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HomeMy WebLinkAbout10138567 & 70.pdfSTANDARD PUBLIC WORKS AGENCY'S GRADING NOTES 1. ALL GRADING SHALL COMPLY WITH UBC CHAPTERS 18 AND 33 AND 18: ALL DIRT, SAND, MUD OR DEBRIS DEPOSITED OR SPILLED UPON APPENDIX CHAPTER 33 AND THE SANTA ANA MUNICIPAL CODE. A PUBLIC STREETS DURING ANY GRADING, HAULING OR EXPORT CITY GRADING PERMIT IS REQUIRED FOR GRADING. OPERATIONS SHALL BE IMMEDIATELY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR, SUBCONTRACTOR OR AGENTS TO THE SATISFACTION 2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE OF THE CITY ENGINEER. FAILURE TO DO SO WILL BE CAUSE FOR CITY GRADING INSPECTOR. A PRE -GRADING MEETING ON THE SITE STOPPING ALL SUCH GRADING, HAULING OR EXPORT WORK BY THE IS REQUIRED BEFORE START OF GRADING WITH THE FOLLOWING CITY UNTIL SUCH TIME AS THE STREETS ARE CLEANED. PEOPLE PRESENT: GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GEOTECHNICAL ENGINEER, GRADING INSPECTOR AND WHEN REQUIRED, 19. ALL TRUCKS HAULING DIRT, SAND, OIL OR OTHER LOOSE MATERIALS THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET OF INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING. FREEBOARD IN ACCORDANCE WITH THE REQUIREMENTS OF CVC SECTION 23114. 3. AN APPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 20. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO PUBLIC PROPERTIES THAT ARE CAUSED BY THE WORK ONSITE. 4. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE REPAIR MUST BE COMPLETED TO THE SATISFACTION OF THE CITY GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, ENGINEER. CODE AND ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN HIS PURVIEW 21. MINIMUM ASPHALT PAVEMENT SECTION SHALL BE: 5. THE GEOTECHNICAL ENGINEER SHALL. PERFORM PERIODIC INSPECTIONS COMMERCIAL AND INDUSTRIAL: AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE PARKING STALLS = T AC OVER 6" AB ROUGH GRADING. THE COMPACTION REPORT AND APPROVAL FROM THE DRIVE AISLES = 3" AC OVER 10r AB GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE MULTI -FAMILY: METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE PARKING STALLS = 3" AC OVER 4" AB OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. DRIVE AISLES = 3" AC OVER T AB SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES BY THE OR PER THE GEOTECHNICAL REPORT WHEN THICKER SECTION IS FIELD TECHNICIAN. REQUIRED. 6. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN TWO FEET 22. EARTHWORK VOLUMES: HORIZONTAL TO ONE FOOT VERTICAL (2:1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE. CUT 20 CUBIC YARDS 7. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE DENSITY. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY. MAXIMUM SUBMIT HAUL ROUTES FOR APPROVAL IF NET VOLUMES EXCEED 500 DENSITY SHALL BE DETERMINED BY THE UNIFORM BUILDING CODE CUBIC YARDS. STANDARD NO. 70-1 OR APPROVED EQUIVALENT AND FIELD DENSITY BY UNIFORM BUILDING CODE STANDARD NO. 70-2 OR APPROVED 23. SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND EQUIVALENT. SAFETY DIVISION FOR THE CONSTRUCTION OF RETAINING WALLS, LIGHT POLES, TRASH ENCLOSURES, ONSITE PLUMBING AND ALL 8. THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION BUILDING STRUCTURES. FIVE FEET OR MORE WITHOUT THE NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. 24. PRIOR TO TURNING ON WATER METERS (DOMESTIC AND IRRIGATION) AND / OR FIRE SERVICES, ARRANGE FOR INSTALLATION, TESTING 9. ALL CUT SLOPED SHALL BE INVESTIGATED BOTH DURING AND AFTER AND CERTIFICATION OF ALL NEEDED BACKFLOW PROTECTION DEVICES, GRADING BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF ANY WHETHER SUCH DEVICES ARE SHOWN ON THE PROJECT PLANS OR NOT. SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE APPROVED BACKFLOW PROTECTION DEVICES WILL BE INSTALLED ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ONSITE BY THE DEVELOPER AN. CONFORMANCE WITH CODE REGULATIONS GEOTECHNICAL ENGINEER SHALL SUBMIT RECOMMENDED TREATMENT TO AND CITY REQUIREMENTS. CONTACT DIX AT (714) 647-3341 THE CITY ENGINEER FOR APPROVAL. „TOM FOR ASSISTANCE. 10. THE PERMITTEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. WATER ACTIVE SITES AT LEAST TWICE DAILY. EROSION AND SEDIVIENT 11. THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. CONTROL NOTES 12. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL BETWEEN THE HOURS OF 5:00 P.M. AND 7:00 A.M. PLANS, THE PROJECTS STORM WATER POLLUTION PREVENTION PLAN (SWppp) AND THE RECOMMENDATIONS OF THE SOILS REPORT. 13. THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING 2. EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EXCAVATIONS, WHICH MAY AFFECT THE LATERAL AND SUBJACENT EACH WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE EXCEEDS 40%. THE INTENDED DEPTH OF EXCAVATION AND WHEN EXCAVATION COMMENCES. THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE THIRTY DAYS AND REASONABLE ACCESS ON THE PERMITTED PROPERTY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE MATERIALS SHALL BE AVAILABLE ONSITE AND STOCKPILED AT PROTECTED BY LAW. CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT ALL TIMES. 14. ALL EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN OPEN TO HANDLE THE STORMWATER; HOWEVER, IN ANY CASE, THE 4. CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO PROCEEDS. ADJUSTMENTS TO THE EROSION CONTROL PLANS ARE OBSTRUCTING NATURAL DRAINAGE PATTERNS. ALLOWABLE AS REQUIRED AND APPROVED BY THE CITY. 15. APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT STRUCTURAL AND NONSTRUCTURAL BEST MANAGEMENT PRACTICES THE END OF EACH DAYS' WORK. PROPER EROSION CONTROL MEASURES (BMP's) IN CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA MUST BE SHOWN ON THE PLANS. STORMWATER BMP HANDBOOK. 16. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION 6. AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL. BE REMOVED THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR FROM STREETS, CHECK BERMS AND DESILTING BASINS. ANY GRADED POLLUTANTS OFF THE SITES. SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. DISCHARGES OF - MATERIAL OTHER THAN STORMWATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF 7. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR TAKE NECESSARY PRECAUTIONS TO PREVENT TRESPASS ONTO AREAS CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; WHERE IMPOUNDED WATER CREATED A HAZARDOUS CONDITION. CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR 117 AND 302. CONSTRUCTION NOTES POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD EXISTING WATER SERVICE AND METER TO REMAIN IN PLACE PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS AND HYDRAULIC (D--EXISTING 4" SEWER LATERAL TO REMAIN IN PLACE -LOCATION AND RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLES / USABILITY TO BE VERIFIED EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE / �J INSTALL fi VGP SEWER LATERAL PER SITY STD. � 204A EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPER - CHLORINATED POTABLE WATER LINE FLUSHINGS. REPAVE THE TRENCHED AREA PER CITY STD. I 1150C DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR CHISEL AN *Sr ON THE CURB FACE TO INDICATE THE LATERAL LOCATION IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ONSITE, INSTALL CLEAN OUT TO GRADE PHYSICALLY SEPARATED FROM POTENTIAL. STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND 7�---- EXIST. 31e WATER SERVICE AND METER BOX TO BE REMOVED FEDERAL REQUIREMENTS. (BY CITY FORCES, CONTACT (714) 647-3390 FOR ASSISTANCE) 17. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING INSTALL t WATER SERVICE AND METER BOX PER CITY STD. # 1402 CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. (2" WATER METER TO BE INSTALLED BY CITY FORCES UPON APPLICATION DEWATERING OF NON -CONTAMINATED GROUNDWATER REQUIRES A AND PAYMENT OF FEES) NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.-` g CONSTRUCT TEMPORARY CHAIN LINK FENCE PRECISE GRADING L A N i V, SArq 141 3LJE L IRESIII)ElqcF�l UNTY OF ORA liolUs SCALE 1 ff =10' FILE N0. REVISIONS REFERENCES (0*302 AC) �� $..,,, �^` � �'' s s ; ys �.h a t ; f 5?..� � v. �.'r ,s � fn •,:,> "�% � a's i� _ t 1 fir s cfvjob `%Y' h , f e� l 'il G�; a.B t �>'a �' Iuuaa��;,Pf� S.'na'x aA° Vti< is _4Iw f Yb 4&jj l I ally �.t �}aLi:aa fa i, LtaU LP ti v sw"' I A" a., ... a T` 01 "'.. 17TH ST Uj 7< N �6.a Lw., i }; 4„`` b b M4 a , 4 # ✓ �. ,:-.� .,,, ,.., a a+a. amb-rx a. z n, s:�= �rx .� WASHINGTON AVE 818 814 T 5 OJEC SITE�� 3y.y 4. iw , S ,... r 5+•m;, x�,zpv.:,.s »ryxA"e'�.u-q. rtv'.ffw9f,kM`Y'+i SMf e't�fi4j CMC CENTER DR PARCEL 2 SANTA NA BLVD 6TH ST (818 WnEI D AVE.) �u PARCEL 1 (814 WFE D AVE) 4TH ST --- - T000. 1 CT CT R IRAN SFEMED By. DATE,, -___: a NOT TO SCALE 0 44( 8 Er .N Ft. - EXISTING FIRE HYDRANT IS AT THE NORTHEAST CORNER OF GARFIELD & CIVIC CENTER DR. AT 200'f FROM THIS SITE. (SEE DETAIL ABOVE) PREPAREDAOfflER TH SUPERVISION OF QROFEssio' iRECISE GRADING PLAN ea 00 R.C.E. �T T � T 1 S I'N &%UEL RESIDENCE Z OESIGNEO DRAWN a1 7 0 .�-, , Exp. 9-30-05 n R/W APP D. CHECKED , 14 & 818 N . GARFIELD STREET RECOMMENDED 0/V ik- `P* APPROVED . �F Ar CAO\ CITY OF SANTA ANA ENGINEER R.C.E. NO. SHEET �1 I:\51832\PG\ N __0 Periods only Used on one word alobrewfatlon!5, if the abbreviation 1!5 a different word BSB IF; e.g. ARGH., BIT., and LAM. ABBREVIATIONS Periodsare. u5ucflIq by bbbreviatin words, unless they PROJECT �TEAM GENERAL SHEET INDEX SHEET INDEX are very common without perlodr;,; e.g. AWTAiC,eR/A, and MM. AND FA FIRE ALARM PAR PARALLEL FROJr-GT NAME: San Miguel Ro!51donce5 NOTE-5; Is AT F FAS 1=A5TN*VR) P PBD. PARTICLE BOARD a- GENTERLINE FAU FORCED AIR UNIT PB. P" BUT"TON. Olb N. Garfield 5treet. STRUCTURAL ARCHITECTURAL, d PENNY Ff3. FACE BRICK PC. GONG. PREGAST GONGRETE I. CONTRAGTOR SHALL VERIFY ALL GONPITION5 AND DIMENSIONS AT THE SITE AND # POUND / NUMBER F.B.O. FURNISHED BY OTHERS POR POMER Santa Ana, CA c12-702 ALL IW,,ON515TEN( E5 SHALL BE BROUGHT TO THE ATTENTION OF THE DEVELOPER 51.1 5-PLEX FOUNDATION PLAN GS GOVER SHEET IL PROPERTY LIKE F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL 0 ROUND / DIAMETER F.E. FIRE EXTIWISHER PED PEDESTAL. (!N� AND THE ARCHITEGT BEFORE PROGEEDIN6 AITH NOW. DEMOLITION PLAN A.B. ANCHOR BOLT P.F. FINISH r-LOOR (LINE) PERI PIERIMETER LE(5AL PE5GRIPTION: Lots #22,#24, 4 Part of #25 51.2 6ARA6E FOUNDATION PLAN AA5V ABOVE F.G. FIN15HFD GRADE PK& PARKING E31ock #14 of the, 2. ANY ERRORS OR OM155I0N5 FOUND IN THESE DRANING-5 SHALL BE BROUGHT TO f35R BUILDIN6 5EC,,URITY RE6ULATION5 A/C AIR GONDITIONIN& F(;L FIEER6LA55 PL PLATE (HEIGHT) PEVELOPER5 AND ARGHITEGT5 ATTENTION IMMEDIATELY. 51.5 5-PLEX FLOOR FRAMING PLAN AGG AGOE55 FIN FINISH P.LAM. R_A9T1G LAMINATE town of Santa Ana eastFI-G, MAW% PLA5 PLA5TER A( .T. ACOU5TICAL TILE F (CL6) FLR FLOOR(IN6) Phil.. PAWL Orange Gounty, California 3. DO NOT 5GALE DRANIX66. WITTEN 1?It,,EN5I0W;k TAKE PREGEDEN6E OVER.5�;ALED 51.4 5-PLEX ROOF FRAMING PLAN N-I GENERAL NOTES AFF ABOVE FIN15H FLOOR FL FLOURE50ENT (LIGHT) PRT PAINT(ED) Mop Record: Book 10 p(3s. E33 434 DIMENSIONS. A.D. AREA DRAIN FN FENCE P.O.C. POINT OF GONNECTION &N-2 6ENERAL NOTES ADD ADDENDUM FIND FOUNDATION PR PAIR (OF) M[ecolloneou5 recorde, of 4. ALL DIMEN510% ARE TO FAGE OF STUD OR TO FAGS OF FRAMIN6 UNLESS 51.5 6ARA6E ROOF FRAMIN6 PLAN ADH ADHESIVE F.O. FACE OF PREFAB PREFAER6ATEP Los Angeles County. OTHERA15E NOTED. 6N-3 6ENERAL NOTES APJ ADJUSTABLE F,0.5. FAGS OF 5TW PI POUNDS PER SQUARE FOOT FDI 5TRUGTURAL DETAILS A% A66I`E FP FIRE PROOF PSI POUNDS PER SQUARE INCH S. ALL TRU55 0RAAIN6,i5 TO BE REVIEJAEO AND APPROVED BY THE 5TRI)OTURAL A.H.U. AIR HANDLIN6 UNIT FPL FIREPLACE P1N PARTITION LOGAL JURISDIGTION: Gity of Santo Ana ENGINEER PRIOR TO 15WANGE OF BUILDING PERMIT. FD2 5TRUGTURAL DETAILS 6N-4 GENERAL NOTES ALT ALTERNATE FR FRAMEM(INII P.T. PRESSURE TREATED (WOOD) ALUM ALUMINUMP5 PULL51M PV PAVE(D) OR PAVINCY 20 GIvIc. center Plaza b. ALL OR EQUAL SUBSTITUTIONS MUST 15E SUBMITTED TO AND APPROVED 5Y CITY &N-5 6ENERAL NOTES A.P. Accr:55 PI SDI STRUCTURAL DETAILS AP X APPROXIMATE F5V FULL 5GREM VENT PVG POLYVINYL GHLORIPE (PIPE) Santa Ana, C-,A 1512-701 BUILDING OFFICIAL PRIOR TO INSTALLATION. ARCH. ARCHITECT(URAL) FT FOOT / FEET PVMT PAVEMENT PHONE: (114)66-7-225cl ON-6 (GPO NUMBE A5PH ASF14ALT FTC? FOOTING PIAID PLYWOOD SD2 STRUGTURAL DETAILS A.T. ASPHALT TILE FUR FLRRED(IN6) Q.T.QUARRY TILE CONTACT: Pedro IGuillen AUTO. AUTOMATIC FX MW GLA55 EMAIL: pquIIIenocI.!Fanta-ana.ca.u5 5NI STRUCTURAL NOTES GBG.1 GBG REOUIREMENT5 AVE AVERAGE 6A 6AU16E R RISER AIR AY446 AMIN.6 G GALV GALVANIZED RA6 RETURN AIR 6RIH 5N2 STRUCTURAL NOTES 536 3611 WIDE Rk5k GAB. GAR OARAC-rz RB. RUBBER 5A5E OMER: Mercy Hou5e [NOTE-&ENERALI (10-2b-02) T-24 ENERGY GOMPLIANGE B 5A BATHROOM G.B. &YPE" (KAW BOARD RAD RADIUS IqO5 50 BOARD G.G. 6ENERAL CONTRACTOR R131_ RUBBLEP.O. 5ox RUBBLE 5N3 5TRUGTURAL NOTES � DETA I L5 BF 131-FOLD (DOOR)50 CRAVE OR 6WIN66 RD. ROOF DRAIN Santa Ana, CA c`12101 BIT. BITUMINOUS 6-0.0. ARM;i-: DOOR OFI REF REFBZ3qGE REFR RB=RI6ERATOR PHONE- (114)556-7155 5N4 STRUCTURAL NOTES � DETAILS BLK6 BLOCKING 69 67G-kOUND FAULT INTERRUPTER PROJECT INFORMATION 51_96 WILDIN65 6L CA-A55 OF, C7LAZIN6 RE& RE6ULAR FAX: (714)536--7,101 BL< BLOCK (6MUS) 6LBK. (5LA66 BLOCK RF:9 REQUIRED HF-I 5TRUGTURAL DETAILS A1.1 5-PLEX SLAB PERIMETER LAYOUT 13LK& f3WGKIN6 6.1. GALVANIZED IRON RE5 RE51LIENT GONTAGT: Larry Haynes BLA BELON 65H GALVANIZED 5HEET METAL REV REVISION(5)' REVISED EMAIL: rnerGyhou5oiaaoI.Gom E3UILPIW,7 CODES: THE PROJECT SHALL COMPLY Arm THE FOLLOWING: HF-2 STRUCTURAL DETAILS MAIN FLOOR PLAN I (ING 6T 6ROUT REINF RE NFORGED A1.2 5-PLEX B.M. BENCH MARK GYP eyf=" W65 ROOFIW5 SP 131-PASS (DOOR) GYP 50 GYPSUM BOARD R.J.B. REINFORCED JUNGTION BOX BUILDER: Care Stone Homes, Inc. CALIFORNIA FORNIA ENERGY CODE. 2001 EDITION HF-3 STRUCTURAL DETAILS AI.5 5-PLEX UPPER FLOOR PLAN BRJ5 BEARING RL6 RAILIN6 CALIFORNIA 51,11011% GODS. (6B.( ) 2001 EDITION BRK 5RIGK 42'H 42' HIGH (WALL] RAM RANGE N MICROWAVE 26 Executive Park, Suite 100 HF-4 STRUCTURAL DETAILS Al 5-PLEX 5EGTION5 13.5- BOT44 SIDES H6 H05E 51136 RM ROOM Irvine, CA 512614 CALIFORNIA ELECTRICAL CODE. (GEL) 2001 EDITION B5MT BA5EMENT 14L. HOLLON GORE R.D. ROU614 OPENING CALIFORNIA MEGHMIGAL CODE. (C.M.G.) 2001 EDITION A1.5 5-PLEX 5EGTION5 BTM OR BOT BOTTOM HP HEAD OR HARD R.O.W. RI6*T OF AAY PHONE: M4c1)552-c`I4II CALIFORNIA PLUMBING GORE. (( .p.C) 2001 EDITION BTM BETNEEN H.P. HEAT DETECTOR OR HEAVY DUTY FAX: (C446I`)O35-Iq46I` 5.UR 13UII-T UP ROOI` HOR HEAPM 5 15OU`TH 11 TOTAL STRUCTURAL 5HEET5 A1.6 5-PLEX EXTERIOR ELEVATIONS BVL 5EVELE9 HDA HARDAARE S 55 50LID CORE (DOOR) GONTAGT: Mark Kemmerer ALL APPLICABLE STATE AND B.K BOT14 M1115 H6T HEIGHT 5014 56fiEPULE p porintondent: Garl FlolderLOGAL G09B. A1.1 5-PLEX EXTERIOR ELEVATION5 H.M.HOLLONMETAL 51?5MOKEDETEGTORCAB CABINET HOI ROTAL515-6 51556TION ONE: A1.8 5-PLEX ROOF PLAN C G.B. GATW BASIN HR HOUR 5ERV 5ERVIGE GEM GEMENT HK RALF ROLND inER�!5,FFMTARGHITEr-,T- Bloodc ood Sharp Buster AI.q 5-PLEX MAIN FLOOR UTILITI"' PLAN GER 6EI;.1WIG HS HORIZONTAL SL5F.6L, 5AFETY 6LA.% GF CUBIC FOOT HT6 HEATING 5.6.0. 5LIPIN6 6LA55 DOOR Archltarts * Plonnor!5 CHAM GHAMIFER WAG i4EATIW_7/Vr:XT1LATIN6/AI1R CAONP. 5H 51N6-E RM6 OR 5HEI_FMN6) 555 Anton Blvd., Suite c`100 AIJO 5-PLEX UPPER FLOOR UTILITY PLAN G.I. CA5T IRON HW HARDWOOD (FLOORS) 5HT (]PRAK%) 5WET W.P. GONG. GA5T-IN-PLAGE GONG. SHTH& 94EAT441146 Gosto Mesa, CA c[2626 OGCUPMGr CROUP: R-1 U-1 A1.11 6ARAGE ROOF PLAN I$ GIR CIRCLE I.B. IRONIN6? BOARD EPIM 51MILAR GIRG CIRGUMFERENCE: ID, IN519r: DIAMETER 5KL 5KYL16,HT PHONE: (-714)455-5800 G.J. CoONTROL JOINT OR GON5TRUGTION JOINT I.L.O. IN LIEU OP MAIN FLOOR PLAN a UTILITY PLAN I.M.INSULATED METAL 5L 5LOPE / 5LIDIN& FAX. (-714)456-06(90 TYPE OF CON5TRUCTION: r'R V -�NON RATED-5PIRINKLER5 GK GALONI GAuLK0w_,) 5NT 5EALANT GL G,1_05E7 OR G15NTER LINE IN5 OR IN5UL IWALATED OR INSULATION 54P SHELF AND POLE GONTAGT: Mark <iner A1.12 GARAGE SLAP PERIMETER LAYOUT GLG CEILIN6 INT INTERIOR 5PG SPACER EMAIL:: mk1nerab!3bde,!5[qn.com AREA TABULATION- SQUARE FOOTAGES FIRE DEPT, NOTES GLR GLEAR(AW-6 JAN JANITOR SPEC SPECIFIGATION5 A1.13 6ARA6E EXTERIOR ELEVATION5 GL5 GLO5URE OR GLOEeR (DOOR) JST J015T (FLOOR OR ROOF) 9-K (AUDIO) 5PEAKER(5) GM OENTIMETMS) JT JOINT 55T. 5TAINLE55 5TEEL 51-RUOTURAL ENGINEER: Option One, UNIT A 7365EGTION!5 GMU GOIE MASONRY UNIT 5TD STANDARD UNIT 5 114 NOTE-5: G.O. CASED OPENING K9 000K.00M (CEILING) 5TC7 OR 5TO 5TORA6E 20511 AcoGia Stroot, Suite 240 UNIT 6 146 GOL GOL" K KIT KITCHEN 5TL STEEL Nevqport Beach, CA c42660 I I GOME3 COMBINATION KO KNOGI<x�IJT STR STRUCTURAL TOTAL MAIN FLOOR 2,11-16 I. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. 5(,-HEDULE ALL CONIC CIONGI;eTe KPL KICKPLATE (ON POOR) Sa SQUARE PHONE: (q4c[)555-Ic1I6 x12 UNIT D -700 IN5PEGTIONS 12 HOURS IN ADVANCE BY GALLIN6 (114) b47-5700. GOND (A6) GONPEN5ER. K/5 KNEE SPACE 5U5 5USPENDF-12 GON5T GOX5T1;MTION 5A 5HEAR MALL FAX: (414q)553-cl-720 UNITE Fq CONT CONTINUOUS L LENGTH 51rM 5YM30L GONTAGT: Ilia Sarod TOTAL 2. PROVIDE ADDRESS/ NUMBERS AT LEAST 51X (6) INCf4,r:5 01614, GONTR GONTRAGTOR L 545 5MOOTH FOR 5IDE5 UPPER FLOOR 5-PLEX a INTERIOR ELEVATIONS GORR GORFWATED LA LAUNDRY 54P 5IN5LE 5fIELF /!5IN&LE POLE EMAIL: I'lla!50option-I.com SUBTOTAL NHI(�,,H!5HALL BE PLAINLY VISIBLE FROM ROADWAY. GPR COPPER LAM. LAMINATE�D) 250P DOUBLE 5HELF / PoU9LF_ POLE C OR CPT CARPET LAV LAVATORY (SINK) 2541F DOUBLE SHELF / SINGLE POLE TITLE 24 CONSULTANT: Heritage Energy Croup STAIR CORRIDOR 3. PROVIDE 2A 105C, MINIMUM RATED FIRE EXTINGUISHERS TO BE 6ARAOE GR5 GOUR5E(5) L.B.O. LOCATION BY 0I T TREAD (AT 5TAIR5) OR TILE GR GORRL-61ON RE-515TMT LIV LIVING T T.B. TOPEL BAR 13315 Barronco Pkv4y, 15ulte F-101 SQUARE FOOTAGES LOCATEI? ON EACH LEVEL WITHIN 15 FEET OF TRAVEL DISTANCE FROM ALL G5MT GA5EMENT LL. LIVE LOAD T.B.D. TO BE DETERMINED AREAS. TRAVEL DISTANCE 15 30 FEET IN AREAS HAVING FLAMMABLE c,5T. 6A5T 5TONE L.P. LAMINATED PLASTID TC TERRA COTTA Irvine, CA C12618 6ARA6E U-1 LIQUIDS. Aal ARGHITEGTURAL DETAILSG.T. CERAMIC TILE LT LIGHT T.G.J. TROYNELED CONTROL JOINT PHONE: (G14G) _7&Ci-_122I -STORAGE U-1 15:3 . - 61P, CENTER OR COUNTER L.T. LAUNDRY TUD TEMP. TEMPERED (6LA55) AD.2 ARCHITECTURAL DETAILS GX GONISEfITION LTL LINTEL T4 C7 TOWAZ $ 6ROOV15- GONTAGT: Rudy 5oinst LAUNDRY 52 lbo 111 4. FIRE SPRINKLER 5Y5TEM(5) PER N.F.P.A. STANDARD 13 SHALL BE GY CUBIC YARD LUM LUIMINM5 M IMEPHIOW EMAIL. heqt240aoI.Gom LVL LAM VENEER LUMBER (BEAt-5) T+K THICK(NE%) PROVIDED. REA50N FIRE 5PRINKLER5 REGUIRED MULTI RESIDENTIAL.A;D, ARCHITECTURAL DETAILS 121V (DRYER, LVR LOB THR THRESHOLD E) DRYER, OR DRAIN TD.C. TOP OF CURB GIVIL ENGINEER: MOS (fonou Iting AD.4 ARCHITECTURAL DETAILS DBI_ DOUBLE M METER(S) TDF. TOP oMAAT11-7520 Redhill Avenue,, 5ulte 350 .5. PLANS FOR THE FIRE SPRINKLER 5YSTEM5 SHALL BE SUBMITTED (THREEM-GO PEGORATWE MAX MAXIXIUMT.O.M. TOP NRY` ( OPIE5) TO THE BUILDIN6 DEPARTMENT FOR FIRE DEPARTMENT APPROVAL AD.5 ARCHITECTURAL DETAIL5 DEM DEMOLISH, DEMOLITION MA5 MASONRY' TDA. TOP OF KNDOK Irvine, CA 92614 PEP MPRE55M MATL MATMAL Tit OR TRN TRANSOM (NN90N PHONE: (C14(V251-5821 PRIOR TO INSTALLATION. VET DETAIL ME3A MA5TER BATH TV TOILET PAPER HOLDER NOTE5: APh ARGHITEGTURAL DETAIL5 D.F. DRINKING FOUNTAIN MW MASTER BEDROOM TV TELEVISION OUTLET OR LOGATION FAX: (914ct)251-0516 (9. ALL FIRE SPRINKLER PLANS 5HALL BE APPROVED BY THE PH DOUBLE HUN& Mr, MEPIGINE CABINET IYP TYPICAL GONTAGT: Gary DoklGh I. FLOORS AND KALL5 5EPARATIN6 DWELLING UNITS IN THE SAME BUILDING SHALL AD.H HARDHARE 5GHEDULE DIAM DIAMETER MEGJ4 M56,14MCAL - 5UILDIN6 DEPARTMENT. PLAN!5 SHALL INCLUDE: PIA6 PIA60NAL. MED MEDIUM U6 UNVERGUT(DOOR) EMAIL: mdeirvine@md!5con!aulting.net NOT BE OF LE55 THAN ONE -HOUR FIRE-RE515TIVE GON5TRUGTI0N. (310.2.2) DIM DIMENSION MET METAL `,,,� UNF UNFIN15HED A. PLANVIEW SHOWING THE BUILDING'S STRUCTURAL PISP P15POI MFfR. MANUFACTURER UXO. UNLE% NOTED OMRA15E 52 TOTAL ARGHITEGTURAL SHEETS DIV DIVERTER MH MANHOLE LANDSGAPE ARGHITEGT: Urban Arena 2, FIRE 51-06<5 AND DRAFT STOPS IN GOMBU5TI5LE (,ON5TRUGTION IN AGWIRDANGE FRAMING DL. DEAD LOAD mix MIMMUM VB VANITY BASE 4611 Teller Avenue WITH G.B.G. 5EGTION 101 SHOW LOC/ATION(5) AND PROVIDE TYPIGAL MEMBERS AND ALL POINTS OF 'HANG -DER ATTAOHMENT5. PN DOM (5TAIR5) MIR MIRROR V V.B. VAPOR BARRIER P.P. DAMP -PROOFING M15G M15GEI-LANW05 VB36 3b" V410E VANITY BASE Newport Beach, CA G12660 CON5TRU( TION DETAILS. TOTAL SHEETS DRY DOOR MILD MOULDING VERT VERTICAL PHONE: (0t4c)221 -b2OO B. A RE5PON5113LE EN61NEER'5 WET INK STAMP AND DDRYER MAGHINE MM MILLIMETER VE5T VE-5113LP 3. PROVIDE FIRE BLOCKING IN CONGF_ALED!5PAGE_5 OF STUD KAU5 AND PARTITIONS, 516NATUIRE APPROVING THE 5Y5TFM(5) SUPPORT LOGATION5. P5 DOWNSPOUT MM9 MEMBRANE VFI3 VENTED FRIEZE BLOCK FAX; (q4c)263-5514 INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVEL AND AT 10 FT. P/S PRAYER 5TACK (GAJINNET) M.O. MASONRY OPENING VIN (SHEET) VINYL CONTACT: Michael Schrock P.T. DRAIN TILE MOP MODULAR V5. VE6TA5LE5I%K INTERVAL5 BOTH VERTICAL AND HORIZONTAL. (70b.2) Z. FIRE SPRINKLER 5Y5TEM5 YqITH 100 OR MORE HEADS REQUIRE 24-HOUR PTL DETAIL MRS MARBLE V.T. VINYL TILE EMAIL: mic.hael@urbonareno.com VA DISH YqA-cAfzR MTL METAL V.T.R. VENT THRU ROOF 4. PROVIDE TWO (2) GOPIE5 OF A 6EOTEGHNIGAL REPORT FOR 501L BEARING SUPERVISION. TH15 INGLLVES WATER FLOW AND TAMPER SWITCHES ON ALL DYJ6 DRAWING MT MOUNTED(IN67) 6REATER THAN 1000 P5F UNDER FOOTINGS AND/OR 501L UNDER 5LAI35 WITH CONTROL \/ALVES, i.e.., DOUBLE BArKFLON, PI V, FLOOR CONTROL, DAR DRA&92, MULL MULLION OR MULLED ED K3630 WN X 3041 WALL CAB PLANNING GON5ULTANT: Pacific. Planning 65roup ILLATION VALVES, ETC. E EAST N NORTH w N AIM / Kk%IN6 MAGHINE Yt5T 25412 Moulton Parkway, Suite 240 DE516N BEARING VALUES GREATER THAN 500 P5F AND/OR FOOTIN65 5UPPORTIN6 NG WATER CLOSET EA EAG+4 N N.I.C. NOT IN CONTRACT w WOO OVER TY40 FLOORS AND A ROOF. HOTCHNIGAL REPORT REGOMIvENDATION5 ARE EB EYEBROW (FLAT ARCH) NL NAILABLE VC" HIMPOA I aguna Hille,, GA c42655-I-732 CONSIDERED TO BE MINIMUM DE516N STANDARDS. 0063, APPENDIX. 5ECTION 3301 E.P. EACH FA615 Wv NATURAL GRADE Yf YqIDE FLANGE (5TEEL 5EW) PHONE: N461)465-62cl0 E.J. EXPANSION JOINT No NUMBER M WATER HEATER AND CHAPTER 18) ELEV ELEVATION ROM NOMINAL KH. NALL HUN67 FAX: (114c)465-52cf-I ELEG ELECTRIC(AL) N.T5. NOT TO 5GALE K WROUGHT IRON GONTAGT: Karen Blonkonzee 5. THE 51 REPORT REQUIRES FOUNDATION EXGAVATION5 To BE REVIEWED BY oqr,.I- n4r.1-05URE N,6.VD, NAT. GEODETIC VERTICAL DATUM AIG WALK-IN CLO5ET B.P. EI_Br_,TRIGAL PANEL OVERALL W K/0 VqITf+ OR WITHOUT karenopociffrplanning(3roup.com SOILS EN61NEER. NOTE ON THE FOUNDATION PLAN "PRIOR TO REQUESTING EG EQUALW AATERPROOI BUILDING SAFETY DIVISION FOUNDATION IN5PEGTION, THE!5011_5 EST ESTIMATE 0 OB6 ON (GLASS) E.W.G. ELEII NATER. GOMM O.C. ON Ca�ff ER N.R. WATER RE515TANT SOILS ENOINEER: Petra �5eotochnical, Inc. EW6INEER/6EOTEGHNIGAL (,ON!5ULTANT!5HALL IN5PE(,T AND APPROVE THE EX& EX15TIW2 O.CAB. OVER+EAD CABINET W.S.WATER SOFTENER FOUNDATION EX6AVATION5.,, (10I O.D. OUTSIDE DIAMETER k6GT mlw_<3185-A Airway Avenue, EXH EXHAUST O.G.D. OVERHEAD GARAGE DOOR KTA. WALL TO HALL EXT EXTERIOR OH OVER0155AP KNF NELPF0 AIRE FABRIC Gosto Mesa G12626 b. TEMPORARY PEDESTRIAN FENCE SHALL BE PROVIDED A5 REQUIRED BY 2001 CBC,, 0I OPENIN& AW PELDED KRE MESH PHONE: (114)54ct-8ct21 x 225 CHAPTER 53 SECTION 3303. OPT OPTIONAL. FAX: ('114)54cl-145b 05A OUTSIDE AIR 1. THE5HOP DRANIN6,55 FOR THIS EXTERIOR 5TAIR GOMPONENTS ARE To BE 055 ORENTE95TRAND BOARD GONTAGT: Robert fluffREVIEYIEI? AND APPROVED BY THE ARCHITEGT AND ENGINEER PRIOR TO Ahmad Gazinour IN5TALATION. SYMBOLS --- 2X4 HOOT-) STUD PARTITION FLAT CEILING ELEVATION KEY OR SECTION KEY I i SHEET NUM5ER i LINE OF CEILI% BREAK 2XI HOOP STUD PARTITION FLAT SLOPED 6EILIN6 5TARTIN6 HEIGHT 2Xb A1000 STUD PARTITION DETAIL NUMBER OR SECTION KEY 5FEET NUMBER PITCH MAY BE NOTED CONCRETE awrx }{E&q NOTED GOWRET-E INATER CLOSET ANGLE00 0 9-1ELF ABOVE NOTE NUMBER 1/7�1 SOFFIT ABOVE TUB/51401ftER PIMMIONAL LUMBER NUMBER (DELTA)I A IG 5L0GKI% 5FE.ET NUMBER 13 FIN15H GRADE YMP �0 LAVATORY - ELEVATION LETTER PLYWOOD EARTH DOUBLE SINK INSULATED SHEATHING F-777 ____771 5AND OR GRAVEL FILL 5ATT INSULATION BRICK R1619 INSULATION 5IN&LE SINK [NOTE_5YM5OL51 (10-26-02) B Uj No 0 Uj N 0 C� IN 0) 0 0 C0 3 00 ■ L-Li cr) Cn U. 0o >= Z Cn 0 L) Q 0 .0 �' Z Z 0, ■ do x ao 0 W 0 ■ OU 2 Cr)■ Uj 4-j 0 E ■ a. rn 0 ■ Uj C) C) C1.j Do N 10 rn U.) Cf 0 0) r Ln LO 0 Uj LO 0 a- c5 X LJ C) 4-� i4 0 (L U) I Cr) geq t) him mr, JOB N 0. 51041DO PROJ. MGR. D.H. DRAM BY B.G. CHECKED BY SHEET TITLE SHEET INDEX, PROJEGT INFORMATION ABBREVIATIONS, CS 5YMBOI_5 N 63�30105" E 150.11' 200.12 00 PP NO #t 7 UNES NORTH 7 LINES SOUTH W/STREET LIGHTS co 00 00 CITI PP #52691 E, 2 LINES NORTH 1 LINE SOUTH, 2 LINES WYLY-.....,. 00 TO HOUSES, W/STREET LIGHT •14Y 0-) = 0% 40 �4z 0,9 6' HIGH GUY ANCHOR I cc TREE 120 TREE 36" TREE Sw TREE 100 TREE C.L.F. P DRI 10' DRIP 6! DRIP 20" DRIP SEWER 10' DRIP AL. C. a, I A MCL EXIST. BLDG. I CARPORTWMm 00 r 13 E CD N UD I i V A -Sill Lenk I i U od saw 00 133.63 VGAS METER wawa" HNCE "... 'ASSEMBLY —1 8* TREE 201 DRIP 133.69 TREE 133.16 6' DRIP 00 11" PARCEL 2 0 AC PARKING LoI.%/ : ; I c-^� • , ■ rn C� --p- 00 ., EXIST. BLDG. CD C) /1.8" 00 CD C:) - CD (818 GARFIELD /12t DRIP C^j A r 41 < C, 2.76 N 6 X 00 1 L2.77 X .133.22 13329 X 133.40 X 132.96 133.3 CD PARCEL I j cn C-n C'111 < /3D'm 00 7508 S,F. L--AREA TO BE WM 4' TREE 18' DRIP Cyl p CD CD (814 GARFIELD AVE.) DEMOLISHED 1 1 w cr 17� X 132.58 X 132.81 PP NO 7 LINES NORTH 132.32 00 3 LINES SOUTH, 3 LINES WEST GUY ANCHOR----*- 6' HIGH 139-21 TEMP. PP W/METER 132.41 C.L.F. 133.19 133. • X xr2 LINES NTY X 132.94 133.45 0- X X 132.62 N 10'10" EGAS METER IAC PARKING LOT ASSEMBLY.S ST0 E EXIST. BLDG. 132.35 132.43 7L1 3 2.8 6 5.51 HIGH WROUGHT A4 WM E1 I IRON FENCE �O*417 PP #1839621E, 3 LINES NORTH 4 LINES SOUTH, 7 LINES EAST WITH STREET LIGHT GUY ANCHOR N 63130'05" E 400.28' 0 10 20 40 80 00 r-J O C? ND N 6 313 010 5 " E 150.16' Demol'it'ion Plan., A 24" TREE 25* DRIP C) PP #171762BEt 1 LINE NORTH 2 LINES SOUTH, W/STREET LIGHT South Coast Division 26 Executive Park, Suite 100 Irvine, California 92614 (71 4) 852-941 1 VICINITY MAP LEGEND BUILDING CHAIN LINK FENCE (CL FEN) BLDG X IN BW- BACK OF WALK WROUGHT IRON FENCE CENTERLINE GAS METER FLOWLINE WATER METER PROPERTY LINE -------- 'WOODEN FENCE RW- RETAINING WALL -------- - ROOF LINE TC= TOP OF CURB 0 SEWER CLEANOUT TW= TOP OF WALL WM=WATER METER VAULT y =FIRE HYDRANT EXISTING BUILDING AREA # OF UNITS PLUMBING FIXTURES 4139 SF (1) 2 BR/1 BA 5 KITCHEN SINKS 5 BATHROOM SINKS (4) 1 BR/1 BA 5 TUBS 5 WATER CLOSETS 818 GA F1 LD S SANTA ANA, CA. SECTION 01011 - General Construction Requirements 1.0 GENERAL The Gontractor 15 the person or entity identified as such in the Owner/Gontractor Agreement pertaining to this project unless, the Owner Is the, Gontractor. The Gontractor shall perform all work In, around and about the project site, on or off the subject property, as indicated in the Gontract Documents. The "Gontract Documents" consist of the Owner/Gontractor Agreement, approved droNings, and architectural general notes, these General Requirements, and any approved change orders,, revisions, modificotions, or addenda to Such writings. Except as, othervii5e specifically Stated In the Contract Documents, the Gontractor shall provide and pay for materials, labor, tools, equipment, transportation, 5orvice5, and any other item reo5onobly nece5sory to execute and complete the job. The scope, of services under this contract is limited to providing a "builder's set" of plans. This set of plane, 15 sufficient to obtain a building permit; however, all materials and methods of construction necessary to complete, the project are not necessarily described in this "builder's sot". The implementation of the plans requires a client/contractor (6,onorol Gontractor and Subcontractors) thoroughly knoyqIedgeable with the applicable building codes and methods of construction. The plans and general notes, delineate and describe only locations, dimensions,, types of materials and general methods of assembling or fastening. They are, not intended to specify particular products, or other methods of any specific material, product or method. The Gontractor and Subcontractor shall furnish all labor, equipment, and materials indicated on the plans and required by the, applicable codes. Any additional deletion, or change, in the scope of work described by the plans and General Notes Shall be by written change order only. The Gontractor shall procure, the, building official's approval for any :change in the work. The Intent of the plans and general notes is that all labor, materials, equipment and transportation shall be, included in the work for the complete, execution of the, project. The architect shall not be, responsible for the means, and methods of construction. 1.02 GODE5 The, Gontractor Shall perform all work In accordance with the, current edition of the Uniform Building Code,, unless indicated otherwise by other approved bull -ding codes, ordinances, laws, governmental regulations, and standards, or the, project drawings. A partial list of the applicable codes is as, follows: C,a I if ornia: 2001 Callfornla Building Gode 2001 California Plumbing Code, 2001 California Mechanical Gode 2001 Golifornla Electrical Code, NFPA 101 Life Safety Gode Ic'168 Fair Housing Amendments Act ANSI A I 1 -1. 1 All work Shall comply with the, most stringent requirements of all applicable city, county, state and general laws, rules, codes, ordinances, and regulations. If the, General Gontractor of any Subcontractor performs, any work in conflict with the above -mentioned Invq9, rules, codes, ordinances and regulations, then the contractor in violation shall bear all costs of repair arising out of the, non -conforming work. The Gontractor shall take all steps to mitigate, shield or protect the project from defectIve, or hazardous, condittons. 1.03 FEES The Gontractor shall obtain and pay for all permits, and licenses, and shall pay all income, sales and construction taxes and fees, including, but not limited to meter installation fees, required by the, Gity, and/or county, and/or State lavqs, or agencies, with the exception of the general Wilding plan check fee, and required refundable, deposits, which will be paid by the Owner. The Gontractor shall provide, necessary temporary tollot facilities as required by local lam and shall pay all fees in connection therewith. 1.04 SAFETY ORDER5 The Contractor shall retain at the work Site copies,, or suitable extracts, of OSHA, State and Local Gonstruct1on Safety Orders,, and General Industrial Safety Orders, Gode!5 and Regulations. 1.05 NAIVER5 OF Llr-N!5 The Gontractor shall provide. the Owner with certified conditional waiver of labor and material lions by Gontractor and all subcontractors, laborers and suppliers, with each request for progrese, payment, the term "Subcontractor" 05 used herein refers to a person or entity who has a direct contract with the, Gontractor to perform any of the work at the site, or any agent, sub -agent, or independent contractor who has, a contract with a, person or entity directly contracting Yifth, the Gontractor. The, failure, of Owner, to request or receive, copies of lion waivers as provided in the paragraph shall not be doomed a v4olvor of this, paragraph or, OF the Gontroctor'5 agreement to supply same. 1.06 IN5URANGE The Contractor and every Subcontractor performing work upon or providing 5ervice,5 and/or materials, for the work Is required to purchase and maintain in force "All Risk" Buf1der5 Rfsk Insurance prior to commencement of the work and/or furnishing labor, services, and materials. Each "All Risk" policy shall be in an amount sufficient to cover the replacement value of the work being performed and/or the, labor, 5ervice,5, and materials being Supplied by the, Contractor, Subcontractors, Architect, and all professional Con oultants. The Owner ,shall cause the Gontractor and every Subcontractor Performing work or providing services, and/or materials for the work to purchase and maintain General Liability Insurance, on on occurrence, basis, in an amount not less than one million dollars and shall name the Owner and Architect as additional insureds to said policy. 1.07 DRAKN65 AND ARC.,HITECTURAL GENERAL NOTES Drawings and architectural general notes, are complementary and that work called out on one, but not the other, shall be, provided as though set forth in both. Drawings and architectural general notes represent the entire complementary documents, and they supersede all prior negotiations, representations or agreements, regarding the dravq[ng5 and architectural general notes. The, project drovqlnge, and architectural general notes are, Intended to show and clos,cribe, the work for the project as, a whole. Parts and details not fully shown or described on the drovsilnge or architectural general notes shall be detailed and executed according to standard practices. If the, Contractor or any Subcontractor finds detalls, which are unclear, unsound, unsafe or not waterproof, It is his duty to notify the, Architect In writing of such fact. If work 1!5 performed 05 detailed, It Is assumed there, is no objection to the detail. No extra compensation will be allowed for differences between actual dimensions, and those indicated on drawings. The Gontractor will maintain at the site a full set of authorized drawings and architectural general notes. Such set will include all authorized change orders, revisions, modifications or addenda. All architectural documents prepared by Architect pursuant to this contract are instrumentalities, of the, Architect's services and are, Architect's, property solely for use by the Owner only on this project. Use of architectural documents on other proleGt5 will be allowed only with the written authorization from the Architect. Such authorization may be, subject to an appropriate reuse fee, as determined by the Architect. In the event drawings, computer disks or tapes are provided by the Architect, a written disclaimer releasing Architect from any liability for its use or translation shall be considered provided by the, Owner as part of this Agreement. If the Owner and/or Gontractor makes or causes to be, made any alteration or change of any kind in the droyiIng!5 or other documents provided under this agreement, or shall deviate in any vioy from the draie4fri95 or other documents in the construction of the project without the prior written approval of Architect, the Owner and/or Gontractor will be solely responsible for any and all damage, liability and consequence resulting therefrom. The Owner and/or Gontractor agrees to defend, indemnify and hold harmless Architect and its agents, employees, architects, and consultants from and against all claims, damages, loeo5es and expenses including, but not limited to attorney's fees arising out of or related directly or indirectly to any alteration, change, amendment, addition to such documents, or deviation from such documents during construction. 1.05 FIGURED DIMENSIONS The, Gontractor shall chock accuracy of all dimensions in the field prior to commencement of work or fabrication of materials or products ordered for the project. The Gontractor shall follow the architectural general notes and any written notes, and schedules on draNings, in preference to information furnished in the form of line drawings,. Detailed drawings furnished during construction, or accepted by the Gontractor or Architect, are to be considered explanatory rather than authorized changes to the, drawings and architectural general notes. Notes, figures and details on 5uGh detailed drawings shall be followed by the Contractor and executed by him as part of the, architectural general notes. I -Oct SrUBrONTRAC_,T0R5 Division of those architectural general notoc, into trade, headings generally conforms to G51 "Manual of Practice." They are for convonlence. only. The Architect Is not bound to define the, limits of any subcontract. If Design/Build Contractors, or subcontractors, are to be retained directly by the, Owner or Contractor for specified portions of the, design and construction of the, Project, each De5lgn/Bulld Gontractor or subcontractor shall be responsible for (1) preparing engineering and other drawings and specifications for all components of its De5ign/Build contract, (2) complying with the, Project requirements and space limitations,, (3) coordinating and interfacing with other trades and consultants, and (4) obtaining approvals, from authorities, having jurisdiction over the Project. The, Design/Build contractor or subcontractor shall be the Professional of Record for Its portion of the work, responsible directly to the Owner. Deslgn/Bulld system designs shall be reviewed by the Architect only for conformonce. to the aesthetic aspects of the architectural design and major space limitations. The Architect does, not assume responsibility for the design, Installation or performance of these, systems. Review by the, Architect of more than one, Design/Build proposals for a Pe*fqn/Build trade, shall be compensated as Additional Services. * The Gontractor shall require, his, Subcontractors to notify the Gontractor in writingif any errors or omissions appear in the drawings, architectural general notes or other Contract Documents,. The, Gontractor, In his contracts with Subcontractors shall provide, that If a Subcontractor falls to give written notification of errors or omissions before construction, or fabrication of work, the, Subcontractor will have waived such errors or omissions, and the costs of rectifying them. Omi55fon5 from the, drawings or architectural general notes of the description of details of work which are, manifestly necessary to carry out the, intent of the drawings and architectural general notes or are customarily performed, shall not relieve the contractor from performing such omitted or misdescribed details, of the work, but they Shall be, performed as, if Fully and correctly set forth and described in the drawings and architectural general notes. If the Owner observes or otherwise becomes, aiNare, of any fault or defect In the project or nonconformance, with the drawings and/or architectural general notes, prompt written notice thereof shall be given by the Owner to Architect within ten (10) days of its discovery or any claims arising thereto shall be deemed waived. GLAIM5 FOR EXTRA GO5T5 If the Gontractor contends that instructions from the Arr..hitect or Owner involve extra cost under the, Gontract between Owner and Contractor, the Gontractor shall give written notice of such contention within a reasonable time after receiving such I ins,truction5, not to exceed five days, and shall give an &Eitimate in writing of the extra costs involved in such change before, commencing the work. The Contractor, before executing the, work concerning such in5tructions, shall not proceed, except in cose of emergency endangering life, or property, without a written change order signed by Owner or the, Architect. Without such a change order signed by Owner or the Architect, the Contractor shall have no valid claim for extra work performed pursuant to Instructions from the, Architect. PART 2 - PRODUCTS The, Gontractor shall provide only new equipment and products, for each class of equipment and product type !specified and such equipment and products shall be produced by only one manufacturer, unless indicated otherwise on the drawings. All manufacturers, providing equipment or products for this project shall have, produced the, specified items for a minimum period of five years, and have been in commercial or consumer use For a continuous period of four years- 2.02 AGOUSTIGAL REOUIREMENTS All acoustical work shall- conform to the, requirements of the report prepared by the project acoustical engineer. Such report and any draiNings, incident thereto, may be obtained from Owner. The, acoustical engineer's, report Includes, but is not limited to the following subjects: carpet, resilient flooring, glazing, gypsum wall board and lightweight concrete floor fill. Acoustical report criteria shall take, precedence over materials contained in the project droyqlne-39 or architectural general notes,. 2.05 OTHER MATERIALS All other materials not specifically described in the, Gontract Documents, but required for a complete and proper Installation of the, work under this Part 2.0, shall be new, and of first quality- 2.04 WORK NOT INGLUDEP IN GONTRAGT Owner has Indicated by the use of on the drovfln95 or arGhItectural general notes that certain Items, have been separately contracted for or arranged for by the Owner. The following items are separately contracted for by Ov4ner.-. A. Telephone instruments and equipment, except for conduits and pole, wires therefore,. B. Site, grading, asphalt paving, Portland cement, cement driveway aprons, storm drainage,. G. Underground water, gas, sewer and electric lines more than five feet from project buildings,. D. Londscoping- E. Irrigation System F. Distribution of mechanical, plumbing, electrical and fire, sprinkler systems designed and Installed by sub -contractors. 2.05 SUBMITTALS A. Make all submittals including revisions and resubmittal�:-, required by Gontract Documents, o5 115ted, but not nece,55arily limited to shop draw inq5, product data, cert[flootes of compliance, Samples and work -ups required by pertinent other sections of these architectural general notes,. B. Shop drawings shall be presented In a clear, thorough manner, vilth details Identified by reference, to sheet and detail, and schedule, or room number shown on the, Gontract Documents. Shop droNIn95 shall have a minimum shoot size. of 24" x 36 G. Product and Equipment Data: I. All copies of product or equipment data submitted for review, shall be clearly marked to identify pertinent products,, work -ups or models and shall Show performance characteri5tir,5, capacities, dimensions, required clearances, wiring diagrams, piping diagrams, and controls, and etc,. 2. The, Gontractor shall modify the manufacturers' standard schematic drawing diagrams or Shop drawings to delete information not applicable to the Nork, and further that if necessary, he shall supplement standard information on such - Schematic drawings, diagrams, and shop drawings, to provide information specifically applicable to the, work. D. Samples and Mock -Ups,: I. The, Gontractor shall provide, office samples of sufficient size and quality to clearly Illustrate functional characteristics of products or equipment, with Integrally related parts and attachment devices, along with a full range of colons, textures, and patterns of samples for selection by the, Architect. 2. The, Gontractor, if required by the Gontract Documents, shall erect, at the project site, mock-ups or field samples of the 51ze specified in the architectural general notes, at a location selected by the Owner. Field sample and mock-up shall be, fabricated in a complete and finished manner, and Shall be maintained for review during construction, and Contractor removal upon completion of the work or when the, Owner othery4i5e, directs,. F. Gontractor'5 Additional Responsibilities, I. Review all shop drawings, product data, samples and mock-ups, prior to 5uloml59lon. 2. Determine and verify Field measurements, field dimensions, field construction criteria, catalog numbers, and other similar data to-, Insure such measurements, criteria, numbers, and data conform with the draNings, or architectural general notes. 5. Coordinate each submittal with requirements, of the work and the Contract Documents. 4. Notify the Owner in writing of any modifications or deviations in the, submittals, from requirements of the Gontract Documents at the time shop drawings, product data, samples, and mock-ups, are submitted to the, Owner. F. Submission Requirements I. Make all 5ubmittaI5 promptly in accordance with the, accepted 5chodulP15, and in a manner which will cause no delay in the, Work. 2. Provide no loss; than five copies of each submittal while retaining no Ies!5 than one copy at the, construction site. 5. All submittals shall contain at least the, following information: a. The date of submission and dates of any previous submission. b. The project title and number. c. The, contract identification, d. The names of the, Contractor, the Subcontractors, the supplier and manufacturer. e- The identification OF the product or piece of equipment, with specification section number. f. The field dimensions, clearly identified as such. .9. The relationship of the submittal to adjacent or critical features of the work or materials to 5hoysi the interrelationship of said items. - h. Applicable sotandards, such as A5TM, ANSI, Trade Standard of Federal 5pecIfIcatlon number for each item. 1. The identification of any modifications or devlatlon5 From the Gontract Documents. j. The identification of revisions on reshipments. k. An 6" x 3" blank space for the contractor's stamp. I. The Gontractor's stomp, initialed or signed certifying (a) the Contractor's review of submittals, (b) his, verification of products or equipment, field measurements, and field construction criteria and W coordination _of the information within the. submittal with the requirements of the work and the, Gontract Documents. No substitutions shall be mode without the, Owner's, written authorization. Any substitution shall be, mode in advance to avoid any delay in the, project schedule. The, Gontractor and Subcontractor shall not make, structural changee, without prior written authorization from the structural engineer and review by the Architect. 6. Re, Fwbmi5sion Requirements. I. Promptly make any corrections, or changes required in the submittals and resubmit. H. Distribution Ofs,trfbute, approved reproductions of shop drawings and other coples, of product or equipment data to the, following: 1. Job site file 2. Record Document file. 3. Applicable, Subcontractors. 4. Suppliers or Fabricators. 5. Any other Subcontractors whose, work 15 affected by such reproductions, or copies of data, 2.06 GONTRAGTOW5 RE5PON5IBILITT' TO ORDER MATERIALS AND ECRU IPMENT As soon as, any color, type of material, equipment, product, fixture or appliance, Is s,peclflcally Identified or specified In the Contract Documents, such color, material type, equipment, fixture, or appliance, shall be, ordered by the, Gontractor Immediately to avoid any delay in completion of the, project. No substitution will be, considered by the Owner or Architect resulting from the, contractor's failure to coordinate the work or comply with the above required procedure. PART 5 - EXEGUTION 5.01 PREPARATION A. Survey Requirements The, Contractor ogreee, to provide a Registered Surveyor or Givil Engineer to verify all survey lines and elevations, as indicated on the, drawings. The Gontractor further agrees to make actual conditions conform to the, draie4lirigg without additional cost to the, Owner. The, Contractor shall vielt the job site prior to commencement of construction, and to be, fully responsible for the, accuracy of all grades, elevations, conditions and dimensions. The Contractor shall require by contract that each Subcontractor be solely responsible for the, following: accuracy of detalls, confirmation and coordination OF all quantities and dimensions, selecting fabrication processes, establishing techniques of assembly and performing all work in a safe and satisfactory manner, _ In the event the Gontractor/Owner or Architect 15 or becomes avqare of the presence of, or exposure of persons to asbestos, polychlorinated biphenyl (PCB) or any other toxic or water pollutants at the site ("Hazardouso Substances"), or the substantial risk thereof, each shall have a duty to immediately notify the, other in writing. Upon such know ledge or notice, the, Owner shall promptly retain a qualified consultant to investigate, test and determine, the presence of such Hazardous 5ub5tance,s and, if 5uGh Hazardous 5ub5tanco5 are found at the site to an unacceptable degree, to provide services that may include, among other things, recommendations, as to the removal, encapsulation, or other appropriate handling of such Hazardous Substances, to undertake the conoultant's, recommendations,. The Owner ocknov4ledges that the Architect 15 unable to reasonably obtain professional liability (errors and omissions) or other Insurance for claims arising out of the performance of failure to perform professional services, including but not limited to, the preparation of reports, designs, drov4ings, and Specifications or testing related to the investigation, detection, abatement, replacement, discharge or removal of products, materials or proce,95o5 containing Hazardous, Subsitance's, ("Hazardous Substances Services"). Accordingly, the, Architect shall not provide such services. The, Owner hereby agrees to bring no claim for negligence,, brooch of contract, indemnity or other cause of action against the Architect, if such a claim in any way arises out of Hazardous 5ubstonces, or Hazardous Substances Services. The, Owner hereby acknowledges that standards for maximum acceptable, levels of indoor or outdoor pollutant or contaminants may not yet have been estobll5hod and/or recognized, and that sufficient ongoing ventilation and maintenance, by the, Owner must be provided to reduce, the risk of injury to persons or property from such. The Owner agrees to indemnify, defend and hold the, Architect harmle.55 from and against any and all ClOiM5,5L)its,, domano!5,105505 and oxpon5e,5, including reasonable attorneys,' foo.5, accruing to or resulting from any and all persons, firms or any other legal entity, on account of any damage or loss to property or persons, including death, arising out of Hazardous Substances or Hazardous Substances Services, except where the, Architect Is Found to be, solely Iloble for such damages, or losses by a court or forum of competent jurisdiction. The Gontractor and Subcontractors shall be responsible for storing the materials, on the site. The materials shall be kept secure and protected from moisture, pests, and vandals. Any loss arising out of materials stored at the, site shall be the responsibility of the Contractor or Subcontractor who stored the damages or lost materials. G. Service Lines I. The Gontractor shall remove, or relocate the following items which interfere with construction work: drainage, 5eNer, water, gas, or other utility Service lines, 05 well as other piping or conduit. 2. The, Contractor Shall cap or plug and make, Light at the, appropriate, line, services vqh!Gh are to be removed or relocated. 3. No action shall be, taken under Section 3.016 without notification to, and authorization from the utility, or other interested party whose lines, piping or conduit interfere with construction work. 3.02 INSTALLATION A. Building Code or other Requirements The installation of all work shall be In accordance vqlth current Code requirements, the architectural general notes, accepted shop drawings, the project drawings, or manufacturer's installation or application instructions. The Contractor and all Subcontractors shall be familiar with the following documents: a. Soils report prepared by Petra &eotechnical, Inc. b. Energy compliance report prepared by Heritage, Energy Group c. Structural calculations prepared by Option One, The Gontractor shall keep a copy of the, above, documents on the site at all times. B. 5upervigion of the Work The Gontractor shall provide Inspection and supervision of the work through completion. The Gontractor shall be responsible for coordinating the, work between the, different Subcontractors and requiring all Subcontractors to use the most current building department approved set of construction documents. The Gontractor shall arrange a pre -construction meeting to review omissions and di!Ecreponcie5 sufficiently in advance of construction to a55ure the orderly progress, of the project prior to the performance, of any work. All parties using those construction documontE, are responsible for reviewing the, full content of these drawings for omissions and discrepancies prior to the start of construction. I. Inspection a. Prior to each phase of work, the Gontractor shall carefully inspect hl!5 Installed work and that of Subcontractors, and verify that all such work is complete to the point where further Installation may properly commence. b. The, Contractor shall verify that this work may be installed In accordance with all pertinent codes and regulations, the original design and the referenced standards. 2. 015crepancle5 a. The Gontractor shall upon the discovery of any and all discrepancies, immediately notify the, Architect. b. The, Contractor shall not proceed with installation in areas of discrepancy until such discrepancies have been fully corrected. G. Gualiffccitions, of Installers I. The Gontractor shall employ only skilled and experienced installers. 2. All helpers or apprentices used for this project shall, at all times, be under full and constant supervision by thoroughly skilled Installers. 3. In determining acceptance or rejection of installed work, no alloviance will be, made for lack OF skill on the part of the installer. Coordination of the kqork The Gontractor shall be responsible for coordinating all work, including that of the, Subcontractors and all subtrades. The Gontractor shall bind each and every Subcontractor -by the terms of the Contract botvqoon the Owner and Gontractor insofar as such terms apply to each such Subcontractor's work. The Owner shall be responsible, for on -site inspections or observations to check the quality or quantity of contractor's work or for contractor's compliance, V,41th the plans or architectural general notes. The Owner shall be, responsible for and have control over construction means, methods, techniques,, sequences, procedures, safety precautions and programs in connection with the work. The Owner shall be, responsible, for, and control or charge over, any acts or omissions of the Gontractor, 5ubcontractor5 or any of their agents or employees, other design professionals,, or any other persons performing any work at the site. E. Manufacturers, Recommendation5 The manuFacturer'5 recommended methods of installation shall be the, basts, for acceptance or rejection of actual Installation used in this work. The architectural general notes refer to various, professn manuals and publications. The Corjroctor a W.Mur 5 5 ali be familiar with and refer to the trade publica rult-i LFU/ their work. MEOW k k", N 4Q, Z fn CL MM LJ W L'i = =(no ct Cat im to IT -8, sn M cncn L'i 1<R1 M w N 0 w 0 13 L_ W 0 N 1-0) 00 0 Cn 0 00■ rP- CC) w CY) En >=co LL Z 0 < < < .0 o Z Z 0 00 4do X q) co U) 0 rn 4­0 ■ lw E O ■ CL E j2 ■ UJ Co Im w CO CD ao C-4 V) Cq CO n I M 0 LO w 0 Ln 0 -r- LO U a_ W �� .I � o C) L0 his JOB NO. 51041DO PROJ. MGR. D.M. DRAWN BY 5.6. CHECKED BY SHEET TITLE SHEET GENERAL NOTES GN-1 --GN-1 F. Other Codes and Standards I- In addition to complying with pertinent codes, and regulations, the Gontractor shall comply with pertinent recommendations contained in applicable, trade o55oc,iotion 5tandard5 and architectural general notes for the work at this projec.L. 2. Mare provisions of pertinent t-_ode.5 and standards conflict with the project drawings or architectural general notes, the more stringent provisions shall govern. G. Manufacturer's Recommendations Except as otherwise Indicated or the drawings, the Gontractor shall apply, Install, connect, erect, use, clean and condition manufactured articles, materials, products and equipment in accordance Hlth the manufacturer's current printed recommendations. The Gontractor Shall maintain one copy of any Such printed recommendations and shall forward two copies of such recommendations to the, Architect and Owner. H. Gleaning and Maintenance I. General The project shall be maintained in accordance with General Industrial Safety Regulations, and OSHA Regulotlons, 2. MotorjoI5 The Gontractor shall use only cleaning materials which are recommended by the Manufacturer of the surface to be cleaned, and to use such cleaning materials only In accordance with the, recommendations of manufacturers of such cleaning materials_ 5. Gleaning During Gonstruction The Gontractor shall effect cleaning in order to insure that buildings, grounds, and public, properties are maintained free from accumulations of vio5te, materials and rubbish. The Gontractor shall Het down dry motorlol5 and rubbish to alloy dust and prevent blowing dust. 4. Safety Gontoiners The Contractor shall provide on the Site an adequate, number of 10 to 20 cubic. yard Safety containers For collection of waste material, debris and rubbish. The, Gontractor shall remove Hoste, materials, debris, and rubbish From the site and legally dlepo!5p, of such materials at public or private, dumping areas off Owner's property. 5. General Gleaning Ouldellnee The Gontractor Shall vacuum clean all interior building areas when they are, ready to receive Finish painting, and to continue vacuuming on an o5-needed basis until buildings are ready for occupancy. All construction Ho5te, materials shall be handled in a fashion so as, not to drop or throw them from heights, and to srhedule cleaning operations so that dust and other contaminants arising from the, cleaning process will not fall on Net, newly pointed surfaces. 6. Flnol Gleaning The Gontractor shall employ experienced or professional cleaning Personnel for the final cleaning of the site, which shall include, but not necessarily limited to: a. In preparation for occupancy, the, Gontractor Shall conduct a final inspection of visible interior and exterior surfaces as well as concealed spaces. b. Remove all grease, dust, stairs, labels,, fingerprints and other foreign moteria1c, from visible interior and exterior finish surfaces, and Shall, 05 designated by Owner, polish 5urfoce5 to a shine Finish. c. Repair, patch and touch-up marred surfaces to the specified finish and to match adjacent surfaces. d. Broom clean all paved surfaces and roke, clean other surfaces on the site. e. Replace air conditioning or hooter filters if such filters were operated during the construction. f. Glean ducts, blowers and coils, if air conditioning units were operated without filters during the construction. g. Maintain a cleaning staff until the, project, or a portion thereof, Is occupied by Home Owner, or Owner's designees. I. Warranty. I. The Gontractor shall reploce or remedy any faulty, improper, or inferior materials or workmanship, or any domage to the work resulting therefrom, without cost to Owner, so long as such defects or damage appear within one, year of completion and acceptance of the, work under the Owner and Gontractor agreement. The, Gontractor Shall not be responsible For replacement or remedial action for problems resulting from ordinary Near and tear. 2. State or Federal Law shall, however, govern the length and type of warranties If such loiv4s are more stringent in duration or type, than that set forth in Part 3.021 of this contract. 5. Gontractor shall require, the, roofing Subcontractor to furnish a maintenance agreement co -Signed by the, Contractor to maintain the, roofing In a water tight condition for two years commencing after the first local rainfall following acceptance. by Owner of not less than 1.0" in 24 hours, or alternatively if on completion of any built-up roofing all roof drains and overflows are, sealed and water to a depth of 2.0" is, maintained for 24 hours on the built-up-roofswithout damage to such roofs or leakage within the underlying structures. 4. The, Gontractor shall require, each Subcontractor undue, emphasis (the, roofing Subcontractor Included) to provide a written warranty stating that work executed by each such Subcontractor Is free, and will remain free From defects in material and workmanship for one, year from the date of acceptance of his work by Owner, and that he will repair and replace, (within a reasonable time after receiving notification) such defective work without cost to Owner. Such written warranty from each Subcontractor is not intended to, nor shall it, Preclude Owner from Pursuing other legal remedies available to him under State, or Federal laws. 5. The, Gontractor Is aware that he, Is reEponslble for providing materials and construction vqhoE7e quality, value and r7ervIceabillty will exceed the, epeclFled minimum warranties and warranty periods for 5ubcontractor!5, stated in Part 3.02 1 of this section. The exposed materials used In the construction of this project will deteriorate as the completed project ages unless properly and routinely maintained. Owner' shall provide or cause the development of a comprehensive maintenance, manual Hh[r,h shall be, given to each homeowner which specifically describes required periodic inspection, maintenance, repair and replacement of building and surrounding components. Special attention shall be given to landscaping, landscape Irrigation, site drainage, building Hater run-off control, moJor structural components, waterproof walking surfaces and exposed wood and metal. Adequate, funds shall be allocated by those responsible for such maintenance to Insure required maintenance is performed in a timely manner. 5.05 NRITINC55 PROVIDED BY GONTRAGTOR TO OWNER A. Subcontractor List Upon execution of the Owner/Gontractor agreement, the Gontractor shall Provide Owner with a complete If5t of the names, odolre.55e5 and telephone numbers of all 5ubc.ontractoi-5, suppliers, fabricators, and manufacturers engaged in the execution of this project. B. Maintenance Manuals The, Gontractor shall deliver to Home Owner all available operation and maintenance, manuals for equipment and products used in the subject work. The Gontractor agrees to provide, a hard cover three-ring binder for each manual provided. G. ManuFacturer's Warranties The Gontractor shall deliver to Owner any and all manufacturer's warranties for equipment and products used in the 5ubject work. END OF SECTION 01011. SECTION 02010 -Subsurface Investigation 1.01 DESGRIPTION A soil investigation report has been prepared by Petra Oeotechnfcal, Inc. 3155-A Airway Avenue, Costa Mesa, 6A c42626 hereafter referred to as Soils Engineer. This report Has, obtained for the, Devefloper'5, use in design and is a part of the Contract Documents. The, report and log of borings is available for Owner's information but Is not a warrant of subsurface conditione, and will not relieve the Owner from the, risk of unanticipated soll or gubsurface. conditions. 1.02 ADDITIONAL INFORMATION The Bidder should visit the, site and acquaint himself with exl5ting conditions. Prior to bidding, Didders may make their awn subsurface lnvestiqatlon!e, to satisfy themselves as to site and 5ub!5urface, conditions but such subsurface investigations shall be performed only under time schedules and arrangements accepted in advance by the Engineer. 1.03 DUAL ITY A55URANGE An Engineer has been retained by the Developer to observe performance of all earthwork in connection with excavating, filling, and grading. Work performed that does, not meet technical or do5iqn requirements shall be corrected by the, Developer. No deviations from the Gontract Documents without 5pecific. and written acceptance of the, Engineer shall be, accepted. END OF SEGTION 02010. SECTION 03000 - CONCRETE REFER TO 5TRUGTURAL (POST -TENSION) ENGINEER'S PRAININ65 BY OTHERS FOR CONCRETE 5PEGIFIGATION5, NOTES, DETAILS, AND EMBEDMENT5 TO BE USED ON TH15 PROJECT. END OF SEGTION 05000. SECTION 03510 - GYPSUM CONCRETE PART I - GENERAL 1.01 5GOPE A. The, contractor shall furnish all labor, materials tools and equipment to install gypsum concrete underlayment as shown on the drawings and/or specified herein. B. Gypsum concrete Is designed for interior use only. PART 2 - PRODUGT 2.01 MATERI ALS A. Gypsum Cement - Gyp -Crete floor underlayment compound as manufactured by the GYP-GRETE GORPORATION of Hamel, Minn. B. Primer - Gyp-Grete Floor Primer. G. Sand - 1/16" or less Hashed mason, mortar or plaster sand. P. Water - Potable, free from impurities. PART 3 - EXEGUTION 3.01 INSTALLATION: Over New Gonstruction. A. Minimum construction shall be 5/4" Gyp-Grete, 5/6' 42/20 5ubfloor grade plywood with exterior glue, joists, Spaced maximum lcl.2" O.G. Plywood must bear an APA grade - trademark and be fastened in accordance with APA recommendations. B. Subfloor to be broom clean, and free of mud oil, grease or other contaminants. G. 5pray one coat of Gyp-Grete underlayment u!afnq approved mixing/pumping equipment per manufacturers recommendations, spreadinel and screening to a smooth surface. D. Apply (5yp-6rote, underlayment using approved mixing/pumping equipment per manufacturers recommendations, spreading and screening to a smooth surface. 3.02 AC_.OU5TIr, NOTE A. To minimize damage to installed underlayment and to complete fire and sound 5ea15, pouring should be Scheduled after the Installation of drywall. END OF 5EGTION 03510. SECTION 05000 - METAL PART I - GENERAL 1.01 5GOPE A. Furnish all metal shapes, supports, angles, bars, plates, bolts, and attachments as they relate, to grille, gates, railings, etc, that are not part of structural siteol or other metal Framing systems. Furnish all Holding, shop priming and include Installation o5 required to complete work. 1.02 WELDS A. Holds shall be ground smooth, all weld splatter removed. All work and materials shall meet the latest edition performance 5tondord5 of the "American Welding Society, Inc." - AV45. PART 2 - PRODUGT5 2.01 MATERI ALS A. See drawings, or shop drawings by others for sizes, material and attachments. All hardware connectors subject to weather/moisture exposure shall be hot dipped galvanized or properly primed and pointed to prevent rust or corrosion. Ghent shall provide, a metal 15,pecfall!5t to review locations of all ornamental and miscellaneous metal subject to weather/moisture exposure and shall specify materials and/or treated with protective, coating so as to prevent rust or corrosion. PART 3 - EXEGUTION 3.01 INSTALLATION A. All blocking to receive attachments Shall be provided under rough carpentry. B. Gontractor shall submit shop drawings of decorative iron work to GlIent and Architect For review for conformance with visual design concept prior to fabrication. END OF SECTION 05000. SECTION 05100 - STRUCTURAL STEEL FURNISH ALL STRUCTURAL STEEL SECTIONS, BOLTS, PLATES, STUD BOLTS, STAIRS, INSTALLATION TEMPLATES, FTG. AS 5HONN IN 5T-RUCTURAL DRAWINGS AND DETAILS AS REQUIRED TO COMPLETE k\40RK. REFER TO 5TRUGTURAL DRAIN IN65 BY OTHERS. END OF 5EGTION 05100. SECTION 06000 - CARPENTRY REFER TO 5TRUGTURAL ENGINEER'S DRAWNC-a5AND NOTES. END OF SECTION 06000. SECTION 06200 - FINISH CARPENTRY PART I - GENERAL 1.01 SCOPE A. Furnish and Install all finish carpentry complete,, Including trim, door frames. B. Installation of finish hardware, both occe.55orle5, cabinet pulls, etc.. 1.02 V4ORKMAN5HIP A. All joints shall be tight and true, and securely fastened. C.,orners shall be, neatly mitered, butted, or coped, with nails 5et and surface.'s. free of tool marks. 5. Hood work shall be, accurately scribed to fit adjoining surfaces. G. All work Shall be machined or hand -sanded, sharp edges and splinters removed, and completely prepared for finish. D. Full length continuous boards shall be used wherever applicable or specifically noted. PART 2 - PRODUGT MATERIALS 2.01 DOOR FRAMES: PRE -HUNG A. Frames, shall be set plumb and true, tightly secured, and Protected during the, course of construction, 2.02 DOOR GASIN6: GLEAR PINE, FINGER -JOINTED, PRE -FIT A. All vertical and horizontal trim members !hall be, In longest practical lengths. I. Wood Trim: (door, window, projections). Refer to drawings. 2, Wood Base: As selected by Developer. 5. Exterior Woodwork $ Trim: Refer to drawings. B. Fascia 4 Barge Boards: Refer to drawings. G. Exterior Trim: Refer to drawings. END OF 5EGTION 06200. SECTION 06400 - CASEWORK PART I - GENERAL 1.01 SGOPE A. Furnish and install all casework complete. PART 2 - PROIDUGT5 2.01 GASEVqORK A. Kitchen cabinets: as selected by Developer. B. Both cabinets.- as 5elected by Developer. G. Linen cabinets: a5 selected by Developer. D. Laundry cabinets: o5 selected by Developer. E. Shelving shall be, edge bonded. 2.01 GOUNTERTOP5 A. Kitchen: a5 5oloctod by Developer. B. Baths: as selected by Developer. G. Linen: as selected by Developer. D. Laundry: as, selected by Developer. PART 5 - EXEGUTION 5.01 WORKMANSHIP A. All joints Shall be tight and true, and securely fastened. Corner5 shall be mitered, butted, or coped, nalle, !set, and surfaces free of tool marks. B. U50 concealed fastenings where possible. G. All cabinet work scheduled For point or stain finish shall be smoothly dressed and sanded. D. Install all work level, plumb and true. 15crlbe members accurately In place, to fit adjoining Surfaces. F. Verify appliance sizes with Developer and supplier. END OF SECTION 06400. SECTION 07115 - ELASTOMERIC SHEET WATERPROOFING PART I - GENERAL 1.01 SGOPF A. Furnish and install all waterproofing complete. PART 2 - PRODUCTS 2.01 MATERIALS: A. Waterproofing !hall be, A.R. &race 4 Go. 6race, Gonstruction Products Division, "Ice � Water Shield" a 40 mil. !elf -adhering membrane of rubberized asphalt integrally bonded to polyethylene, sheeting. B. Provide approved adhesive for installation as required. PART 5 - EXEGUTION 3.01 INSTALLATION: A. Install in accordance with accepted shop drawings, manufacturer's and Trade A55ociotionb printed installation in5l;ructfon5 and as indicated on drawings. IGE30 Report 4252. Six (ro") inch minimum lop at all adjacent Hall 5urfoco5. END OF SEGTION 07115. SECTION 07191 - VAPOR BARRIERS (SISALKRAFT MOISTOP) PART I 6ENERAL 1.01 APPROVALS: A. For use, as a moisture, protection barrier in sash and door assemblies and as detailed in drawings where a barrier sheet Is required. PART 2 - PRODUCTS 2.01 MANUFAGTURERS A. Fortifiber Gorporation 2.02 MATERIAL5 - M015TOP FLASHING A. Paper - Laminate Vapor Barrier: -Black polyethylene - 45# Kraft paper - glass fiber reinforcement - Block polyethylene, rated .10 perms, or lee>5. IGBO #1025 B. Provide approved adhesive for installation PART 2 - EXEGUTION 3.01 IN5TALLATION A. For proper instal lotion, the flashing is Positioned under the, bottom window flange first, then under the two flanges of the vertical 15ido!5. The lo5t piece is positioned over the Flange, and across the, top of the, window. Flashing to extend at least 6 Inches over the head and 6 Inches beyond each jamb. B. Install vapor barriers with fasteners as appropriate, for supporting substrate, and of a type recommended by vapor barrier manufacturer. G. Before covering over vapor barriers with other work, patch punctures and tears with adhesively applied barrier material or tape with perm rating equal to barrier rating. END OF 5EGTION 071ql. SECTION 07200 - BUILDING INSULATION PART I - GENERAL. 1.01 5GOPE A. Furnish and install complote, thermal and sound in!5ulatlon if required. PART 2 - PRODUGT5 2.01 MATERIALS A. Thermal Insulation: According to Title 24 for energy compilance requirements. PART 3 - EXEGUTION 3.01 INSTALLATION A. Thermal Insulation: Install butts between Joists, at all ceiling areas exposed to roof or attic. OrOO5 (including any vertical Nall areas separating living spaces from attics between ceilings and roof) and between studs, at all exterior walls. Batts Shall be securely installed and tightly fitted. E3. Sound Insulation: See Acoustic Report if required. END OF 5EGTION 07200. MF; Party AaII5 and Party Floor/Ceiling a55emblie5 as detailed. SECTION 07240 - FOAM BUILDING SHAPES PART I - GENERAL. 1.01 5GOFF A. Furnish all labor, materials, tools and equipment to Install foam building 5h0P`e5 as Shown on the, drawings. B. Foam building 5hope5 described herein are, for exterior use only. 1.02 RELATED ViORK A. Substrate B. 3 coat exterior Portland cement plaster. PART 2 - PRODUGT 2.01 MATERIALS A. Assorted foam building !31riape5 as shown on drawings of expanded polystyrene as manufactured by VEF0 ING., Walnut GA. or Advanced Foam, Gardena, GA. 5 lb density where within 2-6' of grade. 2 lb density where between 2-6' and 6-0" above grade. I lb density elsewhere. E3. Galvanized nails with plastic washers. G. Fiberqla55 Scrim cloth. PART 3 - EXECUTION 5.02 INSTALLATION - Complex Foam Shape A. Install foam shape, over scratch and brown coat, using a synthetic base coat with a notched trowel to adhere the foam to the, Hall. E3. The face of the foam is, covered with a base coat and Scrim mesh, with the, mesh overlapping above and below the foam Shape a minimum of 2-inches. G. The, entire Hall Is then color coated with conventional color coat Portland cement plaster. END OF SECTION 07240. cer Car UJ 0 M a N 0 0 U)WN 0 OL N 0) 00 0 CF) 10 0 CC) co 3 0 UJ 'go (0 CV) U. 00 >= Z �. (n 0 W �Q C: .0 4-1 10 Z Z 0 o� d X CID 0 U) -C 0 0- N rn ■ 4-d UJ E cm) (n ■ CL E LU12 N 0 ■ UJ C) C) C%4 ao co n tn MJ 4-0 LO w LO 0 UU LO 0 a- 4 _I � °a C Cn JOB NO. 9041.00 PROJ. MGR. D.M. DRAWN BY 5.6. CHECKED BY SHEET TITLE SHEET GENERAL NOTES I NAA'' -2 0 SECTION 07600 - FLASHING AND SHEET METAL PART I - GENERAL 1.01 5GOPE A. Provide, all labor, moterlol!5 and equipment to instal sheet metal shown on the droNM95 and as noted herein. 1.02 QUALITY A55URANGE A. Shall conform to requirements of Sheet Metal and Air Gonditioning Contractors Association, Inc. (SMAGGNA) "Architectural Sheet Metal Manual" and codes. PART 2 - PRODUCTS 2.01 MATERIALS A. Sheet metal shall conform to ASTM A561, pointable under the standard methods, gouge, shall be as, indicated and in no ca5o, 1e,55 than 26 gauge. B. General: Provide all fIa5hIngs, louvers, Hall vents, roof flashing and any other miscellaneous sheet metal as required for complete job. C. All vents shall be covered in 1141" mesh screen. D. Venting: Provide proper cross venti lotion to of I- attics and under floor 5pace,5 per UE3(,- section 2517. E. Provide corrosive resistant gutters and downspouts as required by the 15o!1!5 report and where selected by the developer. Downspouts shall discharge into a separate subsurface drainage system or onto a splash block whose location has been approved by the civil and soils engineers. Downspouts shall not discharge onto, adjacent roof 5urfoce,5, waterproof walking 5urfoco5 or planter areas adjacent to structural foundations. F. Dryer vents,: vent dryer to outside air with minimum 4" diameter smooth metal duct with back draft damper, manufacturers specifications and local jurisdictional 06*lrement5. Length of run and number of bends to be minimized. Duct runs exceeding maximum allowed by code or manufacturer shall be oversized to insure adequate, air flow. Per U.M.G. Ghoptor 5, Section 504, Ghoptor b, Section 6. Exhaust fan vents: per U.M.G. Chapter 5, Section 504, provide bockdraft dampers. Use hooded wall vent where po55ible, other than roof. Island cook -top vent underslob to too space of base cabinet through exterior wall to outside air. Vent to terminate, per U.M.G. Chapter &, Section 806. FART 3 - EXEGUTION 5.01 INSTALLATION A. Flashing and similar items related to the roof or waterproof membranes shall be installed in cooperation with the, roofing sub -contractor. B. Provide, F Ia!5hInq and counterf lashing to extent Indicated on the droN1n9!5 and necessary to insure watertight conditions. Special core should be taken to provide flashing in areas More, different materials meet. G. Work shall be accurately Fabricated to detail and Fitted to job conditions. D. Lock 15oomsi (if required) shall be flat and true to line, 1/2 Inch wide, 5v4eotod full with solder. END OF 5EGTION 0-7600. SECTION 07915 - SEALANTS AND CAULKING PART I - GENERAL � I rol a 6 ��* '- ii A. Provide labor, material, equipment and services necessary for installation of sealants and caulking complete as Indicated on dr,ovqIng9 and as required. E3. Principle Work In This Section: I. Coordinate, all work in this section with related work. 2. This, section contains general notes pertaining to caulking and sealants throughout the project as indicated or required and becomes a part of all trade sections, requiring sealants. The term "Caulking" or "5ealant" is used throughout the droNM95 and general notes, to define, o5 the, materials and methods of filling with an elastic compound the, small crevices, holes, separations, and Joints between similar and different materials that cannot be sealed by any other means to prevent the passage or penetration of wind, rain, water, and dust; to make joints vqeathortight. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. other requirements of the Gontrocb Documents including, but not nec.055orlly limited to, pertinent portions of Division I of these general notes, apply to the work of this Section as fully as though repeated herein, B. Doors and KricloNs. C. 61o55 and Glazing. P. Fla!5hlng and Shootmotal. 1.03 QUALITY A55URANCE: A. Godes and Standards: I. Sealant 4 kNoterproofers Institute. 2. National Roofing Contractors Association (NRCA) "NRGA Roofing and Waterproofing Manual." 1.04 SUBMITTALS: A. Submit, with materfals, list, duplicate, samples of sealant colors, proposed for acceptance and selection. FART 2 - PRODUCTS 2.01 MANUFACTURE Products of only one manufacturer for respective items shall be, used throughout the, project for each item of material noted under this 5ection unless otherwise indicated on the, drovfln95 or noted herein. 2.02 GHARAGTER15TIGS A. Golor: Unless, indicated or noted otherwise, exposed sealants shall match color of adjacent materials. Where adjacent materials on each side of joint are different colors, use sealant color as directed by Developer. If color is not available From one, manufacturer, obtain from another manufacturer. B. Staining: Joint fillers, primers, or other materials used In conjunction with sealants shall not cause Staining of sealants or materials to which they are applied 2.03 MATERI AL5 A. Sealant Types and Locations: I. At general Noll locations and around perimeter of toilet fixtures! One part silicone sealant as manufactured by Dow Gorning Gorp., General Electric Gorp. or equal by Tremco. Surfaces Dow Corrl!nQ Gen. Elec. Non -porous surface #1200 s,uc,h as glo55, metal, ceramic, and plastic Porous surfaces Such #7cfO #1500 as block and concrete, Locations such a5 #-786 #1-700 ceramic, tile, plumbing fixtures and other5, where a mildew - resistant sealant 15 required Locations where a high #123 1200 degree of movement 15 anticipated 2. For Joints in floors: Use two-part Polyurothano. 40-45, Shore A; Rubber -Calk 250, manufactured by Products Research and Ghemfcal Gorporation; 13eta5eal #450," with formulation to obtain Shore A hardness of 40-45 by Essex Ghemical Corporation, or "Darsea I-U Traffic Grade" by Grace Gom5tructjon Materials. Do not use bituminous materials. 3. For all other interior locations; use compound to mot,-.h adjacent work, ono -part non -sagging, permanently elastic butyl or similar polymer Elostomeric, Butyl Gaulk" by N.R. Meadows, Inc. or "PRG Rubber Galk 2000 Sealant" by Products Research and Ghomicol Gorp. B. Primer.- A5 required by sealant manufacturer printed installation instructions for use with sealant and application onto the, various types of materials to which sealant is applied. G. Gleaners: Nhere, required in lieu of primers, use those required by sealant manufacturer printed installation instructions. D. Joint Filler: Must be, compatible, with sealant used and as, required by sealant manufacturer printed installation instructions. I. Neoprene, or closed cell plastic, foam "rod." 2. Felt tape: MIL-F-5656A, pre,55uro-5en5ftive odho5lvo, with interliner on one, face, 1.5 mm thick. 3. Goulking bead or tape; Approved non-drying elastic. polymer type with Inorganic fillers, for optional use in place of Felt tape,,. 4. Extruded Neoprene: A5TM D 750. 5. Fillers and backing shall be, Free from oil or other staining elements and compatible, with the sealant used. Oakum and other types of absorptive materials shall not be used, including materials impregnated with solvent or bituminous materials. Filler and backing material shall be, of a compres!51ble. nature. PART 5 - EXEG-UTION 3.01 APPLIGATION Apply in accordance with manufacturer's and Trade, A55ociotion'5 printed installation instructions and as indicated on drawings. A. Joint Dfmen5lon5: No joint shall be less than 1/4 Inch Mole. Depth of sealant 5holl not be greater than the width nor less than 1/4 inch.. For joints one. inch Nide or greater, depth of sealant shall be at least 1/2 the, width. B. Joint Preparation: I. Perform in Strict accordance, with monufocturor'5 printed installation instructions. 2. Remove protective coating from aluminum components so that sealant adheres to base metal. G. Joint Filler. Use where joints are, -deeper than 1/2 Inch. Position accurately inside joint to within 12 mm of surf ace, to o!5tabl 1!5h and contro I the uniform designed thickness of !sealant. Ahore. Joh6p peanoV&6.3/4 inch vqlde, place f 11 ler so that depth of joint to receive, sealant does not exceed 1/4 inch. D. Sealant Placing; Apply material with sufficient pressure to completely Fill the vold space, to assure, complete, Netting of contact area and to obtain uniform adhesion. During application, keep tip of nozzle, at bottom of joint, forcing sealant to f I I I from bottom of joint to top. Finish jointe, smooth and flush vqlth adjacent surface unless detailed otherwise. Modification of the sealant by addition of liquids, solvents, or powders is END OF SEGTION 07NI5. MF: Party NoII5: Caulk plates, Gypsum board and Electrical boxes with approved sound caulking o5 detailed on the, Fire Protection Sheets. SECTION 08200 - DOORS PART I - GENERAL 1.01 SGOPE A. Provide, materials, equipment, and 15orvlco.5 necessary for Installation of doors complete as scheduled. B. Extent and location of each type, of door as, Shown on drawings and in schedule. 1.02 QUALITY A55URANGE A. Doors shall meet or exceed NWA Industry Standard 1.5.1, and the, requirements of V41C, For Gu5tom Oracle Door. B. Hardboard door shall meet HSMA I.S. 1.1-50 and f3o5e, hardboard Standard PS-58-15. PART 2 - PIRODUGT5 2.01 DOOR TYPES A. Entry door: As selected by Developer. B. Flush Exterior Doors,: 1-3/4" thick; solid core, construction; hardboard faces; size per plan; point grade. C. Flush Interior Doors: 1-5/5" thick; hollow core construction; hardboard face,!5; size per plan; point grade. D. By -Pass Nordrobe, Doors: As selected by Developer; size per plan. E. Re.51dential Cvaroge Doors: Shall be Size and type as indicated on draNings, complete with rough hardware. Provide automatic electronic door operator if indicated on Drawings. Louvered Doors: 15!ze, and material to match typical interior doors. Louver!5, provided at service rooms shall provide a minimum 100 sq. in. net opening for make-up air as required by U.M.G. Section clOb. G. Water Heater / FAU Gompartment Doors: shall be weather stripped to separate unconditioned space receiving combustion air from conditioned Space. H. Doors in occupancy 5operation Halls: I hour Fire re5I!5,tIve door and assembly with self -closure, 5-2/U-1. PART 5 - EXECUTION 3.01 FITTING AND HANC71NC-2 OF DOOR5 A. Each door shall be accurately cut, trimmed, and fitted to its respective frame, and hardware with allowance For painter's finishes,. B. Clearance at the lock and hanging stiles and at the top Shall not exceed 1/6 Inch. Glearance at the, bottom shall be adjusted for finish floor covering schedule, including carpeting. G. Lock stile edges shall be, beveled. D. Door shall operate, freely, but not loosely, without sticking or binding without hinge bound conditions; and with all hardware properly adjusted and functioning. E. Hardware and operational pressure to conform to requirements of local juri5dfr,tion. END OF SECTION 08200. SECTION 08560 - VINYL WINDOWS PART I - GENERAL 1.01 SCOPE A. Provide labor, materials, equipment and services necessary for installation of vinyl windows complete o5 indicated on drawings and required flashing. 1.02 QUALITY A55URANGE A. 6odo5 and Standards: I. Local E3ulldlng Gode, current edition. 2. American Architectural Manufacturer's Association (AAMA), AN51/AMMA PART 2 - FRODUGT5 2.01 MATERIALS A. Vinyl Windows: Shall be selected by Developer. Fixed, single hung, or horizontal sliding windows conforming to Specification Hs,-BI in ANSI A154.1 and AAMA 502.8 for residential windows, complete with Screen; sizes as indicated. Color to be factory extended white finish. B. All required egress viincloyqe are to comply with section 310.4 or the, UE3G. C. Glazing.. Refer to Section OaaOO - Glass and blazing. D. Vapor t Air Retarders. Refer to Section 07191. PART 3 - EXEGUTION 5.01 INSTALLATION A. Shall be, in accordance with manufacturer's printed installation instructions. END OF SEGTION 06560. SECTION 08700 - FINISH HARDWARE PART I - &ENERAL 1.01 SCOPE A. Provide and instal fini:5h hardware. PART 2 - PRODUGTS 2.01 FINISHES A. Material for exterior and Interior doors to be, selected by Developer. B. Thre5hold5 to be anodized aluminum. 2.02 KEY l NO A. Locks to be individually keyed. Each look to have two change. keys. 2.03 BUTTS, A. Doors to have, a minimum of 1 1/2" pair butts. Doors 1 3/4" thick, up to 56" in width, are, to have, (4) 1 1/2" x 1 1/2" butts; door 1 1/2" thick, up to 56" In width to have, (5) 1 1/2" x 1 112" butts. Exterior outsvilinging butts to be, nonferrous, with non -removable pins,. No low frequency butts are to be, used. 2.04 LOCK SETS AND LATCH SETS A. Standard CIa55 A residential duty cylindrical locks and latches with wrought trim Lock sets shall have a 2" backset with I" deadbolt5. 2.05 TYPE OF LOGK SETS AND LATGH SETS A. Entry Doors: Selected by Developer. B. Interior Doors: Selected by Developer. 2.06 Y,EATHER5TRIFPIN(5 A. Exterior Doors: Shall be completely Neother5trfpped with zinc, mortise, type as Y4eatherstrippfng Company," or equivalent. B. Thresholds: Aluminum, bronze anodized, to meet all applicable disabled accessible route requirements vihere, required. Threshold to be separated from direct contact with concrete as required to prevent corrosion. Threshold shall be set in corrosion resistant 5illpons, caulked and sealed or otherwise installed to prevent water intrusion. PART 3 - EXECUTION 5.01 Shall be, in accordance vqlth local code and security regulations, manufacturer's printed instructions, and as indicated on drawings and within sheet G5G.I. END OF 5EGTION 08700. SECTIONS 08800 - GLASS AND GLAZING PART I - GENERAL 1.01 SCOPE A. Furnish and install all glazing and mirrors other than factory glazed door and., NIndov4!E,. Glazing shall be done, during Finish work. 1.02 QUALITY ASSURANCE A. All glass shall conform to the related provisions of Federal Specification DD-6-451 for standard glass and Federal Specification DD-&-1405, for tempered q1a55. Glazing shall conform to provisions of the "Safety Standard for Architectural Glazing Material" (IroCFR 1201) issued by the Gonsumer Product Safety 6omm!55ion, offective, July ro, lcf-7-7, Chapter 24 of the Uniform Building Code. PART 2 - PRODUCTS 2.01 MATERIALS A. Float gla!5!5, shall be flat drawn, 3/16 Inch thick, clear double strength 'B" glazing grade. I. Tempered heavy float glass shall be, 114 inch thick clear glass. 2. Mirrors: 114 inch polished plate glo55 v,41th polished edges. 3. Provide safety glazing in hazardous areas, Including: aj olazing in ingress and egress doors. t22 Glazing in fixed and sliding panels of sliding doors assemblies and swinging doors other than wardrobe doors. cj 61azing in storm doors. dj 61azing in all unframed storm doors. !g�LGIozinq in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. blazing in any portion of a Nall enclosing those compartments where the bottom exposed edge of the glazing is less than 60 inc,hoc, above a standing surface and drain inlet. EL01oz[rig in fixed or operable panels adjacent to a door where the nearest exposed edge, of the glazing is within a 24-Inch arc of either vertical edge of the, door In a closed position and where the, bottom exposed edge Is less than 60 inches, above the walking surface. g � 61azinq in individual fixed or oporable, panel, other than those locations de5cibed in Items g� and 0 above, that meets all of the following conditions: (1) Exposed area of an individual pone, 15 greater than ci square Feet. (2) Exposed bottom edge, 1o55 than 15 inche,5 above, the floor. (5) Exposed top edge greater than 56 Inches above the floor. (4) One or more walking 5urface5 within 36 inches, horizontally of the plane, of the glazing. bLOlazing in railings regardless of height above a walking surface. Included are structural baluster panels and non-5trucural in -fill panels. PART 3 - EXECUTION 3.01 IN!5T^LLATIC,>N A. Shall be in accordance with requirements of "Gon5umer Products Safety Commission Rulfrigs, 166FR1201, "Safety Standard For Architectural Glazing Materials" effective July 16, lcl71 and in accordance with Flat 61o55 Marketing Association. "Glazing Manual", manufacturer's, Installation instructions, and 05 indicated on drawings. 61055 on installation shall have, no tong marking, or oil conning. END OF SECTION OWOO. SECTION 09200 - PORTLAND CEMENT PLASTER PART I - GENERAL 1.01 SCOPE Furnish and Install all plastering work complete, Including grounds, screeds and co5fnq5. 1.02 DUAL ITY A55URANGE A. Code and Standards: Comply with applicable requirements of governing codes. PART 2 - PRODUGT5 2.01 MATERIAL5 A. Portland Cement Plaster: -7/8 inch minimum thick 5-coot application (scratch, brown and finish) over 1/4-inch self -furring galvanized Hire loth over type, 15 felt and Hire backing or K-loth "Aqua K-lath", Grade 0, waterproof vapor barrier with building paper backing, type SFE3 self -furring. (NOTE: two (2) loyor5 grade, '0' kraft waterproof building paper over all Hood based sheathing per !Eectlon 2546.4 of the UBC,) B. Finish Coat. Integral color stucco, factory prepared mineral pigments, color to be, selected by Developer. C. Texture,: Sand float finish. (20/30 min) D. Drip Screed: 26 gouge with weep holes, corrosion resistant. E.5offlbs: use, hi -rib loth as recommended by stucco, manufacturer. F. Corners: all outside corners to be rein -forced with bullno5e, corner guards. G. Drip 5creeds,: in 1MM-3p screeds at -F-drf underside of all &0 w_ Stucco soffits and r 55 5. 10349 a io ,solo UJ tn Ln O M ■ UJ 1- N w 0 Wti 0 0 N ■ 0) 0 V 0 00 00 CIO w . Q (0 CM CIO >= U. Z �. Q d �. 0 0 ■ C 0 Z Z 0 00 X TM 0 co -C 0 CL ■ o 10 CO) a LLJ E a ■ 10 CL E �2 UJ■ 0 ■ UJ_ C) C) CM C) CU to 0ao1 C-4 to CN I Ln N12 Fn r. 0 LO Lo 0 LU U13 0 M X o c uJ 0 4� I K" Cr) U rd JOB NO. 51041.00 PROJ. MGR. D.M. DRAWN BY 5.6. CHECKED BY SHEET 1111-E SHEET GENERAL NOTES I GN-3 --GN-3 H. Expansion Joints: install expansion joints and veep joints as recommended by stucco contractor. Architect to be notified of locations prior to installation. I. Exposed Goncrete Foundation: finish color coat all exposed surfaces. P p PART 3 - EXECUTION 5.01 WORKMAN514 I P A. Perform all mixing, plastering and plaster curing In strict accordance with the provisions of the referenced Standards. B. Provide rounded reinforced edges at outside corners. END OF SECTION 061200. SECTION 09250 -GYPSUM BOARD PART I - GENFRAL 1.01 SCOPE Furnish and install all gypsum wallboard work complete. 1.02 QUALITY A55URANGE Gypsum Association GA-216 "Recommended Specifications for Appl Finish of Gypsum Board". PART 2 - PRODUCTS 2.01 MATER I AL5 A. &ypsum Board: I. ASTM G36; 1/2 inch thick, except as noted on drawings. 2. A5TM G36; 5/8 inch thick, Type "X", fire re5i5tive type, UL rated; as, noted on drawings in garage and under Stairs. 3. ASTM 636; 5/8" inch thick at all truss ceilings with 24" O.G. spacing. 4. Moisture Resistant Wallboard and Gelling Board: Use in wet areas as recommended by Gypsum Board Manufacturer. B. Metal Gorner Bead, Gosing, and Trim C5a Ivanized: I. Bullnose bead at external corners. G. Tape a Compound: As, recommended by gypsum board manufacturer printed fnstructfons. D. Nailing: Per code (See structural engineer's drawing for special nailing requirements). PART 3 - EXECUTION 3.01 WOiRKMAN5H I P A. All joints in finished surfaces Shall be taped and ffni5hed with joint cement. Reinforce all corners. B. Provide metal trim at all exposed edges and external corners. G. Trim shall be tight to wallboard edges, plumb, level and true to plan, securely attached. D. Gonceal exposed nail or scream head with joint compound. E. Nails shall be annular ring (ON5-54) conforming to ASTM G380-58T. Wallboard scree may be 5ub5tituted in lieu of nails. 3.02 PLASTER FINISHES A. V�Ia I Is : Painted, light orange peel. B. Gelling5: Painted, light orange peel. 3.03 FIRE BLOCKING / ORAFTSTOPPING A. Fire Blocking: 1/2" Gypsum Board, max 10'-0" o.c. In Soffits and other concealed spaces too large for solid blocking. Gonform to UBG Section 708.2. B. Draft Stopping: 1/2" Oypsum Board in locations too large for solid blocking. Gonform to UBG Section 708.3. MF: see Fire Protection Sheets for multi -family fire separation requirements. END OF 5EGTION OQ250. SECTION 09300 - CERAMIC TILE PART I - 6ENERAL 1.01 SGOPE Furnish and install ceramic tile complete a5 indicated. 1.02 QUALITY A5SURANCE Tile Council of America "American National Standard Spec ificatlong for the Installation of Geramic Tile", "Handbook for Geramic Tile Installation" (current edition), all as amended by Geramic; Tile In5titute's recommendations. PART 2 - PRODUGT5 2.01 MATERIAL A. Kitchen/Both Tops: As selected by Developer. B. Hard Tile Flooring: As, selected by Developer. G. Bath wa I Is: As selected by Developer. D. Grout: Go l or as selected by Developer. PART 3 - INSTALLATION 5.01 INSTALLATION Shall be in accordance with TGA "Handbook for Geramic Tile Installations" (current edition [thick set]). END OF SEGTION OQ300. SECTION 09666 - SHEET VINYL FLOORING PART I - GENERAL 1.01 RELATED WORK 5PEGIFIED ELSEWHERE: A. Other requirements of the Gontract Documents Including, but not necessarily limited to Section 1011 of these general notes, apply to the work of this 5ectfon as fully as though repeated herein. B. Goncrete substrate. 1.02 SUBMITTALS: A. Samples: With materials list, submit duplicate samploE) for Architects acceptance and selection. 1.03 PRODUCT HANDLING: A. Unless otherwise directed, store material5 in original containers at job site at not less than 70 degrees F. for not less than 24 hours immediately before Installation. 1.04 JOB GONDITIONS: A. Maintain temperature in Space to receive flooring between r70 degrees F. and q0 degrees F. for not 1e55 than 24 hour5 before and 4e? hours after installation. Maintain minimum temperature of 55 degrees F. after flooring is installed except as noted above. END OF SEGTION Or%66. PART 2 - PRODUCTS 2.01 MATERIALS; A. AS selected by developer. PART 3 - EXEGUT I ON 5.01 INSTALLATION: A. Install in accordance with manufacturer's and Trade A55ociotion'5 printed installation instructions and as Indicated on drawings. B. Upon completion of instal lotion of f loor covering, adjacent work, and after materials have set, clean surfaces with a neutral cleaner as recommended by manufacturer for the type of floor covering material Installed. SECTION 09900 - PAINTING PART I - GENERAL 1.01 SGOPE Furnish all labor and materials to complete painting and Fini5hinIg work including preparation of surfaces, other than those that are factory primed. PART 2 - PRODUGTS 2.01 MATERI AL5 A. Submit list of materials and manufacturer for approval. B. All materials Shall be delivered to the site in sealed original manufacturer's containers. G. Paint. Selected by Developer. D. 5toln: Selected by Developer. 2.02 COLORS As, Scheduled by Developer. 2.03 PREPARATION OF SURFAGES A. Surfaces shall be clean, dry and in suitable condition for finish noted. Remove all oil, grease, bond breaking agents, dust, mill scale and eFf l orescence. B. Grack5, holes, knots shall be filled, sanded smooth, and sealed. 1Nood Surfaces, except resawn wood, shall be sanded perfectly smooth. Sanding dust shall be completely removed. G. Hardware shall be masked or removed prior to painting. PART 3 - EXECUTION 3.01 WORKMAN5H I P A. Each coat shall be uniformly applied, well brushed out and free of Kush marks, runs, sags or skips. B. Prime and paint all six (6) sides of space all exterior wood. G. Paint ffni5he5 shall be cut sharply to line. Protect adjacent surfaces. D. Mix and apply paint and stains in accordance with the manufacturer's printed installation instructions. 3.02 PAINT 5GHEDULE Surfaces shall be painted and/or finished in accordance with the following procedure for the surface and finish selected by Architect or Developer thereon.. A. Interiors Surfaces: I. Flat V4,oll Finish: a. Gypsum Nallboard: 15t Goat Vinyl Acrylic Flat Paint 2nd Goat Vinyl Acrylic Flat Paint 2. Semi-Olo55 Enamel Wall: a. Gypsum 1Nallboard: let Goat Pigmented Latex Sealer 2nd Goat 5emi-6Io55 Enamel 3. lNood : a. Opaque Finish: 15t Goat Pigmented Undercoat 2nd Goat Seml-Gloss Enamel b. Solid Color Stain: Ist Goat Solid color stain 4. Ferrous Metal: let Goat Pigmented Undercoat 2nd Goat Sash and Trim Enamel B. Exterior Surfaces: I. Ferrous Metal: let Goat Ghrorne Oxide Primer 2nd Goat Sash and Trim Primer 2. 1Nood: 1st Goat Solid color stain 3. Stucco: a. Ist coat acrylic latex undercoat (applied by roller) b. 2nd coat 10090 acrylic latex flat paint END OF SEGTION OOMOO. SECTION 10000 - MISCELLANEOUS SPECIALTIES PART I - OENERAL 1.01 SGOPF Provide and install specialties complete and operable. PART 2 - PRODUGT5 2.01 MATER I AL5 A. House Numbers: Backlight as selected by Developer in accordance wlth local fire department requirements. B. Mailboxes: As selected by Developer. G. Shower Door/Tub Enclosure: American Shower Door Gompony, Inc. or acceptable equivalent; frame type - LMI rectangle; finish_- polish aluminum brite dip; glazing - safety tempered glass; master bath - clear panels; secondary baths - obscure panels. PART 3 - EXECUTION 3.01 IN5TALLATION A. Install miscellaneous building specialties in accordance with manufacturer'& printed installation instructions. Work shall be set plumb, level, and true to line and shall present a neat and finished appearance. Include setting each item in its correct place, fastening it, building It in, connecting it, or incorporating it Into other portions of the work, as each Item may require; and testing and operating equipment if required to assure proper functioning. Y B. Backing Plates and Anchors: The work of this section Shall include the furnishings of backing plates, anchors, and fa5tener5 required for installing and anchoring and miscellaneous equipment specified herein. G. House numbers to comply with security regulations. END OF 5EGT ION 10000. SECTION 10800 - TOILET ACCESSORIES PART I - GENERAL 1.01 SCOPE Provide and insta I I all bathroom accessories. PART 2 - PRODUCTS 2.01 MATERIALS A. Resident Bathroom Accessorles: Shall be equivalent to Hall -Mack, shall be as, selected by Developer, and shall include but not limited to, the following: I. Medicine Gabinets: As selected by Developer 2. Towel Bars: As selected by Developer 3. Soap Dishes: As Selected by Developer 4. Toilet Paper Dispensers: A5 selected by Developer PART 3 - EXEGUTION 3.01 INSTALLATION Install toilet accessories, in accordance with manufacturer's printed installation instructions. Work shall be plumb, level and true to line and shall present a neat and finished appearance. Install wlthout scratching or otherwise defacing any portion of the exposed wall surfaces. Necessary screws and attachments shall be concealed and furnished with the accessories. Install using "Molly -Type" anchors. Use stain less steel machine screws for connections. Goordinate exact locations of backing plates with related trades. END OF SECTION 10&00. SECTION 11450 - RESIDENTIAL KITCHEN EQUIPMENT PART I - 6FNERAL 1.01 SCOPE Provide and lnsta I I all kitchen equipment. - PART 2 - PRODUGTS 2.01 MATERIALS A. Built-in Wall Oven: as selected by Developer. B. Built-in Gooktop: as selected by Developer. G. Freestanding Range: as, selected by Developer. D. Hood: as selected by Developer E. Di5hwasher: as selected by Developer. F. Disposal: as, selected by Developer. _ 6. Built-in Refrigerator/Freezer: as selected by Developer. H. Clothes 1Nasher: Not included. I. Glothes Dryer: Not included. PART 5 - EXECUTION 3.01 INSTALLATION Install residential equipment in accordance with manufacturer's printed installation instructions. Work shall be set plumb, level, and true to line and shall present a neat and finished appearance. Include setting each item in its correct place, fastening it, building it in, connecting it, or incorporating it into other portions of the work, as each item may require; and testing and operating equipment if required to assure proper functioning. Furnish backing plates, anchors, and fasteners required for installing and anchoring the miscellaneous equipment noted herein. END OF 5EGTION 11450. SECTION 15310 -FIRE PROTECTION SPRINKLER SYSTEM PART I - GENERAL 1.01 SCOPE Design, furnish, install and secure required approvals of a complete fire protection automatic sprinkler system. 2.01 GUAL I -TY A55URANGE A. Must comply with all governmental agencies having jurisdiction. NFPA 13R for multi -family (5 or more units) E3. Gomply with NFPA 13. 1.03 5UBMITTALS A. Shop Drawings 1. Shop drawings prepared in accordance with NFPA 13, identified as "Working Plans", including hydraulic calculations where applicable. 2. Submit shop drawings to Architect prior to final approval by authority having jurisdiction. PART 2 -- PZODUCT5 2.01 Materials A. All components, to comply with NFPA 15. B. Sprinkler heads: I. Nominal 1/2" fusible link style, for "Ordinary" temperature range. 2. Finish to be white in finish spaces, exposed to view. 3. Rough bronze finish for heads in unfinished 5poce5 and not exposed to view. 4. Recessed style heads with white escutcheon plate. PART 3 - EXECUTION 3.01 INSTALLATION A. Installation and testing shall be In accordance with NFPA 13 B and local authority having jurisdiction. END OF 5FGTION 15310. SECTION 15400 - PLUMBING (FOR CALIFORNIA) PART I - GENERAL 1.01 SCOPE Supply all labor, transportation, materials, etc., for installation of complete plumbing system including: fixtures, hot and cold water piping, soil and vent piping, ,pater heaters, pipe insulation, permits, fees, meters, etc. All materials, work, etc., to comply wlth all requirements of the Building Department and Plumbing Gode. 1.02 PLUM5I.NC7 PLANS shall be prepared and submitted by the Plumbing Sub -contractor to the Building Department for Plan Gheck. PART 2 - PRODUGT5 2.01 DANGERS AND STRAPS All horizontal piping shall be hung with approved hangers at 6-0" on center minimum and spaced to permit expansion and contraction without hitting adjoining pipe. Vertical piping shall be supported at 4'-0" on center with wrought steel "U" straps securely fastened to building frame. 2.02 GLEANOUT HUt35 Shall be installed flush with face of wall or cabinet. 2.05 DRAINS Provide and install all drofn5. 2.04 PLUM51 NO F I XTURE5 As, Selected by the Developer. 2.05 WATER NEATER Refer to Gertificate of Gompliance on sheet T-2. NOTE: Equip with pressure and temperature relief valves, drain to outside. Rol lef valve drain tube shall extend from the valve to the outside of the building with the end of the pipe not more than two feet nor less than six inches above the ground per section 608.5 of the UPG. 1Noter heater shall be anchored or strapped to resist horizontal dfsplacement. Strap as follows: (section 510.5 of the UPG) Provide two (2) straps for water heaters up to 52 gallons. Provide three (3) straps for voter heaters between 52 gallons to 75 gallons. Provide four (4) straps for water heaters between 76 gallons and 100 gallons PART 3 - FXEGUTION 3.01 INSTALLATION A. Roughing -in shall be completed, tested and approved before concealing in with other work. B. Openings in pipes, drains, and fittings shall be kept covered during construction. G. Provide solid backing for securing fixtures. D. Provide clean -outs at ends of all lines and More. required by codes. E. 51ope gas piping not le55 than I inch in 15 feet. F. Gopper pipes shall be fully sweated to fittings. Cam. Black iron and galvanized steel pipe joints shall be made with approved pipe thread compound. H. Provide shut-off valves at each fixture. I. 15olate all piping from Structure with fiber padding, or equal, at all penetratlons. J. Provide cold water line in recessed box to refrigerator space. K. Provide hot and cold water in reGe,55ed box for va5hing machine. L. Use rigid type connection at bath tub trap. M. All vents to be minimum 36" from all windows. All vents to lead to outside air. N. Contractor to discharge all vents behind ridges when ever possible. . Provide condensation line at each FAU location. (Provide rimy and secondary 0 primary y condensation line to an approved drainage receptacle at attic FAU location) P. All penetrations of fire assemblies shall meet the requirements of U.B.G. Chapter 7. 0. No alterations to the structural frame, diaphragms, connectors or shear panels shall be made which vvou ld compromise the designed structura I integrity of such elements without prior written approval from the Structural Engineer. R. Anti -Scalding tub and shower valves, to be Installed throughout and per U.P.G. section 410.7. S. Lov flush toilets I.6 go I Ions/ f lush. END OF SECTION 15400GA. MF: Lightweight floor fill. Install and support tubs, showers and closet rings to align with top of fill. MF: Gast Iron Waster Lines: In walls and ceilings when draining other units adjacent or above unit. MF: Refer to n 1.ee7far Fire penetration no. 5. u W� V, ., a w0- LJ Win zl� 4 N 8Zn Cn � - ry c 0 4 M 0 m ■ W�-N 0 Wo U)WN 0 O� N ■ CD c 0 0 CIO U 0 CIO ■ J� ti w n � � -dam Cn LL co Z>= �- � < ,, `✓ Q .O C7 v Z U i Z J Q x a) w U) y-- o © ii ■ 0 v� 4 U ■ Cr) a q) E L c� 0 v7 ■ v o. v UJN �u 0 m a� ■ co 0 rn o w N aQC? tJ N I M u, m _ Nr c � Lo os LU Ln U Ck- Xc) i o w� _I tCI) Lf °o LIL Igo JOB NO. 5041.00 PROJ. MGR. D.M. DRAWN BY i3b. CHECKED BY SHEET TITLE SHEET GENERAL NOTES GN-4 --GN-4 SECTION 15500 - HEATING AND AIR CONDITIONING PART I - GENERAL 1.01 SGOPE Supply all labor, transportation, materials, etc.., for installation of complete heating and ventilating system with design temperature of 72 degrees Inside, at 36 degrees outside. All work, materials, etc., to comply with all requirements of legally constituted authorities having jurisdiction including all Gounty and State ordinances. PART 2 - PRODUCT 2.01 HEATING PLANS AND CALCULATIONS A. Shall be, prepared and !submitted by the Heating Sub -contractor to the Building Department for Plan Gheck and Approval. B. Equipment to comply with Energy Conservation Standards. :2.02 MATERI AL5 A. Ducts: constructed, installed and insulated per Chapter ro, U.M.G.. B. Dampers: provide approved automatic Piro dampers or minimum 26 gouge corrosion ro!BI!5tont metal material with seated edges at all ductwork penetrating fire rated walls, floors, or ceflln95 as required and allowed by the U.M.G.. All fan systems, exhausting air from the building envelope to the outside shall be provided with bor-kdraft dampers. PART 5 - EXECUTION 3.01 ECRU IPMENT INSTALLATION All equipment installation as per manufacturer's printed installation instructions A. Furnace to be Installed (in attic) (on 16" high platform at living area) ( on 18" high platform at garage) as required by the, U.M.G. B. All work to be in conformance with acoustical requirements as noted in acoustical report. G. An attic furnace shall comply with Section 31c1 of the, U.M.G. and the following: I. provide, required clearances for duct work and to combustibles. 2. provide minimum 50"X50" attic, access opening with fully v4eatheretripped door and poe,!5ogeyqoy continuous to the, furnace and its controls. A 22"X30" access opening fully v400ther5tripped door may be, used provided the largest piece of equipment can be removed through the opening. 3. provide an unobstructed continuous solid floor po55a9eNoy not less than 24" wide not to exceed 20' from the attic access opening to the furnace. 4. provide a level working platform 30" deep in front of the, entire firebox side of the furnace, and to all 5ervir-.00ble controls, filters, etc. 5. provide a permanent electric outlet and switched light fixture. D. No alterations to the sitructural frame, diaphragms, connections, or Shear panels shall be, made which compromi5e the, designed Structural Integrity of such elements without prior written approval from the Structural Engineer. E. Fuel burning equipment located in garages and subject to mechanical damage from the normal vehicular path shall be, protected as indicated in drawings and as required by U.M.G. F. Provide high and low combustion air in accordance with manufacturer's requirements and the U.M.G. G. All penetrations of fire o55embIjo5 shall meet the, roquiremont5 of the, U.B.G. Chapter 7. 5.02 GOME3U5TION AIR GombuBtlon air token from outside: Provide 1-square inch for each 1,000 E3.T.U.'!5, 50 percent at coiling and 50 percent at floor. Provide duct work as required. -3.05 Ducts penetrating R-3/U-I aqs,embly shall be 26 6A. G.I. and have, no openings to U-1 occupancy. END OF 5EGTION 15500. MF: Refer to Fire Protection Sheets for fire penetration notes. SECTION 16000 - ELECTRICAL PART I - OENERAL 1.01 SCOPE Supply all labor, transportation, materials, etc, for Installation of complete, electrical system to operate Including: fixtures, appliances, wiring, switches, receptacles, television Jacks, 5orvfce, grounds, temporary power, junction boxes, conduit, Sub -panels, etc. All work, materials, etc., to comply with oil requirements of all legally constituted authorities having jurisdiction including all County and State ordinances. 1.02 ELECTRICAL PLANS Shall be prepared and submitted by the Electrical Sub -contractor to the Building Department for approval prior to the start of the work of this Section- 1.03 GODE5 AND STANDARDS A. National Electrical Code, latest edition. E3. Local electrical codes. G. Local utility company regulations. PART 2 - PRODUGT5 2.01 MATERIALS A. Main Service: size per requirements. I. Gircuit breaker type, recessed flush mounted, galvanized and prime coated with latch. Provide written card identifYinq circuits. B. Outlets and pull boxes: Oolvonlzed. 1. Interior Outlets: Duplex type, a) Bath Area.. Ground fault interrupter type. b) Kitchen: Ground fault interrupter typo. c) Not Bar: (around fault interrupter type. d) Garage: (excluding appliance, receptacles) ground fault interrupter typo. 0) Unfinished Basements: Ground fault Interrupter type. 2. Exterior outlets: Duplex type, ground fault interrupter, weatherproof type. G. 5yqltches. Silent type. P. Gonduit, cable, wire: Per local Building and Electrical Codes. E. 5v4itch plates, covers, etc,: As 5elected by Developer. 2.02 E-LEGTRIGAL EGUIPMENT A. Ghimes: As Selected by Developer. E3. Light Fixtures,; As selected by Developer. G. Exhaust Fans: As selected by Developer. D. Appliances: As selected by Developer. E. Smoke, Detectors: As golectod by Developer to conform to U.B.G. Standards No. 7-5 as noted in U.B.G. F. Luminous; colling: As selected by Developer G. House Numbers : As selected by Developer PART 3 - EXECUTION 3.01 GENERAL A. Examine, the areas and conditions under which the, work of thl!e, 5ectlon will be installed. Gorrect conditions, detrimental to the proper and timely completion of the. work. Do not proceed until unsatisfactory conditions have been corrected. B. Goordinate installation of electrical items with the schedule for other work. 3.02 INSTALLATION A. Provide separate circulte, each for dishwasher, garbage disposer (0!5 per code), reFrIgerotor, washer, dryer and F.A.U. B. 6rounding rod to Imbedded in foundation (as, per code) and indicated on electrical 5ubcontroctor'5 plans. G. Verify and locate, all outlets and switches, junction boxes and etc. prior to drywall installation. Refer to utility drawings for location of floor outlets. D. Switched outlets shall be, 1/2 hot. E. Unless noted otherwise, locate all switches o 42" to centerline above, finish f I oor. F. Bathroom Fxhoust Fans: Where permitted Gode, sysiftch fans separately from light. Provide, minimum five complete air changes per hour. 6. Light 5v4itche5, electrical outlets, thermostats, and other environmental controls shall conform to AN5I-11-7,1 - ICIE56: 1) 5viltcho!5, thermostats and environmental controIB: have operable parts located 44" above the Floor maximum, except as required by code. 2) Outlets,: IT' to center line of duplex outlet, except aE5 required by code. H. Required smoke detectors shall be, on a permanent wiring with battery backup without any disconnecting 5NItch other than those for over- current protection. I. All equipment installed outdoors and exposed to weather shall be waterproof. J. Kitchen and bathroom lighting shall be in accordance, kNI'th state energy mandatory requirements. K. Penetrations to Fire rated materials shall be, restored to equal rating as required by local enforcing agency. L. No alterations to the, structural Frame, diaphragms, connectors or shear panels shall ' be made which would compromise the, designed structural integrity of such elemerite, without prior written approval from the, 5trurturol Engineer. 3.03 TESTING A. Upon completion of this portion of work, test all portE5 of the electrical 5y5tom. Provide a written report demonstrating that all equipment Furnished, installed, and/or connected under this Section function electrically in the required manner. E3. All systems, shall test Free from Short circuits and grounds, shall be free from mechanical and electrical defects, and shall show an insulation resistance between phase conductors and ground of not lo55 than that required by the. National Electrical Code,. G. Test all circuits for proper neutral connection. END OF SEGTION 16000. MF: Fire Alarm System: In bUIIdIn9!a with 16 or more units, (without construction of area separation walls) provide a manual and automatic, operable, fire alarm system designed to warn all occupants of the, building simultaneously and in accordance with section E740-3(d) paragraph 3, Title 24, California Adminl5trotive Gode. MF: Fire Extinguishing System per local fire code, requirements. MF: Refer to Fire, Protection 5heot5 for fire, penetration notes. SECTION 06100 - FIRE STOPPING / DRAFT STOPPING PART I - GENERAL 1.01 FIRE E3LOGKINC7 / PRAFT5TOPPIN6 A. Fire Blocking: Conform to UB1, Section 705.2. Draft Stopping: Gonform to UBG 5ectfon 70b.3. 1.02 NOR<MAN!5HIP A. Framer, gypsum board, and Insulation subcontractors to coordinate materials and locations of all required fire/draft stops. END OF 5EGTION 06100. SECTION 07320 - CONCRETE ROOFING TILES PART I - GENERAL 1.01 SCOFF -- A. Furnish and install complete roofing and waterproofing, including cant strips and incorporating flashing, sleeves and jacks. 1.02 QUALITY A55URANGE A. Work Shall conform to requirements of the Uniform Building Code and the National Roofing 6ontroctoi­5 Association "NR6A Roofing and Waterproofing Manua I." PART 2 - PRODUCT 2.01 MATERI AL5 A. Roof Tiles I. Goncrote. "S" Tiles: by Monier Llfotflo LLG, Irvine, GA. I.G.D.O. Report f The approximate, Installed weight is b.cf pounds per square foot. B. Underloyment: Minimum two (2) layers of Type 30 a5pholt-!5oturoted felt with minimum 2-Inch head lop and 6-Inch side lop. Verify with roofing manufacturer. C. Faeiteners,! No. 11 gauge, corrosion -resistant box or roofing nail Sufficient to penetrate, 3/4" into or through the thickness of the sheathing, whichever is, - le,55.("Vorify fa5tonors, Ysilth I.G.B.O. report). D. Appurtenant MatoriaI5: Including cement, asphalt, and 5ealont5 5holl be as needed to complete the work as specified. E. Accessary Tlle5: provide, matching rake, hip and ridge tiles. 1. Tile Color: As selected by developer. 2.02 SPED 1AL 6ONDITION5 A. Provide crickets as, indicated and required for water proof installation. PART 3 - EXEGUTION 3.01 IN5TALLATION A. Install roofing and wall flashing per manufacturer's printed Installation Instructions, carefully incorporating flashIng, scuppers, jacks, sleeves, roof drains, etc, supplied by others. E3. Roof and undorloyment shall be Installed in accordance with manufacturer's printed installation instructions, and or, indicated on drawings. G. In oroo5 designated by the, building oFfiGial as, being subject to EXPOSURE C_. Mrid velocities, all tiles shall be, attached in accordance with Code. END OF SECTION 0-7520. SECTION 07570 -WALKING DECK & ROOF COVERING PART I -GENERAL 1.01 SCOPE A. Provide labor, material, equipment and 5ervIce5 necessary for installation of a waterproof Yqooring 15urfare for pedestrian traffic. PART 2 - PRODUCTS 2.01 MATERI AL5 A. Topping Materials: As manufactured by Enduro Products, Inc. I. EKG Powder 2. ELL Liquid 5. EK5 Sealer B. Acco55ory Materials: 1. Metal Loth: Two -pound min. Galvanized expanded metal loth 2. Staples: Min. No.lb 6o. 7/5" crown x 5/5" long corrosion ro!5I!5tdnt steel. PART 5 - EXECUTION 3.01 INSTALLATION A. Shall be, in accordance with manufacturer's printed installation instructions, accepted shop drawings and as Indicated on drawings. Any special details or procedure not covered by thoBo, General Notes shall be, referred to the manufacturer, and his recommendations followed. Contractor shall have been trained in application and acceptable to manufacturer. Decking contractor shall Inspect all proviouB, work by others, including but not limited to: framing, subsurface, flaEhing In5tallation and details for appropriateness to a watertight docking/roof installation. Docking contractor 19 to report "n dlscrepancle,5 to general contractor Immediately and have. all substandard conditions corrected prior to commencing deck surface work. Surface Preparation: Sweep all plywood joint!5 clean and free, of 5ov4cIu!5I;. 5. Tolerances: Minimum average, thickness of completed topping system shall not be less than 1/4". 4. Color: As selected by Owner 5. Ono -hour Gonsitruction: Apply two coatz, of Enduro EKM membrane, coating between first and second coats of topping system over approved f1r0-r0!515tIv6 construction as described In IGBO No.4225. E3. Specifics I. Garry all flashing to height of at least 4 inches, unless otherwise Shown. All ro[I poBts,, curbs, and 5top5 Shall be flashed a5 required with jofnt5 cad sooms, caulked. 2. Dock surface to extend Into all dock drains and scuppers to guaranty a proper watertight seal at these conditions. 5. Protect completed coating system from heavy pedestrian traffic for several hours following application of color coat. END OF SECTION 07570. SECTION 15310 - FIRE PROTECTION SPRINKLER SYSTEM PART I - OENERAL 1.01 5GOPE Design, furnish, install and Secure required approvals of a complete fire, protection automatic- sprinkler system. 2.01 QUALITY ASSURANCE A. Must comply with all governmental agencies havIn9jurlsdIction. NFFA 15R for multi -family (5 or more units) B. Comply with NFPA 15. 1.05 SUBMI TTAL5 A. Shop DraNingE, I. Shop drawings prepared in accordance with NFPA 13, identified as "Working Plans", including hydraulic calculations where applicable. 2. Submit shop dravqlnge, to Architect prior to final approval by authority having jurisdiction. PART 2 -PRODUCTS 2.01 Materials A. All componente, to comply v4lth NFPA 13. 13. 5prinkler heads: I Nominal 1/2" fugible, link Style, for "Ordinary" temperature rang 2. Flnl5h to be Mite in finish spaces, exposed to vloyq. 3. Rough bronze finish for heads, in unfinished spaces and not exposed to vfetN. 4. Recessed style heads with vihite, escutcheon plate. PART 5 - EXECUTION 5.01 INSTALLATION A. Installation and testing shall be in accordance with NFPA 15 E3 having juri5dictfon. (END OF 5EGTION 15310. 1\77 o C=' 0 4" R CL L'j a: CL (nLOWE LFw El Ell (n = :* V) (n wLU 4­0 M 0 LLJ N 0 wo U)WN 0 IN 0 U) 0 CIO 0 CIO LAJ �d (0 - 11;� CY) U. z 4- 0 Q ■ C 0Q O � 0 0 w z Z 0 00 Q Q) X q) co 0 U) CL ■ CP Cl)ca 4-0 Uj C q) E ■ C. ■ ■ Cl) LLJ Co a) C) ;tM) - C1to 4 aC)o =3 CO r) L�n 04 1 Ln pe� I r �. 0 0 r 4-,0 LO V) 0 L0 0 - L0 U CL O Uj _I �f o CL I US Lf cr) NO I JOB NOL 9041.00 PROJ. 'MGR. D.M. DRAWN BY f3b. CHECKED BY SHEET TITLE SHEET GENERAL NOTES GN-5 --GN-5 of SECTION 15500 - HEATING AND AIR CONDITIONING PART I - GENERAL 1.01 5GOPE Supply all labor, transportation, materials, etc., for installation of complete, heating and ventilating system with design temperature of 72 degrees inside, at 36 degrees outside. All work, materials, etc:, to comply with all requirements of legally constituted authorities having _Jurisdiction including all Gounty and 5tote ordinances. PART 2 - PRODUCT 2.01 HEATING, PLANS AND CALCULATION5 A. Shall be prepared and submitted by the Beating Sub -contractor to the .Building Department for Plan Gheck and Approval. B. Equipment to comply with Energy Conservation Standards. 2.02 MATERIALS A. Ducts: constructed, installed and insulated per Chapter 6, U.M.G.. B. Dampers: provide approved automatic fire dampers or minimum 26 gauge corrosion resistant metal material with seated edges at all ductwork penetrating fire rated walls, floors, or ceilings as required and allowed by the U.M.G.. All fan systems exhausting air from the building envelope to the outside shall be provided with backdroft dampers. PART 3 - EXEGUTION 3.01 EQUIPMENT INSTALLATION All equipment installation as per manufacturer's printed installation instructions. A. Furnace to be installed (in attic) (on 16" high platform at living area) ( on IS" high platform at garage) as required by the U.M.G. B. All work to be in conformance with acoustical requirements as noted in acoustical report. G. An attic furnace shall comply with Section 31c1 of the U.M.G. and the following: I. provide required clearances for duct work and to combu5tible5. 2. provide minimum 30"X30" attic access opening with fully weatherstripped door and passageway contlnuou5 to the furnace and Its controls. A 22"X30" acce55 opening fully weatherstripped door may be used provided the largest piece of equipment can be removed through the opening. 3. provide an unobstructed continuous solid floor passageway not less than 24" wide not to exceed 20' from the ottic access opening to the furnace. 4. provide a level working platform 50" deep in front of the entire firebox side of the furnace and to all serviceable controls, filters, etc. 5. provide a permanent electric outlet and switched light fixture. D. No alterations to the Structural frame, diaphragms, connections or Shear panels shall be made which compromise the designed structural integrity of such elements without prior written approval From the Structural Engineer. E. Fuel burning equipment located in garages and subject to mechanical damage from the normal vehicular path shall be protected as Indicated in drawings and as required by U.M.G. F. Provide high and low combustion air in accordance with manufacturer's requirements and the U.M.G. 6. All penetrations of fire. assemblies shall meet the requirements of the U.B.G. Chapter 7. 3.02 GOMBUSTI ON A I R Gombustion air taken from outside: Provide I -square inch for each 1,000 E3.T.U.'s, 50 percent at ceiling and 50 percent at floor. Provide duct work as required. 3.03 Ducts penetrating R-3/U-1 assembly shall be 26 6A. 6.1. and have no openings to U--1 occupancy. END OF 5FGTI ON 15500. MF: Refer to Fire Protection Sheets for fire, penetration notes. SECTION 16000 - ELECTRICAL PART I - GENERAL 1.01 56OPE 5upply all labor, transportation, materials, etc., for installation of complete electrical system to operate including: fixtures, appliances, wiring, switches, receptacles, to Ievlsfon jacks, service, grounds, temporary power, .Junction boxes, conduit, sub -panels, etc. All work, materials, etc., to comply with all requirements of all legally constituted authorities having jurisdiction including al County and State ordinances. 1.02 ELEGTRIGAL PLANS Shall be prepared and submitted by the Electrical Sub -contractor to the Building Department for approval prior to the start of the work of this Section. 1.03 GODE5 AND STANDARDS A. National Electrical Gode, latest edition. B. Local electrical codes. G. Local utility company regulations. PART 2 PRODUGT5 2.01 MATERIALS A. Main Service: size per requirements. I. Gircuit breaker type, recessed flush mounted, galvanized and prime coated with latch. Provide written card identifying circuits. E3. Outlets and pull boxes: Galvanized. I. Interior Outlets: Duplex type. a) Bath Area: Ground fault interrupter type. b) Kitchen: Ground fault interrupter type. c) Not Bar: Ground fault interrupter type. d) Garage: (excluding appliance receptacles) ground fault interrupter type. e) Unfinished f3osement5: Ground fault Interrupter type. 2. Exterior outlets: Duplex type, ground fault interrupter, weatherproof type. G. 5witches: Silent type. D. Gonduit, cable, wire: Per local Building and Flectrlcal Godes. E. Switch plates, covers, etc,: As selected by Developer. 2.02 FLFGTRIGAL EQUIPMENT A. Ghimes: As selected by Developer. 5. Light Fixtures. As selected by Developer. G. Exhaust Fans: As selected by Developer. D. Appliances: As selected by Developer, E. Smoke Detectors: As selected by Developer to conform to U.B.G. Standards No. 7-5 as noted in U.B.G. F. Luminous coiling: As selected by Developer 6. House Numbers: As Selected by Developer PART 3 - EXECUTION 5.01 GENERAL A. Examine the areas and conditions under which the work of thls 5ection wi11 be installed. Gorrect conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfactory conditions have been corrected. B. Goordinate installation of electrical items with the schedule for other work. 5.02 INSTALLATION A. Provide separate circuits each for dishwasher, garbage disposer (as per code), refrigerator, washer, dryer and F.A.U. B. Grounding rod to imbedded in foundation (o5 per code) and indicated on electrical subcontractor's plans. 0. Verify and locate olI outlets and switches, junction boxes and etc. prior to drywall installation. Refer to utility drawings for location of floor outlets. D. Switched outlets shall be 1/2 hot. E. Unless noted otherwise, locate all switches 9 42" to centerline above finish f Ioor. F. Bathroom Fxhoust Fans: Where permitted Gode, switch fans separately from light. Provide minimum five complete air changes per hour. Cam. Light Switches, electrical outlets, thermos,tot5 and other environmental controls shall conform to ANSI-117.1 - IG66: 1) Switches, thermostats and environmental controls: have operable parts located 44" above the Floor maximum, except as required by code. 2) Outlets: 17" to center line of duplex outlet, except aE� required by code. H. Required smoke detectors shall be on a permanent wiring with battery backup without any disconnecting switch other than those for over current protection. I. All equipment installed outdoors and exposed to weather shall be waterproof. J. Kitchen and bathroom lighting shall be in accordance with state energy mandatory requirements. K. Penetrations to Fire rated materials Shall be restored to equal rating as required by local enforcing agency. L. No alterations to the structural Frame, diaphragms, connectors or shear panels shall be made which would compromise the designed structural integrity of such elements without prior written approval from the Structural Engineer. 3.03 TE5TINO A. Upon completion of this portion of work, test all parts of the electrical system. Provide a written report demonstrating that all equipment Furnished, installed, and/or connected under this Section function electrically in the required manner. B. All 5ystem5 shall test free from Short circuits and grounds, shall be free from mechanical and electrical defects, and shall show an insulation resistance between phase conductors and ground of not less than that required by the National Electrical Gode. G. Test all circuits for proper neutral connection. END OF SEGTION 16000. MF: Fire Alarm System: In bullding5 with 16 or more units, (without construction of area separation walls) provide a manual and automatic operable fire alarm system designed to warn all occupants of the building simultaneously and in accordance with 5ection E740-3(d) paragraph 3, Title 24, Galifornia Adminl5trative Gode. MF: Fire Extinguishing 5y5tem per local fire code requirements. MF: Refer to Fire Protection 5heet5 for fire penetration notes. SECTION 06100 - FIRE STOPPING / DRAFT STOPPING PART I - &ENERAL 1.01 FIRE BLOGKING / DRAFT5TOPPING A. Fire Blocking: Conform to UBG Section 705.2. Draft Stopping: Gonform to UBG. Section -708.3. 1.02 WORKMANSHIP A. Framer, gypsum board, and insulation subcontractors to coordinate materials and locations of all required fire/draft stops. END OF 5EGTION 06100. SECTION 07320 - CONCRETE ROOFING TILES PART I - GENERAL 1.01 5GOPE A. Furnish and install complete roofing and waterproofing, including cant strips and incorporating flashing, sleeves and jacks. 1.02 QUALITY A55URANGE A. Work Shall conform to requirements of the Uniform Building Gode and the National Roofing Contractors A55oc iation "NRCA Roofing and Waterproofing Manua 1." PART 2 - PRODUCT 2.01 MATERI ALS l A. Roof Tiles I. Goncrete "S" Tiles: by Monfer Lffetlle LLG, Irvine, GA. The approximate Installed weight 15 5.Q pounds per squar B. Underlayment: Minimum two (2) layers of Type 30 asphalt -Saturated felt with minimum 2-inch head lap and 6-inch side lap, Verify with roofing manufacturer. G. Fasteners: No. II gauge corrosion -resistant box or roofing nail sufficient to penetrate 3/4" into or through the thickness of the Sheathing, whichever is, less.("Verify fasteners with I.G.E3.0. report). D. Appurtenant Materials: Including cement, asphalt, and Sealants shall be as needed to complete the work as speclfied. F. Accessory Tiles: provide matching rake, hip and ridge tiles. 1. Tile Color. As selected by developer. 2.02 5PE61 AL GOND I TI ON5 A. Provide crickets as indicated and required for water proof installation. PART 3 - EXEGUT I ON 3.01 IN5TALLATION A. Install roofing and wall flashing per manufacturer's printed Installation Instructions, carefully incorporating flashing, scuppers, jack5, sleeves, roof drains, etc., supplied by others. B. Roof and underloyment shall be installed in accordance with manpfacturer's printed installation instructions, and as indicated on drawings. G. In areas designated by the building official as, being subject to EXPOSURE G wind velocities, all tiles shall be attached in accordance with Gode. END OF 5EGTION 07520. SECTION 07570 - WALKING DECK & ROOF COVERING PART I -GENERAL 1.01 SGOPE A. Provide labor, material, equipment and services necessary for installation of a waterproof wearing surface for pedestrian traffic. PART 2 - PRODUCTS 2.01 MATERI AL5 A. Topping Materials: As manufactured by Enduro Products, Inc. I. EKG Powder 2. ELL .Liquid 3. EK5 Sea I er B. Accessory Materials: I. Metal Lath: Two -pound min. Galvanized expanded metal lath 2. Staples: Min. No.16 6o. 7/5" crown x 5/5" long corrosion resistant steel. PART 3 - EXECUTION 3.01 INSTALLATION A. 5hall be in accordance with manufacturer's printed installation fnstructlons, accepted shop drawings and as Indicated on drawings. Any special details or procedure not covered by these General Notes shall be referred to the manufacturer, and his recommendations followed. Gontractor shall have been trained in application and acceptable to manufacturer. Decking contractor shall inspect a I I previous work by others, including but not limited to: Framing, subsurface, flashing Installation and details for appropriateness to a watertight decking/roof installation. Decking contractor is to report Qn . discrepancies to general contractor immediately and have all substandard conditions corrected prior to commencing deck surface work. Surface Preparation: 5weep all plywood joints clean and free of sawdust. 5. Tolerances: Minimum average thickness of completed topping system shall not be less than 1 /4". 4. Color: As selected by Owner 5. One -hour Gon5truction: Apply two coats, of Enduro EKM membrane coating between first and second coats of topping system over approved fire -resistive construction o5 described in IGBO No.4223. B. Specifics I. Garry all flashing to height of at least 4 inches unless otherwise Shown. All rail posts, curbs and stops shall be flashed as required with jofnts and seams caulked. 2. Deck surface to extend into all deck drains and scuppers to -guaranty a proper watertight seal at these conditions. 3. Protect completed coating system from heavy pedestrian traffic for several hours following application of color coat. END OF 5EGTION 07570. SECTION 15310 - FIRE PROTECTION SPRINKLER SYSTEM PART I - &ENERAL 1.01 5GOPE Design, furnish, install and secure required approvals of a complete fire protection automatic sprinkler system. 2.01 QUALITY A55URANGF A. Must comply with all governmental agencies having _Jurisdiction. NFPA 15R for muitf-family (3 or more units) B. Comply with NFPA 13. 1.05 5UBM1 TTAL5 A. Shop Draw f ngs I. Shop drawings prepared in accordance with NFPA 13, identified as "Working PInne,". inn hier inn hiihrnij1rr �nlr.iilnt inr�� whPrP nr-�r�li�nhl V PART 2 - PRODUCTS 2.01 Materials A. All components to comply wlth NFPA 13. B. Sprinkler heads: I. Nominal 1/2" fusible, link Style, for "Ordinary" temperature rang 2. Finish to be white in finish spaces, exposed to view. 3. Rough bronze finish for heads in unfinished spaces and not exposed to view. 4. Recessed style heads with white escutcheon plate. PART 3 - EXECUTION 3.01 INSTALLATION A. Installation and testing shall be in accordance with NFPA 13 B having jurisdiction. END OF SECTION 15310. "A �LI io7 � W t� Z W �a' 6 , ad �. L'J W F- � U) 0 a a a � c 0 0 m e W�-N O w o 0 V � U)WN 0 0C N qi� 0 c U) 0d ° U 0 0 act? LAJ h tov - Q CV) oa � U p � v � o ZZ J do x U c co U) �- O o cr) UJ C: ■ 0 rn v v t ■ a a) E v rn ■ v Q. v 1.UJ _c O m a� ■ 0 M ; + N CD CC CO n rnLn m _ d- v .- c � < v LO v o LO o ..c Li Ln 0 v_ CIS Xo w w J4�rw-a C Lf ris JOB NO. 9041.00 PROJ. MGR. D.M. DRAWN BY 5b. CHECKED BY «0 TUB TUB ENDWALL (BOTH ENDS) BACKWALL WALL SECTION 4 NOTE: PROVIDE AT ALL FIRST FLOOR DWELLING UNITS TUB REINFORCING CH 11A SECTION 1109A.7. BSB (D CBC-HC40.dwg BACKWALL ENDWALL r)PPf1�ITF PLYWOOD TO STUD 3JPPORTS N.T.S. 1/2; PW LET_IN TO STUD SUPPORTS. WALL SECTION n NOTE: PROVIDE AT ALL FIRST FLOOR DWELLING UNITS SHOWER REINFORCING CH 11A SECTION 1109A.8 N.T.S. BSB Q CBC-HC41.dwg 1'-a" 1'-Q" ALLOWS FOR BACK BACKWALL 2" 2'-2" I hA I NI �� l I KA SUPPORT OF SWING -UP _ SIDE GRAB BAR g 00 N i QJ N SIDEWALL (IF POSSIBLE)_ u WALL SECTION NOTE: PROVIDE AT ALL FIRST FLOOR DWELLING UNITS �WwAATER CLOSET REINFORCING, 1 2" PLYWOOD - -IN TO STUD OR 2X SUPPORTS. CH 11A SECTION 1109A.6 N.T.S. BSB Q CBC-HC42.dwg KITCHENS. -1112A .1 KITCHENS WITHIN ADAPTABLE UNITS SHALL BE ACCESSIBLE. KITCHENS IN COVERED MULTIFAMILY DWELLING UNITS THAT ARE REQUIRED TO PROVIDE ACCESS TO PERSONS WITH PHYSICAL DISABILITIES SHALL HAVE A CLEAR FLOOR SPACE AT LEAST 30 IN. BY 48 IN. THAT ALLOWS A PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR AT THE RANGE OR COOKTOP AND EITHER A PARALLEL OR FORWARD APPROACH AT THE OVEN, DISHWASHER, REFRIGERATOR/FREEZER AND TRASH COMPACTOR. -1112A.4 COUNTERTOPS. A MINIMUM LINEAR LENGTH OF 30 IN. OF COUNTERTOP SHALL BE PROVIDED FOR THE KITCHEN SINK, AND A MINIMUM LINEAR LENGTH 30 IN. OF COUNTERTOP SHALL BE PROVIDED FOR A WORK SURFACE, BOTH OF WHICH SHALL BE DESIGNED TO ENABLE REPOSITIONING TO A MINIMUM HEIGHT OF 28 IN. THE SINK AND WORK SURFACE MAY BE A SINGLE INTEGRATED UNIT, OR BE SEPARATE COMPONENTS. THE BASE CABINETS DIRECTLY UNDER SINK AND WORK SURFACE COUNTER AREAS WHICH ARE DESIGNED FOR REPOSITIONING SHALL BE REMOVABLE TO PROVIDE CLEARANCE FOR A WHEELCHAIR. IN PRIVATELY FUNDED APARTMENT HOUSES TWO 15-INCH (381 mm) MINIMUM WIDTH BREADBOARDS MAY BE PROVIDED IN LIEU OF THE REQUIRED 30 INCHES (762 mm) OF COUNTERTOP WORK SURFACE. THE SIDES AND BACK OF ADJACENT CABINETS, WHICH MAY BECOME EXPOSED TO MOISTURE OR FOOD HANDLING WHEN A COUNTERTOP IS LOWERED, SHALL BE CONSTRUCTED OF DURABLE, NONABSORBENT MATERIALS APPROPRIATE FOR SUCH USES. FINISH FLOORING SHALL BE INSTALLED ON THE FLOOR BENEATH SUCH COUNTERTOP. SINKS -1112A.3 KITCHEN SINK FAUCET CONTROLS. KITCHEN SINK FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5LBS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLE OF ACCEPTABLE DESIGNS. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. -1112A.4 COUNTERTOPS. A MINIMUM LINEAR LENGTH OF 30 IN. OF COUNTERTOP SHALL BE PROVIDED FOR THE KITCHEN SINK, AND A MINIMUM LINEAR LENGTH 30 IN. OF COUNTERTOP SHALL BE PROVIDED FOR A WORK SURFACE, BOTH OF WHICH -SHALL BE DESIGNED TO ENABLE REPOSITIONING TO A MINIMUM HEIGHT OF 28 IN. THE SINK AND WORK SURFACE MAY BE A SINGLE INTEGRATED UNIT, OR BE SEPARATE COMPONENTS. THE BASE CABINETS DIRECTLY UNDER SINK AND WORK SURFACE COUNTER AREAS WHICH ARE DESIGNED FOR REPOSITIONING SHALL BE REMOVABLE TO PROVIDE CLEARANCE FOR A WHEELCHAIR. THE SIDES AND BACK OF ADJACENT CABINETS, WHICH MAY BECOME EXPOSED TO MOISTURE OR FOOD HANDLING WHEN A COUNTERTOP IS LOWERED, SHALL BE CONSTRUCTED OF DURABLE, NONABSORBENT MATERIALS APPROPRIATE FOR SUCH USES. FINISH FLOORING SHALL BE INSTALLED ON THE FLOOR BENEATH SUCH COUNTERTOP. STORAQE -1112A.4 LOWER SHELVING. LOWER SHELVING AND/OR DRAWER SPACE SHALL BE PROVIDED IN THE KITCHEN AT A HEIGHT OF NO MORE THAN 48 INCHES -1112A.6 BASE CABINETS. IN DWELLING UNITS REQUIRED TO BE ACCESSIBLE, BASE CABINETS DIRECTLY UNDER KITCHEN SINK COUNTER AREA, INCLUDING TOE BOARD AND SHELVING, SHALL BE REMOVABLE WITHOUT THE USE OF SPECIALIZED TOOLS OR SPECIALIZED KNOWLEDGE TO PROVIDE CLEARANCE FOR A WHEELCHAIR. FINISHED FLOORING SHALL BE PROVIDED ON THE FLOOR BENEATH THE COUNTERTOP. ITCHENS CH 11A SECTION 1112A N.T.S. BSB Q CBC-HC32.dwg -1120A.4.1 STAIRWAYS 44 INCHES OR LESS IN WIDTH MAY HAVE ONE HANDRAIL EXCEPT THAT SUCH STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS PROVIDED ON THE OPEN SIDE OR SIDES.-1120A.2.5.1. LEVEL HARDWARE HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE -1120A.4.2.1 HANDRAIL HEIGHTS. HANDRAILS SHALL BE 34" TO 38" ABOVE THE NOS NG CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT OF THE TREADS. ARE HAND ACTIVATED AND THAT ARE IN THE PATH OF TRAVEL SHALL BE SINGLE -1120A.4.2.2 HANDRAILS SHALL EXTEND A MINIMUM OF 12" BEYOND THE TOP NO SINGLE EFFORT LEVEL TYPE HARDWARE. AND 12 PLUS THE TREAD WIDTH, BEYOND THE BOTTOM NOSING. - 20A.2.6 SMOOTH SURFACE. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND -112.0A.4.2.5 HANDRAIL PROJRCTIONS. HANDRAILS PROJECTING FROM A WALL SHALL SLIDING DOORS, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO HAVE A SPACE OF 1 1/2" BETWEEN THE WALL AND THE HANDRAIL BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10- HIGH SMOOTH PANEL SHALL BE INSTALLED ON -1120A.4.22 6 HANDRAIL GRIPS THE GRIP PORTION OF HANDRAILS SHALL NOT BE LESS THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR THAN 1 1/4" NOR MORE THAN 1 1/2" IN CROSS SECTIONAL DIMENSION OR THE SHAPE SHALL FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF THE HANDRAIL-1112A.2.5 CLOSER -EFFORT TO OPERATE DOORS, MAX. EFFORT TO OPERATE DOORS SHALL SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. NOT EXCEED 8 1/2 LBS FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR DOORS, SUCH PULL 12" Ir 'X, 12" AND SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MIN a MI MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED. � THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE _• BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBS. co -1120A2.4.2 .EXCEPT 1 IN GROUP R OCCUPANCIES, THE LEVEL AREA SHALL HAVE A M _ i LENGTH BOTH IN THE DIRECTION OF DOOR SWING AND OPPOSITE THE DIRECTION OF THE DOOR SWING OF 44" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. -IRA 112OA2.4.2 THE FLOOR OR LANDING AT EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL AND HAVING A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60" AND THE LENGTH (a) ELEVATION (a) ELEVATION OPPOSITE THE DIRECTION OF THE DOOR SWING OF 44" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 'r '�:y�:j ;r:::i::y:$: i:::;r y!r ?::::::'r:: }r,:%rr .r %:ti :ti :•i.v ::{ti% ;r::v'{.'r.::{:::::4r: •• iiY1%i ��Ii.iWM1lh4.i.tl.YW„4YWs -- --1109A.1 IN PRIVATELY FUNDED MULTI -FAMILY UNITS, DOOR AND OPENINGS OTHER THAN 12" PRIMARY ENTRANCE WITHIN UNITS SHALL PROVIDE A MINIMUM OF 32" NOMINAL CLEAR SPACE, MIN. 12" MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WHEN THE DOOR IS IN THE MIN. 90 DEGREE OPEN POSITION, A 34" DOOR IS ACCEPTABLE. THE NOMINAL 32" CLEAR OPENING (b) PLAN (b) PLAN PROVIDED BY A STANDARD 6 FOOT SLIDING PATIO DOOR ASSEMBLY IS ACCEPTABLE. STAIR HANDRAIL E61 HANDRAIL -1120A.2.2., 1003.3.1.3A IN PRIVATELY FUNDED MULTI -FAMILY UNITS, PRIMARY ENTRANCES EXTENSIONS�� AND REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. WHEN im BOTTOM INSTALLED, SUCH DOOR SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN 32". -1120A.4.3.1 TREADS. ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HA-1120A.2.1 EXIT DOOR MAY BE PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR SMOOTH, ROUNDED OR CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NO INC. SECURITY CHAIN PROVIDED SUCH DEVICES ARE OPENABLE INSIDE WITHOUT -112OA.4.3.2 NOSINC. NOSING SHALL NOT PROJECT MORE THAN 1 1/2" I THE USE OF A KEY OR TOOL AND MOUNTED AT A HEIGHT NOT TO EXCEED 48" ABOVE FINISHED FLOOR. PAST THE FACE OF THE RISER BELOW. -1120A.4.3.3 OPEN RISERS. OPEN RISERS ARE NOT PERMITTED ON STAIRWAYS -1106A EVERY PRIMARY ENTRANCE TO A DWELLING UNIT REQUIRED TO BE ACCESSIBLE SHALL OUTSIDE OF THE DWELLING UNITS. IN COVERED MULTI -FAMILY BUILDINGS, BE PROVIDED WITH A DOOR BUZZER, BELL, CHIME OR EQUIVALENT INSTALLATIONS OPEN RISERS ARE NOT PERMITTED ON ACCESSIBLE ROUTES OF TRAVEL. MOUNTED A MAXIMUM OF 48" ABOVE THE FLOOR CONNECTED TO PERMANENT WIRING. STAIR HANDRAIL CONFIGURATION 11 PULL SIDE CH 11A SECT ION 1120A.4 N.T.S. BSB C�, CBC-HC51.duwg LAUND 24" MIN. CLEAR AT EXTERIOR DOORS -1115A.1 LAUNDRY ROOMS. IF CLOTHES -WASHING MACHINES AND CLOTHES DYERS ARE 18" MIN. CLEAR AT INTERIOR DOORS PROVIDED IN COVERED MULTIFAMILY BUILDINGS OR DWELLING UNITS, AT LEAST ONE OF EACH TYPE OF APPLIANCE SHALL BE PROVIDED IN EACH LAUNDRY AREA, EXCEPT THAT LAUNDRY ROOMS SERVING MULTIFAMILY DWELLINGS ARE NOT REQUIRED TO HAVE FRONT -LOADING CLOTHES WASHERS. WHERE FRONT -LOADING WASHERS ARE NOT PROVIDED, MANAGEMENT SHALL PROVIDE ASSISTIVE DEVICES, ON REQUEST, IF NECESSARY ( i ( PROVIDE THIS TO PERMIT A RESIDENT TO USE A TOP -LOADING CLOTHES WASHER. ( I- ADDITIONAL SPACE I I I IF DOOR IS EQUIPPED LAUNDRY ROOMS oo( I i WITH BOTH A LATCH AND A CLOSER I CH 11A SECTION 1115A N.T.S. ELLs IL SIDE L J�12„� BSB © CBC-HC33.dwg MIN BATHING FACILITIES.-1120A.2.4.3 THE WIDTH OF THE LEVEL AREA AND THE SIDE TO WHICH THE -1109A.2.1 SEE TABLES 1109A.2-1 AND 11D9A.2-2 FOR COMPLYING BATHROOMS. DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR -1109A.2.2 ONLY ONE BATHROOM IN PRIVATELY FUNDED ACCESSIBLE DWELLING UNITS NEED EXTERIOR DOORS AND 18 IN. PAST THE STRIKE EDGE FOR INTERIOR DOORS. COMPLY WITH THE REQUIREMENTS FOR THE PHYSICALLY DISABLED. -1109A.2.3 IF A DEVELOPER DESIRES TO PROVIDE REQUIREMENTS FOR THE PHYSICALLY DISABLED IN ALL BATHROOMS, USE TABLE 1109A.2-1. NOTE: PROVIDE BUMPER IN -1109A.2.4 IF A DEVELOPER DESIRES TO PROVIDE REQUIREMENTS FOR THE PHYSICALLY POCKET TO PREVENT DISABLED IN ONLY ONE BATHROOM, USE TABLE 1109A.2-2. DOOR FROM FULLY 32" MIN. -1109A.,3 WATER CLOSETS WATER CLOSETS IN BATHROOMS REQUIRED TO BE ACCESSIBLE RECEEDING SHALL CONFORM TO THE PROVISIONS OF THIS SECTION. THE WATER CLOSET SHALL BE LOCATED IN A SPACE A MIN. 36 IN. IN CLEAR WIDTH WITH 48 IN. MIN CLEAR SPACE PROVIDED IN FRONT %% % • % %%%% (b) SLIDING DOOR :::r: ;>>:::>;:. ;: :..:.rr.r ::. ::::.:.: OF THE WATER CLOSET. THIS SPACE MAY INCLUDE MANEUVERABLE SPACE UNDER A :32"MIN. LAVATORY, IF PROVIDED, ARRANGED SO AS NOT TO IMPEDE ACCESS. THE MIN. HEIGHT OF < 32" MIN. WATER CLOSET SEATS SHALL BE 15 IN. ABOVE THE FLOOR. L C-4 EXCEPTION IN COVERED MULTIFAMILY DWELLING UNITS, THE WATER CLOSET MAY BE LOCATED IN A SPACE 48 INCHES (1219 mm) IN CLEAR WIDTH WITH 36 INCHES (914 mm) OF CLEAR SPACE PROVIDED IN FRONT OF THE WATER CLOSET. (a} HINGED DOOR (c) FOLDING DOOR -1109A.4 LAVATORIES, MIRRORS AND TOWEL FIXTURES AT LEAST ONE ACCESSIBLE LAVATORY SHALL BE PROVIDED WITHIN ANY TOILET FACILITY. WHERE MIRRORS AND TOWEL CLEAR DOORWAY WIDTH AND DEPTH FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH SHALL BE ACCESSIBLE. -1109A.5 FIXTURES IN ADAPTABLE DWELLING UNITS. GRAB BARS NEED NOT BE DOORS INSTALLED IN EITHER A BATHING OR TOILET FACILITY WITHIN AN ADAPTABLE DWELLING UNIT 3- - PROVIDED ALL STRUCTURAL REINFORCEMENTS FOR FUTURE INSTALLATION ARE PROVIDED IN CH 11A SECTION 1120A.2.2 / 1120A.2.4.3 N.T.S. THE APPROPRIATE LOCATIONS IN THE ADJOINING WALLS. THE REINFORCEMENT SHAD BE OF BSB Q CBC-HC44.dwg SUFFICIENT LENGTH TO PERMIT THE INSTALLATION OF GRAB BARS AS SPECIFIED. THE REINFORCED WALL SHALL BE CAPABLE OF SUPPORTING A LOAD OF AT LEAST 250 POUNDS. -1109A.6 TOILET. WHERE THE TOILET IS NOT PLACED ADJACENT TO A SIDE WALL THE THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGUALTIONS BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR MOUNTED, FOLDAWAY, AND IS INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. OR SIMILAR ALTERNATIVE GRAB BARS. -1109A.7 BATHTUB. A BATHTUB MAY BE INSTALLED WITHOUT SURROUNDING WALLS PROVIDED REINFORCED AREAS ARE PROVIDED FOR INSTALLATION OF FLOOR MOUNTED GRAB BARS. WHERE A TUB IS INSTALLED WITH SURROUNDING WALL, GRAB BAR REINFORCING SHALL BE INSTALLED EACH END AND BACKWALL OF THE BATHTUB, 1 1109A.8 SHOWER STALLS. GLASS WALLED SHOWER STALLS SHALL PROVIDE REINFORCEMENT It rl FOR INSTALLATION OF FLOOR MOUNTED GRAB BARS. REINFORCEMENT FOR INSTALLATION OF CEILING MOUNTED GRAB BARS IS PERMITTED. GRAB BAR REINFORCEMENT SHALL BE INSTALLED CONT. IN THE WALLS OF ADAPTABLE SHOWER 32 IN. TO 38 IN ABOVE THE FLOOR. GRAB BAR REINFORCEMENT SHALL BE A MIN 6 IN IN HEIGHT. It FACILITY ACCESSIBILITY (c) THRESHOLD CH 11A SECTION 1109A BSB Q CBC-HC34.dwg Ll 3 00 ® C 00 Ll 6O" MIN N.T.S. Iler � Lo TU IYIIIV. Lp U SHAPED KITCHEN GALLERY KITCHEN 1. REMOVABLE BASE CABINET WITH FINISH FLOORING BENEATH. 2. 30" WIDE REPOSITIONABLE COUNTER TOP WORK SPACE AND SINK, 3. IN LIEU OF 30" COUNTERTOP WORKSPACE (2) 15" MIN. WIDTH BREADBOARDS. 4 KITCHENS N.T.S. BSB CC CBC-HC37.dwg VERTICAL CHANGES IN LEVEL (d) BEVELED CHANGES IN LEVEL IdEE O DS -1120A.2.4 THRESHOLDS. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. FIGURE (a) ABOVE. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50% SLOPE.) FIGURE (d) ABOVE. EXTERIOR DECKS, PATIOS, OR BALCONY SURFACES SHALL BE NO MORE THAN 4" BELOW THE FLOOR LEVEL OF THE INTERIOR OF THE DWELLING UNIT. CHANGES IN LEVEL GREATER THAN 1/2- SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. -1120A.6.4 CHANCES IN LEVEL ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 . WHEN CHANGES IN LEVEL DO OCCUR THEY SHALL E B I AL B BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL, EXCEPT THAT LEVEL CHANGE NOT EXCEEDING 1 /4- MAY BE VERTICAL. FIGURE (c) (d) ABOVE. WHEN CHANGES IN LEVELS GREATER THAN 1/2" ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMP. (­*e�)TH RESH OLDS CH 11A SECTION 1120A.2.4 BSB Q CBC-HC43.dwg N.T.S. TABLE I101A.2-1 USE THIS TABLE V4HEN ALL BATHROOMS ARE COMPLYING BATHROOM5 I. BATHROOM ENTRANCE D00RINAY5 SHALL HAVE AN 18 IN. CLEAR SPACE TO THE 510E OF THE STRIKE ED5E ON THE 5WIN5 SIDE OF THE DOOR 2. SUFFICIENT MANEUVERING 5PACE 5HALL BE PROVIDED FOR A PER50N U51 NO A WHEELGHA I R OR OTHER MOBILITY AID TO ENTER. AND CLOSE THE DOOR., U5E THE FIXTURES, REOPEN THE MOOR AND EXIT. DOORS MAY 5WINC INTO THE CLEAR SPACE AT ANY FIXTURE IF THE MANEUVERINS SPACE 15 PROVIDED. MANEUVERINS SPACE AT ANY FIXTURE IF THE MANEUVERI N5 5PACE5 MAY INCLUDE ANY KNEE: SPACE OR TOE SPACE AVAILABLE BELO1N 5ATHROOM FIXTURES. 5. INHERE THE DOOR 5W I NOS INTO THE BATHROOM, THERE SHALL BE A SPACE [APPROXIMATELY 50 INCHES BY 45 INCHES] WITHIN THE ROOM TO P051 TI ON A WHEELCHAIR OR OTHER MOB 1 L I T"( AID CLEAR OF THE DOOR AS IT 15 CLOSED AND PERMIT USE OF THE FIXTURES. 4. THERE SHALL BE A MINIMUM CLEAR SPACE 45 INCHES PARALLEL BY 50 INCHES PERPENDICULAR. TO THE 510E OF A 5ATHTUE3 OR 5ATHTU6-5HOWER COMBINATION (MEASURED FROM THE FOOT OF 5ATHTU5) TO PROVIDE FOR. THE MANEUVERIN5 ,THE OF A INHEELCHA I R AND TRANSFER TO AND FROM THE BATHI NS FACILITIES, WHICH MAY INCLUDE THE MANEUVERABLE AREA UNDER THE LAVATORY. 4.1 A SHOWER 5PRAY UNIT 15 NOT REQU I RED IN BATHTUBS. 5. WHEN A 5HOlNER STALL 15 PROV I DED IN A PRIVATELY FUNDED ACCE551 BLE DWELLIN& UNIT, AT LEAST ONE SHOWER STALL SMALL MEASURE AT LEAST 42 IN. WIDE BY 48 IN. DEEP WITH AN ENTRANCE OPEN I NC OF AT LEAST 36 IN. WHEN A THRESHOLD (A RECESSED DROP) 15 USED, IT SHALL „BE A MAX. 112 IN. IN HE I C HT AND HAVE A BEVELED OR SLOPED ANGLE NOT EXCEEDINC-a 45 DEOREE5 FROM THE HORIZONTAL. MAX. SLOPE OF THE :SHOWER. FLOOR SHALL ESE 1/2 IN. PER FT. IN ANY DIRECTION AND SHALL 51 DPE TOWARD THE REAR TO A DRAIN LOCATED W I TH I N 6 IN. OF THE REAR WALL. THE FLOOR SURFACES SHALL BE OF CAR50RUNDUM OR GRIT -FACED TILE OR OF A MATERIAL PROVI D I N6 EG7U I VALENT 5L I P RESISTANCE. DOOiR5 AND PANEL5 OF 5HO1NER AND E3ATHTU5 E:NCL05UR.E5 SHALL ESE SUBSTANTIALLYr 00,N5TRUGTEI7 FROM APPROVED, 5HATTER-RE515TANT MATERIALS HINGED 5HOWER DOORS SHALL OPEN OUTWARD. 6LAZINO USED IN DOORS AND PANELS OF 5HOJNER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY O LA55 OR APPROVED PLA5T I C . WHEN CLASS 15 USED, IT SHALL HAVE A MIN. THICKNES5 OF NOT LESS THAN 115 IN. WHEN FULLY TEMPERED, OR 1 /4" IN WHEN LAMINATED, AND SHALL PA55 THE TEST REQUIREMENT OF UBC STANDARD 24-2. PLASTIC USED IN 1;;fOOR5 AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL. BE OF SMATTER -RESISTANT TYPE. b . WALL5 MUST DE REINFORCED TO SUPPORT ORAD DAR5 A5 REOU I R.ED 5Y 5ECTION IIOaA.5 7. SPACE REQUIREMENT5 FOR THE INSTALLATION OF WATER CLOSETS SHALL BE A5 SPECIFIED IN SECTION 1101A.3 D. STRUCTURAL REINFORCEMENTS FOR FUTURE GRAB BAR INSTALLATION SHALL BE A5 SPECIFIED IN SECTION I I OgA.5 1P 7ABLE 1104A.2-2 15 U5W, ALL OTHER BATHROOMS AND POK7ER ROO1K5 WITHIN THE DWELLING UNIT SHALL BE ON AN ACCE5516LE ROUTE WITH USABLE ENTRY DOORS. TA5LE IIOaA.2-2 USF THIS TAB_F WHEN nNLY' dNF GDMPLYIMS BATHROOM IS PROVIDED. I. BATHROOM ENTRANCE DOORJNAYS SHALL HAVE AN 15 IN. CLEAR SPACE TO THE 5117E OF THE STRIKE EDGE ON THE SWING SIDE OF THE DOOR 2. SUFFICIENT MANEUVERING SPADE SHALL BE PROVIDED FOR A 'PERSON US I NC A 161HEELGHA I R OR OTHER MOBIL 1 TY AID TO ENTER AND CLOSE THE DOOR, USE THE FIXTURES, REOPEN THE DOOR AND EXIT. DOORS MAY 5WINC INTO THE CLEAR SPACE AT ANY FIXTURE IF THE MANEUVER.INC 5PAGE 15 PROVIDED, MANEUVERING SPACE AT ANY FIXTURE IF THE MANEU\/ERI NCB SPACES MAY INCLUDE ANY KNEE SPACE OR TOE SPACE AVA I LABLE BELON BATHROOM FIXTURES. 5. NHERE THE DOOR. SW I N6 5 INTO THE BATHROOM, THERE SHALL BE A 5PAGE [APPROXIMATELY 50 INCHES 53Y 45 I NCHE51 WITHIN THE ROOM TO P051 TI ON A WHEELGHA I R OR OTHER MOBILITY AID CLEAR OF THE DOOR AS IT 15 CLOSED AND PERMIT USE OF THE FIXTURES. 4. WHERE THE DOOR 5W I NG5 OUT, A CLEAR SPACE 15 PROV I DED 1N I TH I N THE BATHROOM FOR A PERSON US I NC A WHEELCHAIR OR OTHER MOBILITY AID TO P051TION THE WHEELCHAIR SUCH THAT THE PERSON 15 ALLOWED USE OF THE FIXTURES. THERE AL50 SHALL ESE CLEAR SPACE TO ALLOW PERSONS U51NO WHEELGHAIR5 TO REOPEN THE DOOR TO EXIT. 5. THERE SHALL ESE A MINIMUM CLEAR 5PAGE 48 INCHES PARALLEL 5Y 50 I NGHE5 PERPENDICULAR TO THE SIDE OF A BATHTUB OR 5ATHTU5-5HOWER COMBINATION (MEASURED FROM THE FOOT OF THE BATHTUB) TO PROVIDE FOR THE MANEUVERING OF A 1NHEELCHA I R AND TRANSFER TO AND FROM THE BATHI NC FACILITIES, WH I GH MAY INCLUDE THE MANEUVERABLE AREA UNDER THE LAVATORY. 5.1 A SHOWER SPRAY UNIT 15 NOT REQU I RED IN BATHTUBS. 6. WHEN A 51140KER STALL 15 PROV I DED IN A PR) VATELI' FUNDED ACCESS 1 BL.E DWELLING UNIT, AT LEAST ONE 5HOYJER STALL SHALL MEASURE AT LEAST 42 IN. WIDE BY 4& IN. DEEP 1N I TH AN ENTRANCE OPEN I N6 OF AT LEAST 56 IN. WHEN A THRESHOLD (A RECE55ED DROP) 15 USED, IT 5HALL BE A MAX. 1/2 IN. IN HE I GHT AND HAVE A BEVELED OR SLOPED ANGLE NOT EXGEEDIN6 45 DE61REE5 FROM THE HORIZONTAL. MAX. 5LOPE OF THE 5HOWER. FLOOR SHALL BE 1/2 IN. PER FT. IN ANY DIRECTION AND 5HALL SLOPE TOWARD THE REAR TO A DRAIN LOCATED WITHIN h IN. OF THE REAR WALL. THE FLOOR SURFACES SHALL BE OF GARBORUNDUM OR C RI T-FACED TILE OR OF A MATERIAL PZOVI D I N6 EQUIVALENT SLIP RESISTANCE. DOORS AND PANELS OF SHOWER AND BATHTUB ENGL05URES SHALL BE SUBSTANTIALLY CONSTRUCTED FROM APPROVED, 5HATTER-RESISTANT MATERIALS H I NC ED SHOWER DOORS SHALT. OPEN OUTWARD. C LAZ I NO USED IN DOORS AND PANELS OF 'SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, .LAMINATED SAFETY C LA55 OR APPROVED PLASTIC. WHEN CLASS 15 USED, IT SHALL HAVE A MIN. THICKNESS OF NOT LESS THAN I/5 IN. WHEN FULLY TEMPERED, OR 1 /4" IN WHEN LAMINATED, AND SHALL PA55 THE TEST REOU I REMENT OF UDC STANDARD 24-2. PLASTIC USED IN DOORS AND PANELS OF 5HOKER AND BATHTUE3 ENC1_05URE5 SHALL BE OF 514ATTER-RE515TANT TYPE. 7. WALLS MUST BE REINFORCED TO SUPPORT O RAB 5AR5 AS REQU I RED BY SECTION II011A.5 5. " 5PAGE REQUIREMENT5 FOR THE INSTALLATION OF WATER CLOSETS SHALL BE AS SPECIFIED IN SECTION 1 IOgA.3 41. STRUCTURAL REINFORCEMENTS FOR FUTURE 6R.A6 BAR INSTALLATION SHALL BE AS SPECIFIED IN SECTION 1 I01A.5 10. WHEN BOTH TUB AND 5HOINER FIXTURES ARE PROVIDED IN THE BATHROOM, AT LEAST ONE SHALL BE MADE ACCESSIBLE. WHEN TWO OR MORE LAVATORIES IN A BATHROOM ARE PROVIDED, AT LEAST ONE SHALL BE MADE ACCESSIBLE 11. TO I LETS SHALL BE LOCATED WITHIN BATHROOMS IN A MANNER THAT PERMITS A CRAB BAR TO BE INSTALLED ON ONE SIDE OF THE FIXTURE. IN LOCATIONS WHERE TO I LETS ARE ADJACENT TO WALL5 OR BATHTUBS, THE CENTER LINE OF THE FIXTURE SHALL BE A MINIMUM OF I FOOT 6 INCHES FROM THE OBSTACLE. THE OTHER, 51 DE OF THE TOILET FIXTURE SHALL ESE A MINIMUM OF I FOOT 6 INCHES FROM THE FINISHED SURFACE OF ADJO I N I N6 NALL5, VAN I T I E5 OR FROM THE EDGE OF A LAVATORI'' 12. VANITIES AND LAVATORIES SHALL BE INSTALLED WITH THE CENTER LINE OF THE FIXTURE A MINIMUM I FOOT 6 INCHES HORIZONTALLY FROM AN ADJOININO WALL OR FIXTURE. THE TOP OF THE FIXTURE RIM SHALL BE A MAX. OF 2 FT 10 INCHES ABOVE THE FINISHED FLOOR. IF KNEE SPACE 15 PROVIDED BELOW THE VANITY, THE E30770M OF THE APRON 5HALL BE AT LEAST 2 FT. 5 INCHES ABOVE THE FLOOR IF PROVIDED, FULL KNEE SPACE SHALL BE AT LEA5T I FT. 5 INCHES DEEP. CABINETS UNDER: LAVATORIES ARE ACCEPTABLE PROVIDED THE BATHROOM HAS SPACE TO ALLOW A PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR. IF PARALLEL APPROACH 15 NOT POSSIBLE WITHIN THE SPACE, ANY CABINETS PROVIDED WOULD HAVE TO BE REMOVABLE TO AFFORD THE NECESSARY KNEE CLEARANCE FOR FOR.WAR.D APPROACH. 18" 1 18" _�-0 0 ( 1 is 4 is ��L 48" r., z I I 0 I 3 I is A �- A r` I, 30„ r: PROVIDE 30i1 x 48" CLEAR SPACE INFRONT OF: 1. LAVS 2. -TUB 3. DOOR 4. WATER CLOSET BATH ROOM ACCESSIBILITY. OH 11 SECTION 1106.6 N. T. S. BSB (G CBC-HC38.dwg SEE LANDSGAPE AND CIVIL DRAW N5 5 FOR 51 TE REG2U I REMENTS AND INFORMATION NOT INCLUDED ON THESE SHEET5. ALL SITE WORK, GOMMERC I AL BU I LD I NG5, REGREATI ON BU I LD I NG5 AND ACCESSIBLE LIVING UNITS MUST CONFORM TO THE GAL I FONI A BU I LD I NC CODE CHAPTER 115, ADAA5, AND ALL APPROPRIATE SECTIONS OF AN51/CA50 A117.1-1aa12. THESE GBG SHEETS ARE REPRINTED 1N I TH PERM 1551 ON OF THE COUNCIL OF AMERICAN BUILDINO OFFICIALS, I.C.B.O.. THEY ARE INTENDED A5 A (SU I DE ONLY FOR THE MORE COMMON ELEMENT5 OF AGCE551 BLE BU ILDI NG5. EACH CONTRACTOR, 5UB-CONTRACTOR AND 5UPPLIER 15 REQUIRED TO MEET ALL REGZU I REMENTS OF„ CABO/ANSI , GBG I I A AND GBG I I B. REPORT D 15GREPANC I ES IN THE DRAW NCS TO THE ARCHITECT. � i • i oz W: 4 � � {�'� �, vi Fs �• r !F Cam= wwa- <nww w _U)0 4 O M 1 BIn o cn N � - fV JOB NO. 5,1041.00 PROJ. MGR. D.M. DRAWN BY fib. CHECKED BY SHEET TITLE SHEET CBC.1 CERTIFICATES OF COMPLIAN'rt.X l��� lI III I I l�� ..... ;�, I I ftr&to y * sum DwddM i Res ntW W-iR NMEt Lowrlse residential buildings subject to the Standards must contain these measures regardless of compliance a�roach used. Item narked with and asterisk ts) may be rseded by more strirgmt comp tiarte requirements tided let the Certificate of t€ance. When this checkl1 is incur rated Into the perkIt documents, the features noted skit be cats i dered e l t parties as a binding minimum corrpalen . perf alma nce spec i f i cat i ores for the mandatory measures whether #ley are Am elsewhere in the tents or on this checklist only. JEWO1 But WIN Envelope Measures w § 150(a)s Minimum R-19 ce€ling Insulation. X §150(b): loose fill Insulation manufacturer`s labeled R-Value, X w § 150(c)s Minimum R-13 wall insulation in woods framed watts or equivalent U-value in mtftt framed watts. ( does not apply to exterior mass wa t l$). w § 130(d)1 Minimum R-13 raised floor insulation In framed floors, X X 11500), St edgeter insulation `iwas r absorption rate no greater than a 3%, water vapor transnissionrate no N f A § 11$ Insulation specified or Installed meets insulation quality stwulards. Indicate type and form. X §116-17s Fenestratlon Products, Exterior Doors and InfIktration/Exfiltration Controls 1, Doors and windows between conditioned and uncondition space designed to limit air leaksage. R. Fenestration Voduicts (except f l e id-fabr i cateO have label with cer i f led ti-va tue, cert i f lid Solar meat 3, ExterC or f I cat s awindows wear str i1 p a t l l ca joints and peed � penetrations caulked and seated X X §150(g)s Vapor barrers mandatory in CIInate Zones 14 and 16 only. § I= f)= Special InfI (rations barrier Insto§led to comply with ISI meets Comm IssIon quo, Iity standards, N / A § 15ti(e)s Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masorry and factory -bust it f €reptaces haves a. Closeable metal or glass door b, Outside air € ntake with damper and control c. Flue damper and controt 2, No continuous burning gas pilots a#lowed, X DESCRtPTTINow BRIM Space Conditioning, hater Resat ing and P tuuoblrg System Measures § 1104 113, HVAC equ i pment, water heaters, showwerheads and faucets Geri f led by the Comm i ss ion, 1 5IXh) s heat i rg and / or coot I R9 toads calculated in accorJarce with ASiIYtAE, SMACM OR ACCA, 15(Ei)t Setback thermostat on att applicable heating Fysten §15NJ)i Pipe and Tank Insulation X X 1' Stw ter heaters i o an a nsta l to wi #h 1 res�i st ice- ar greater, must be exterria l ly wrapped e: th E First 5 feet of pipes closets to water heater tank, rerrecirculating systems, insulated (R-4 or. greater) 3, Back-up tanks for solar system, unfired storage tanks, or other Indirect hot water tarns have R-12 externs t insulation oprt R r1166 Ca+b i ned i nterna ! / externa t insulation, 5, ACootl buried ex d bepoir 55g1n utalt iculating sections of hat water system, Cooling system piping 6, �P���ippIrg Insulated between heating source and indirect hot water tarn. e § 150(n>s Acts and Fans 1. Alt ducts and plenums Instatted,sealed and insulated, to meet the requirements of the 1998 EMC sections 601,603, and 604, and standard 6-3i ants insulated to a minimum Installed level of R4.2 or enclosed entirety in i� orsaii ion i shalt l i th c sealant or other duct kiss a em tixk' mees theappl i�le r�alrc>5 a 11, lll�ar' l l�f iuc�iic or tape is used to seal�nir�s �ter i/4 i hch, the coed i mat i s of i�ctst i C andr e i i h .or sha t lobe&ck CBu I t d I s sha es ill [ be us for cnnveyi it1 air, Joints a seamno be seated with cto� 6acrc nAber addhesive duet tapes unless such is used in combination with mastic and drawbas. x X C. Exhaust fan systems have badkdraft or automatic dappm S 3, trld"lyyventilopera�tems serving condition space have either automatic or rM I ly accesslble, S 1141 Pool and Spa Heating Systems and Equipment 1. System is centifled with 78Z thermat efficiency, orroff switch, weatherproof operating insb4xtions, no eletric resistaixe heating and no pilot tight. R. System is Installed smiths a. At least 36' pipe between f1 ttser and heater for future solar heatirx,} b, Cover for outdoor pools or spa. (i 1 A / A 3. Pool system has directional inlets and a circulation pump time snitch, X 1115 Gas-f i red Central f urante, pool neater, spa heater or hmsehatd cooking app l lance have no continuously burin( pilot light. (Exception Non -electrical Cooking appliance with ( 150 btu/hr.) L i ght i rig Measwvsr I150(k)1s Luminaires for general ti�# inngg in kitchens she(t live lanes with efficacy of 40 lumenus/watt or greater far general lighting In kItchens.ThIs 9ftteral lighting shalt be controlled by a switch on a readily accessible lighting control parses at an entrance to the kitchen 11155N O P.Itt/Roams with a shower or bathtub must either have at least one luninaire with tamps with an efficacy of alttolu !d I n ciR#rewc I tchqd at the l i rig trar�te to row c of a t teat i ves to this requ 1 reirit and fixtures ore I (Insulates cover approve% X CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 1 CF-1R Project Title.. , .. , .... 5 P lex Date.. 03/ 17/03 121 111 54 Project Address..,,.. „ San Miguel Residences wwwwwww ----_-__-_.-------.---- Santa Ana, CA *v6. 01 * 1 _ I Documentation Author... Rudy Sains wwwwwww I Building Permit # I Heritage Energy Group I __- -_ - _ 1 15375 Barranca Pkwy, Suite F-101 I Plan k/ Check I Irvine, CA 92618 1 - _ 1 949-789-7221 1 Field / Check/ I Climate Zone,...,,..... 08 --------------------- Compliance Method..,,.. MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc _-_______________ I MICROPAS6 v6.01 File--MRCYHS Wth--CTZ08S92 Program -FORM CF-1R I I user#-MP0940 User -Heritage Energy Group Run- I -__.i------...«•..w..+---w..ww.w._.w_-.w--.-..-------v-__--___-____'-_.---..-_-_----__.w.-ww----.wrr«w«....w-- -- GENERAL. INFORMATION --_r--.-------------- Conditioned Floor Area..,,, 4159 sf Building Type ... . .... . ..... Mu l t i fam i 1 y Construction Type New Building Front Orientation, Front Facing 135 deg (SE) Number of Dwelling Units.,. 5 Number of Stories„ � .... , , . 2 Floor Construction Type ... Slab On Grade Glazing Percentage. , ....... 14, 6 % of floor area Average Glazing U-factor. , . 0.6 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ce I ling Height. ..� . 8, 5 ft BUILDING SHELL INSULATION ------------------- Component Frame Cavity Sheathing Total Assembly Type Type Rwalue R-value R-value U-factor Location/Comments Wall Wood R-13 R-n/a R-13 0,088 Roof Wood R-19 R-n/a R-19 0,047 F l oorExt Wood R-13 R-rI R-13 0, 064 Door Meta l R-0 R-n/a R-0 0,330 S l abEdge None R-0 R--n/a F2=0, 760 FENESTRATION ------------ Over- Area U- Exterior hang/ Orientation_.-___ (sf)--Factor_SHGC- Shading- Fins W Location/Comments---_-_- W I nd. Back (NW) 27.0 0,600 0. 650 Standard None Vinyl, Clear Wind Back < NW) 158.0 0. 600 0.650 Standard Yes Vinyl, C hear Wind Right (NE) 39.0 0.600 0,650 Standard None Vinyl, Clear Wind Right C NE> 65. 0 0. 600 0. 650 Standard Yes Vinyl, Clear Wind Front ( SE) 114, 0 0. 600 0. 650 Standard None V I ny 1, C l ear Wind Front < SE> 108. 0 0. 600 0. 650 Standard Yes Vinyl, Clear Door Front (SE> 18. 0 0. 750 0. 700 Standard Yes French Door Wind Left < SW> 20. 5 0. 600 0, 650 Standard None Vinyl, Clear Wind Left C SW> 56, 0 0. 600 0. 650 Standard Yes Vinyl, Clear, SLAB SURFACES - Area S Lob Type -- < sf) ___ Standard Slab 732 Standard S lab 714 Standard Slab 745 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R-value Leakage D Type ------------ --W Furnace0.780AFUE n/a Attic R-4,2 No No Setback ACSplit 10.00 SEER No Attic R-4,2 No No Setback Unit At Heating Load, 11, 228 Btuhi Cooling Load, 9, 629(Sens i b t e) , 11, 554( Totes l ) Unit B, Heat i ng Load; 10,005 BtuhiCooling Loads 8, 146(Sens i b t e) , 9, 775( Tota 1> Unit C, Heat I ng Load, 12, 666 Btuhi Coo I. I ng Load, 10, 346(Sensible) , 12, 415< Tota () Unit D, Heat I ng Load, 9, 230 Btuhi Coo t i ng Loads 10, 056( Sens I b le) , 12, 068< Tota l) Unit Ei Heating Load, 16, 358 Btuhi Coo t I ng Load# 17, 225( Sens I b l e) , 206700C Tota () Note, The loads shown are only one of the criteria affecting the selection of HVAC equipment, Other relevant design factors such as aii^ flow requirements, outdoor design temperatures, colt sizing, availability of equipment, oversIzIng safety margin, etc., Dust also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment, That individual is required to provide Form CF-6R, on Installation Certificate, which must be posted at the building site prior to Issuance of the occupancy permit, The CF-6R is not required for permit submittal. It is intended to insure installation of equipment that meets the efficiency requirements of the compliance documentation, WATER HEATING SYSTEMS --------------------- Number Tank External In Energy Size Insulation Tank Type -- - Heater Type Distribution Type _ - - System Factora <gl)R-value - -- Storage Gas Standard 5 0.60 40 R- n/a Rheem Water Heater RHG PRO50--40 ( or equal) First Hour Rating, Gallons (83) As per UPC chapter 51 The Minimum capacity for water heaters shad be in accordance with the first hour rating fisted in Table 5-1 below_--.-_-- - i Number ofBathrooms _-�-_ 1-1-to 1, 5 1 2' to 2. 5 1 3 to 3. 5 1 1 Number of Bedrooms 1 1 1 2 1 3 1 2 1 3 1 4 1 5 1 3 1 4 1 5 1 6 1 11st. Hour Rating, Gallons 142 154 154 154 167 167 180 167 180 180 180 1 SIGNATURES CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 3 CF-1R Project Title, , , ... . , a , MERCY HOUSE Date, . 03/ 17/03 12, 11 r 54 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be butts in Multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name, , . , _-_-_-__----__-----.--.--- Company, Mercy House Address, 807 Garfield Street Santa Ana, CA 92701 Phone... 714-836-7188 License. ------------------------- Signed- , ------------------------- (date) ENFORCEMENT AGENCY Name. , , ,- ------------------------ Title------------------------- Agency, ,------------------------- Phone. , , ___�.__---_--------------- Signed„ ------------------- - - - (date) Name.... Rudy So. Ins Company, Heritage Energy Group Address. 15375 Barranca Pkwy, Suite F-101 Irvine, CA 92618 Phone... 949-•789-7221 3-1 1-o 0 - - - -< date) 15375 Barranca Pkwy. Suite F-101 Irvine, CA 92618 T: 949-789-7221 F: 949-789-7222 I 56AI F: 1/4"=I'-O" XFLRO nA& (NOTE_5LAB] (04-01-01) I. TH15:PERIMETER DIMENSION PLAN IS FOR D I MEN51 ONAL INFORMATION ONLY. 2. REFER TO GIVIL ORMIN65 FOR FINISH 5URFAGE ELEVATIONS. 3. REFER TO 5TRUGTURAL ORAWIN65 FOR HOLDDOM5, FOOTING DETAILS, AND INFORMATION NOT 5HOM ON TH15 PLAN. 4. PLUMBING FIXTURES, VENT LOGATION5, ETG. ARE APPDXI MATE. GONTRACTOR TO VERIFY, COUNT, AND LOGATE. 5. SLOPE ALL STOOPS AND HAR05GAPE MATERIAL AWAY FROM 5UILDIN6 - TYP. 6. FLOOR OR LANDIN65 ARE REQUIRED ON EAGH SIDE OF AN EXIT DOOR. THE LANDING SHALL HAVE A LENGTH OF NOT LE55 THAN 5 FEET EXGEPT WHEN OPENING INTO THE 5TAIR5 OF A SMOKE PROOF ENG105URE. THE FLOOR. OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOOR. (GEW)BG 1003.3.1.6) SLAB PERIMETER LAYOUT KEYNOTES 0 3" DIA GONGRETE FILLED STEEL PIPE EMBEDED INTO GONGRETE FOOTING. SEE 5TRUGTURAL DRAKN65. SEE DETAIL 4/ ADA F2 VERIFY CURB GUT BLOGKOUT VV/ 6ARA6E DOOR MANUFAGTURER. PROVIDE TWO (2) COPIES of A' 6EOTFGHNIGAL REPORT FOR SOIL BEARING GREATER THAN 1000 P5F UNDER FOOTI NG5 AND/ OR 501 L UNDER 5LAB5 WITH DE5161N BEARING VALUE5 6REATER THAN 500 P5F AND/ OR FOOTING-5 5UPPORTIN6 OVER TWO FLOORS AND A ROOF. 6EOTGHN16AL REPORT REGOMNIENDATION5 ARE GON5IDERED TO BE MINIMUM DE516N STANDARDS. (106.3, APPENDIX SECTION 330q AND CHAPTER IS) THE 5011-5 REPORT REQUIRES FOUNDATION EXGAVATION5 TO BE REVIEWED BY SOILS ENGINEER. NOTE ON THE FOUNDATION PLAN "PRIOR TO REQUE5TIN6 A BUILDING SAFETY DIVISION FOUNDATION IN5PEGTION, THE SOILS EN61 VEER/ 6EOTEGHNI GAL CONSULTANT SHALL' INSPECT AND APPROVE THE FOUNDATION EXGAVATION5." (106.3) NOTE ON THE FOUNDATION PLAN(5): "PROVIDE TY40 GORES OF A COMPACTION REPORT REVIEWED, AGGEPTED AND STAMPED BY THE ARCHITECT OR 5TRUGTURAL EN61 NEER OF RECORD. THE REPORT5 ARE TO BE SUBMITTED TO AND AGGEPTED BY THE BUILDIN6 SAFETY DIV1510N PRIOR TO GALLING FOR FOUNDATION IN5PEGTION. PLEASE TELEPHONE (114) 641--5666 FOR AN APPOINTMENT WITH THE PLAN GHEGK ENGINEER TO AGGEPT THE TV40 CERTIFIED GOPIE5 OF THE GOMPAGTION REPORT." NOTE ON THE FOUNDATION PLAN(5): "PRIOR TO GALLING FOR FOUNDATION INSPECTION, THE BUILDING GORNERS SHALL BE SURVEYED AND STAKED BY A CALIFORNIA LICENSED LAND SURVEYOR OR QUALIFIED GIVIL ENC71 NEER. THE SURVEY AND STAKING MUST BE DOGUMENTED AND BEAR THE STAMP AND 516NATURE OF THE PER50N RESPONSIBLE FOR THE SURVEY AND STAKING. THE CERTIFIGATION DOGUMENT MUST BE SUBMITTED TO THE BUILDING INSPECTOR AT THE TIME OF FOUNDATION IN5PEGTION." TH 15 STRUCTURE SHALL MEET ALL APPLICABLE AGGE551BILITY REQUIREMENTS. REFER TO 5PEGIFIG GOVERNING REGULATIONS FOR DETAILED INFORMATION BEYOND WHAT 15 5HOViN HERE. THE GIVIL ENGINEER SHALL LOGATE TH15 5TRUGTURE ON AN ACCF551 BLE ROUTE NGLUDI N6 ALL REQU I RED AGGE551 BLE PARKING, SIDEWALKS, GURB RAMPS, 516NA6E AND ALL OTHER PATH OF TRAVEL INFORMATION. o a z [ri c• '' � ., � � t A tf M � m W.wx.,y. P Wo Q ��v>0:. $s 1- � - tV c 0 cn 0 m ■ N 0 W 0 -v c U)WN a O� N co 0 Q 0 c i w n C. I ��cr) a U. zco LL t— N 0 o Z V i z —� co do x T � � U n0 ) ♦ O ■ 0 cn cf) U ■ uj0 eu a U v En ■ a CL E co ■ a, a� c 0 0 ■ c� N 0000 v .- 0 r' uj Lo U v_ �-t U x Ez: � O w J r�� cf) 1� JOB NO. 9041.00 PROJ. MGR. D.M. DRAWN BY &G. CHECKED BY SHEET THE SHEET 5LAB PERIMETER LAYOUT Al .1 W� W MAIN FLOOR NOTES [NOTE -FLOOR] (12-15-00) rL- El 11 L STUCCO Fill WRAPPED Y41N6Y4ALL SEE EXT. ELEV5. .......... 5OFFIT7 SHELF o cry SEE EXT. ELEV. V rL_ SOFFIT/ STUCCO SHELF YsIRAPPEE) SEE EXT. 1NIN6KA,,LL Q) ELEV. ­_214,11 11-611 SEE EXT. 77 ELEV5. SOFFIT 1/4 ;b SEE EXT. MA) ELJ-:\/. LSI Q) 7:k A 5TUI WRAPPED I/4IN6VqALL SEE EXT. 21-611 ELEV5. 41-011 2+1-011 21-611 51-411 JJ*31_511 21-511 d# 11_ to II Ci1-411 21-211 Ae 21-211 \'6), 4010 XO F�l ii ]-oil -0-2 11 2-7 I -oil 11 21-611 31-511 51-411 21-211 �io 21 -411 cf 1-511 21-211 ?e U- W_ tgo �� m r i BEDROOM L BEDROO q �-011 GLG FLOOR q'-O" AE)OVE A STEEL STRINGER1 OOR GHANNEL5 RUN 1ABOVE 5EPERATE FROM ADJA( ENT YqALL. (Typ) --fill KT .......... 13 50 [26 1 REF. I 1-q1l 51-1111 JI-bil 41-411 41-611 _2 .40 KITCHEN ble-o" GLG E 0 0 V (I U N IT C GLG. BREAK-- 010 s. r I LIVING jL_ 10 c[I-011 c L 9--1 12 ail] 14 -1k I "Ilk +42"R A 20 11, " - - I II 141-4 4 F7 FLO-M ------- 21 y ------ DINING A I -oil c1_6 ... ... (91 ENTRY C1 ;1 ----- 1\ r% GLGT UF > PATTO ----- 1ql Oil /> 3080 X.Y77777 , v All L2050 51­1 2050 SH 2050 5H_j (2) 2050 5H A FLOOR ABOVE SOFFIT SEE EXT. ELEV. 5GALE: 1/4"= 1'-0" XFLR1 221-bill 51-111 1-3 11 gn 2 5 Im 51-411 log 25 1_10111 4 1-loll .1 Wm m 30505H A. REFER TO GENERAL NOTE SHEETS, FOR PLAN "A GENERAL NOTES. - 'I D. REFER TO 'EN' SHEETS FOR CERTIFICATE OF 8 COMPLIANCE AND INSULATION VALUES. COE Hu G. ALL DIAGONAL K,\LL5 TO BE 45 DEGREES Ld UNLE55 NOTED OTHERIN15E. cn U.1 m < z=1 Z) D. WINDOW "HEAD" HEIGHTS: 1� F wo 15T FLOOR = 6-0" U.N.O. ON EXT. ELEVATIONS 2NE) FLOOR = 6-8" U.N.O. ON EXT, F1 FVATION15 5 I -oil DOOR HEIGHTS, AS NOTED ON PLANS (ALIGN ADJACENT WINDOW HEADER HEIGHT WITH DOOR HEADERS) PLAN KEY NOTES [-I FIBER6LA55 5HOAER WITH INTEGRAL SURROUND 60' ABOVE DRAIN, 5HOWER HEAD +16". GURTAIN ROD AT +bO If •:J ;lJ :• :•:. [L-21 PROVIDE DUCTLESS EXHAUST 30" SLIDE -IN GAS RANGE N/ 30" HOOD, LIGHT, EXHAUST FAN AND . ......... ..... ...... 71 MICROWAVE ABOVE. VENT PER GENERAL NOTES, SECTION 0 _7( 2 -b Lu 4,2511 21511 1-4 11 48117 SOFFIT/ SHELF bOO. M 1­15 1 -1 11 1 -3 V-2f, x 5-4111 W 4 10 SEE EXT. r3-] TEMPERED SAFETY 6LA55, PEP, GENERAL 0 m I oil BEDROOM < ELEV. 5TUGGO Z_ NOTES 5EGTION ObbOO. LINEN Fib] BATH Fro 42u) ............ �4211 591 BATH LINEN I -on GLil YqRAPPEP kqIN&AA1_L F4-] WARDROBE DOORS, 6-b" HIGH. AIDTH AS N, w 0 0 6-21" GL6, F 7 14 15 Itl I j�-- - _11 7`1 F241 4b SEE EXT. ELEV5. NOTED. cnw N PLYWOOD YNUUL/ Smmx f\t)UVr_ VV DRYWALL YVALL OVER. HEIGHT AS NOTED. SEE DETAIL 2/ ADA 0: N 1 IffIff- 0) ® WI TlAnnn RP OW DR WALL 1 IF OTHER THAN (1% 0 F C) in 50LID FRAMIN6. 5H DETAII I/ ADA d � PANTRY PANTRY F71 •3olix3O" ATTIC AGGE55 SEE DETAIL 5/AD 4 co SITUGGO SHELF co■ SOFFIT/ SHELF +5 bp REF. [26] REF. 26 FFL F L3 [5 SEE EXT F&-] FAIJ IN ATTIC ABOVE. PROVIDE UNOB5TRZTED 51-111 41-011 41-oll 5t-(011 ELEV. 111-211 1 �1: I e PA!55A6EMY MIGH 15 LARGE ENO" TO Lu REMOVE THE LARGEST PIECE OF EQUIPMENT. co KITCHEN I -oil GLc PROVIDE 30" HIGH x 30" WIDE PA55A6ENAY ❑0 io, A R2 L3'-O" CLG AIA V41TH 24" V41DE PLYYMP FLOORINC7 AITH Z "llit /0 0 G n C) 30 x3O" PLATFORM AT 5ERVIGE 51DE OF THE 0 UNIT BGLG. /010 UNI 10 EQUIPMENT. MAX. 21l FROM AGGE55 POINT 0 BREAK- 01 TO FAU. LIVING c VERIFY LOCATION Yql MEGHANIGAL DIRMINI LIVING 0 - I I I BREAK qI-011 CIL6 0) 1-011 c 4:5 a ,Lc J ___J INSTALL PER GENERAL NOTES, 5E6TION 01600. % I$ 5EGTION 15500. x WALL SOFFIT/ 5�H STUCCO z 0 ABOVE 5EXTWRAPPEDPPED Pq 40 6ALLON KATER HEATEHATER.z I I'i DWi --. --- DW N ( , EE . NIN6YqALL SEE DETAIL 8/AD.4 AND GENERAL ELEV. x I SEE EXT. NOTES SECTION ON 15400, J _6 2-11 ELEV5. poi SECOND FLOOR WATER HEATER. PROVIDE DRAIN 4- 0 T­7 r- 7 7 A /1. If PAN, DRAIN TO EXTERIOR. 40 GALLON. SEE DETAIL 0 EL /bl\_ ly -;ENERAL NOTES 5EGTION 15400. 12 I_qIl 2".., \L \ / I I 3Y2 \, �/ql b/AD.4 AND C . ........ - ------- - ------------ .......... --------- -------- I] NG GONDENSER ON 6 x 50" MIN PREGA5T 0 Gil RETE PAF?, 3" MINIMUM ABOVE GRADE. V DINING -- ----- ---------- --------------- -- -------- \,/ --------- f � A, DINING Q) cill-rIll I -oil GL(5 Fl(q] :E ti` ? , :.:❑ -_ = I CONCRETE FILLED 5" STANDARD PIPE LOCATE Va TG .......... . ........ .......... E N Y 4- ---------- e............. z ---------- - ----------- .... op qI ADS -oilGL 3080 950 .. ...... .......... . ....... ... 2050 ZjrT TMO 5H 2050 •5H A 5TUGGO WRAPPED WINGWALL SEE EXT. U- W_ FLOOR ABOVE R EV5. q11 -7 1-111 5 I -oil 5 I -oil 4 1-1111 2-7 it 3 1-oil 51-511 5 I-oll (b 1-bli 11-611 21-611 e e JA lb 1-611 211 V 4 I-oll \j -1 L1:2j PER SLAB DIMEN51ONAL PLAN. 5EE DETAIL • (z 4/Ag.4. 0 SOFFIT INTERIOR SOFFITS: SEE EXT. Flz�3 FLAT TOP AT -7'-0" U.N.O.AIN FLOOR Fv EL .V.FLAT TOP AT -T-I U.N.O.U'.NOUPPER FLOOR. En sk A 10 [1-4] FIBERGLASS BATHTUB'K/ INTEGRAL SURROUND. 055GURED TEMPERED 6LA55 ENGLOa RE, ANODIZED ALUMINUM FRAME. CL AIT14 REINFORCED AREAS FOR FUTURE v INSTALLATION OF GRAB, 5AR5. ■ SEE AGCE55IBLITY REQUIREMENT SHEET. 1-5i WATER CLOSET YqIT14 REINFORGED AREAS FOR FUTURE INSTALLATION OF GRAB BARS. SEE AGGE55IBLITY REQUIREMENT SHEET. 16 00ORKAY55HALL HAVE AN lb" CLEAR SPACE TO THE SIDE Of: THE STRIKE EDGE OF THE DOOR ON THE 5Y06 5IDE OF THE DOOR, 5EE AC,6E55113LITY REQUIREMENT 5HEET. cn FI-1] 15" MINIMUM WIDTH BREADBOARDS. SEE AGGE551BLITY REQUIREMENT SHEET. uj cn PROVIDE DRAFT STOPS, TO CONFIRM TO ii 5EGTION 105.5. i 18 ONE COMPLYING BATHROOM. Co 0 to Of ;t-- N PROVIDE FIRE BL06KIN6 TO GONFIRM TO G.B.G. 5ECTION -70b.2. SEE AGCE5515LITY REOUIREMENT SHEET. =3i Ln I IMC,I=T 1AIWr)nW Pr -An JAMB AND SILL IN '? YA STUDS L) I PROVIDE 2A 105G MINIMUM RATED FIRE EXTINGUISHERS TO BE LOCATED ON EAGH LEVEL WITHIN -75 FEET OF TRAVEL 015TANGE FROM ALL AREA5. TRAVEL DISTANCE 15 30 FEET IN AREA5 HAVING FLAWAABLE LIQUIDS. I �r FIRE PROTECTION SYMBOLS LEGEND 0 • 0 0 0 & 0- 1- HOUR FIFE-RE51STIVE KALL (PVCillto 5EPARATION) I- HOUR FIRE-RE515TIVE WALL ------- \ ------ FOR I- HOUR FIRE-RE515TIVE FLOOWGEILIN6 A55EMBLY AT fill 0EGK5 AND BAL( ONIE5. (EXTERIOR OVER EXTERIOR) K��q TH15 5TRLJGTURE 544ALL MEET ALL FOR I- HOUR FIRE -RESISTIVE ----------- APPLIGABLE AGGE55IBILITY REGUIREMENT5. ---- --------- FL(�MGEILIN6 M5EIeLY AT REFER TO SPECIFIC GOVERNING REGULATIONS /* 17 DECKS AND BALCONIES. FOP, DETAILED INFORMATION BEYOND ­x/ ------------ ------ (EXTERIOR OVER INTERIOR) NHAT 15 SHOWN HERE. THE CIVIL ENGINEER SHALL LOCATE THIS FIRE EXTINC-U15HER. LOCATE STRUCTURE ON AN AGGE551BLE ROUTE CABINET HEIGHT 50 THAT INCLUDING ALL REGUIRED AGGE5515LE EXTIN(;UI5HER HANDLE HILL NOT PARKING SIDEWALKS CURB RAMPS, BE GREATER THAN 45" ABOVE 516WE AND ALL OTHER PATH FIN15H 5URFAGE. OF TRAVEL INFORMATION. LL9j I I m SEE INSET VqINPOYq DETAILS 0 a +42" HIGH COUNTER WITH 2X6 WALL BELOW. SEE DETAIL 5/ ADA In in 0 1 0 -C I U f3_ r2-1 PROVIDE 5GREENED LOUVERED LOW GOMBU5TION AIR VENTS. (HIGH AND LOW WHEN FAU 15 IN GARAGE.) 22 GARAGE FIRE SEPARATION. GARAGE SEPARATION AT VERTIGAL SURFACES 514ALL BE PROTEGTED WITH ONE (1) LAYER 5/8 " TYPE W GYPSUM BOARD PER U13GII 5EGT. 302.4 AND TABLE I-E3 ITEM 1-7-13. GARAGE SEPARATION AT HORIZONTAL A SURFACE AT 24" O.G. SHALL BE PROTECTEDLv WITH TWO (2) LAYER5 5/5" TYPE 'XI 6111P5UM BOARD PER U56/656 TABLE 1-6 ITEM 21 x w C, 2-3 GARAGE DOOR SEPARATION. INTERIOR ELEVATION KEY PROVIDE 5OLI1? GORE DOOR OR -� r--� /E APPROVED I-HR RATED DOOR W SELF GLOSORE Al I- =1 IN 11= C= I KI -11:2 am I SQUARE FOOTAGES UNIT A 136 UNIT B 114 UNIT 6 146 TOTAL MAIN FLOOR 2,116 UNIT 0 lob UNITE 1,260_ TOTAL UPPER FLOOR IMI SUBMOTAIL 4J64 STAIR CORRIDOR lbqd II TIGHT I G. k..11.dL11 GT O I go m R24 AT 15T FLOOR UNIT: Lo . N FAN COIL IN DROPPED CEILINi PER 10 WamMEGHANIGAL PRAV41W_55. 251 22-00" ATTIG AGGE55. SEE DETAIL 3/AD.4. 26 FACE FRAME CABINET. SEE DETAIL 6/ ADA 27 HANDRAIL5 SHALL EXTEND A MINIMUM OF 12 IWWIFS FV-Yi THE TOP NOSING AND I lNiCHE5, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM NOSING. u-, NE6TED WITHIN EACH BUILDING. II TIGHT I G. k..11.dL11 GT O I go m R24 AT 15T FLOOR UNIT: Lo . N FAN COIL IN DROPPED CEILINi PER 10 WamMEGHANIGAL PRAV41W_55. 251 22-00" ATTIG AGGE55. SEE DETAIL 3/AD.4. 26 FACE FRAME CABINET. SEE DETAIL 6/ ADA 27 HANDRAIL5 SHALL EXTEND A MINIMUM OF 12 IWWIFS FV-Yi THE TOP NOSING AND I lNiCHE5, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM NOSING. u-, NE6TED WITHIN EACH BUILDING. E3 G D ,41.4 Ai. AI.5 4,_011 Je 22'-8" qv_O" I I %I -Gil I 21 _311 51-411 Ifol ,j,_O„ 13,-D„ oft5_42140I, 2'-6" 2'-10" I' -II" 4'-0" 5'-2" 4'-II" 4'-0" 4'-1" 2'-7" 2'-q" 4'-8""A 41--O" 31--1" i FLOOR 4010 XO 3050 514 BELOYV -7'-2" HD TEMP a 3050 514 3050 5H 3050 5H 11-" HD 3050 5H 3050 5H ...:::.:::.:. W I :>. FI BATH 1 r---- - -- ----- _ a _ i r 8 0 GL6 i 0 O I cv i F2] - � ` 5� P � is � ; ( L m a BATH 0 4 r BEDROOM .s 0 - 8'_O" GL6 _ r - O 8'-0" GL6 MASTER BEDROOM KITCHEN - HALL 5 — �, 0 8'-0" GL6 N I ��-(�GL6 '�- BEDROOM Q I — IOW - ___51 +42REF ° 8'-0" GLbo STEEL 5TRIN6ER 8'-0" GL6 :, r D V G \ / O GHANNEL5 RUN - � J• ;r '• 111. 05EPERATE FROM a 2468 I x I J HALL -- �- 2668 ADJACENT WALL Ic o ; r —� (TYP.) = SD 81-0 SHELF f X ::<:?:.r •i ?:. i;. —1 r` I I [2(g] PANTRY - 2bb8 •d- 2668 r??.:: 3' q 3 [-loll 4 F3 „ „ ,_ �, II 5T UGGO SHELF ... ?, . <. ?.. I cn r— 10 3 0 I I I i > F3 LINEN `" !•: n2b I- --SAP ---- _ ------ _ ❑ I , 0 REF. I I - �I m SIG __==___:-_ _ :: 0 I - KITGH EN, I I MASTE 8'-0" GLG - . - 13 = I 8'-a" GL6 I I U N IT D +42" i i -f I 1` -1 I _ AIA I I I _-- -_ - BATH I I 8 DINING �- 0 ' I F2] 6 8' 0" GL6 y G i R'd`/ �' L '" - — — — — — I : I 8'-O" GLGm QI �I __1 N = I� �RIn r I - _ LIVING r --- - - -- 2468 13 p I - 10'_ V G ,_ 8'-0" GL6 -7,_51 4" -- 6 10 4 1 41 LL ( 2 _ _ 5 O Y2 --- �, 5,_4,� 3'_8„ 1'4-1O„ 3,_6, -�,� 3,_5„ 12,_1„ I'-10" q'-3" m FLOW 12 /DW\ I N i --- -- --- i-------- 2'-2" O I--WALI cv I BELO - 14EU I rUNIT I I " 3 I — — -j 2 --- -- G ✓ - - cn - Fol ;/ 5 +24"2040 5H �,16 0 GOATS „� 2 2 -10 _ - ;/ 13 LIVING 7 =N DN q ❑ 8' O" GLG ° C GL 1O _ DECK_ o N I DINING F _� .� • � �� - � " — 8,-O" GL6 G T ;J_>_' ,�,��,=p„,� �,��- - - - - - m 8 -O GL600, 2 20 46 43 Iq 7 N 4a 4�O 2-2 ENTRY � ° N m 27 , RY i 0 +24„ 5 8 -O GL6 o 8'-0" L6 '�' +24" 5+42" MIN. 6 3068 DESK:[V+42 MIN. 3068 T G :. p -� me p N — Ski (2) 2040 5H 3050 5H 3050 5H u u A 2040 5H 2O40 5H 2O40 5H i NQ'AIF 2040 5H 2O40 5H 2O40 5H A GORRO51ON )L 6x6 P05T RE515TANT TYP. SGUPPER TYP. 2'-10" 3'-D" 3'-D" 2'-10" 3'-6" 3'-6" 6'-bil 8'-O" 2'-3" 2'-ID" 3'-O" 3'-O" 2'-10" 4,, II' -I" 41_O„ 1I,-8„ 00 -71-011 4'-D" 51_O„ 4 _Oi, 16,_11„ I1,_g„ I1,_52'-6" 4'-O" 42-6 Upper SCALE: 1/4" = I'--O" XFLR2 PROVIDE 2A IOBG MINIMUM RATED FIRE EXTINGUISHERS TO BE LOCATED ON EACH LEVEL WITHIN 75 FEET OF TRAVEL DISTANCE FROM ALL AREAS. TRAVEL DISTANCE 15 30 FEET IN AREAS HAVING FLAMMAABLE LIQUIDS. FIRE PROTECTION aYMBOLS LEGEND I�\ .000000 1- HOUR FIRE-RE515TIVE WALL f I�lFLLIN6 SEPARATION) ® ® I- HOUR FIRE-RE515TIVE WALL ---- FOR I- HOUR FIRE-RE515TIVE ----- FLOOR/GEILIN6 A55EMBLY AT DEGK5 AND BALCONIES. - (EXTERIOR OVER EXTERIOR) THI5 STRUCTURE SHALL MEET ALL APPLIGABLE AGGE551BILITY REQUIREMENTS.-- FOR I- HOUR FIRE -RESISTIVE 1, REFER TO 5PEGIFIG GOVERNING REGULATIONS 'L -' FLOOR/GEILIN6 A55B,,ff�Y AT 6 FOR DETAILED INFORMATION BEYOND ! `• DFGKS AND BALCONIES. YgHAT 15 SHOWN HERE. l-' ` (EXTERIOR OVER INTERIOR) THE GIVIL ENGINEER SHALL LOGATE THIS FIRE EXTINGUI5HER. LOGATE STRUCTURE ON AN AGGE551BLE ROUTE - GABINET HE16HT 50 THAT INCLUDING ALL REQUIRED AGGE5515LE EXTINC-71JI5HER HANDLE KLL NOT PARKING, SIDEYVALKS, CURB RAMPS, BE GREATER T14M 48" ABOVE 516NA6E AND ALL OTHER PATH FIN15H 5URFAGE. OF TRAVEL INFORMATION. go A E3 G INTERIOR ELEVATION KEY A. REFER TO GENERAL NOTE SHEETS FOR PLAN 6ENERAL NOTES. 5. REFER TO 'EN' 5HEET5 FOR GERTIFIGATE OF GOMPLIANGE AND INSULATION VALUES. G. ALL DIA60NAL YdALL5 TO BE 45 DE61REE5 UNLE55 NOTED OTHERWISE. D. WI NDOK "HEAD" HE16HT5: 15T FLOOR = S'--0" U.N.O. ON EXT. ELEVATIONS 2ND FLOOR = 6-8" U.N.O. ON EXT. ELEVATIONS DOOR HEIGHTS AS NOTED ON PLANS N (ALIGN ADJACENT YVINDOK HEADER HEIGHT WITH ° DOOR HEADERS) o PLAN KEY NOTES 11 FIBER6LA55 5HOYCR KITH INTEGRAL SURROUND 60" ABOVE DRAIN, 5HOYAER HEAD +18". CURTAIN 8 8 � ROD AT +SO" _ N ® PROVIDE DUGTLE55 EXHAUST 30" SLIDE -IN GAS RANGE Wl 30" HOOD, LIGHT, EXHAUST FAN AND MIGROWAVE ABOVE. VENT PER 6ENERAL NOTES Q 5EGTION 07600• 0 N 4 D3 TEMPERED SAFETY 6LA55, PER GENERAL m NOTES 5EGTION 08800. ® WARDROBE DOORS, 6 -8 HIGH. YJIDTH A50 v NOTED, v U) uj N 0 0 PLYWOOD SHELF ABOVE YV/ DRYWALL OVER. O/ N HEIGHT AS NOTED, 5EE DETAIL 2/ APA LL (� cu STUB HALL, HEIGHT A5 NOTED. PROVIDE 1/2" t � � D PLYWOOD BELOYJ D RYWALL IF OTHER THANU) DETAI I AD.4 50 ID FRAMING. SEE L / L d 301100" ATTIG AGGE55. SEE DETAIL 3/ADA, 0 � g FAU IN ATTIC ABOVE. PROVIDE UNOB5TRUGTED j �`•- I n PASSAGEWW AY HIJ. ICH IS LARGE ENOUGH TO o REMOVE THE LARGEST PIEGE OF EQUIPMENT. — d to M PROVIDE 30" HIGH x 30" WIDE PA55A6EYVAY V.. KITH 24" WIDE PLYYgOOD FLOORING WITH >= z t 0� CID 301100" PLATFORM AT 5ERVIGE 51DE OF THE o EQUIPMENT. MAX. 20'-O" FROM AGGE55 POINT d TO FAU. VERIFY LOCATION YV/ MEGHANIGAL DRAWINGS. d .O INSTALL PER GENERAL NOTES 5EGTION 07600. (_ •+j 2 it SECTION 15500. Z o • pi 40 GALLON WATER HEATER. z I SEE DETAIL 8/APA AND GENERAL c d NOTES 5EGTION 15400. E U ITM - 0 4 C) 5EGOND FLOOR KATER HEATER. PROVIDE DRAIN W o "- � I PAN, DRAIN TO EXTERIOR. 40 GALLON. SEE DETAIL O � S/AVA AND GENERAL NOTES 5EGTION 15400, II A/G GONDEN5ER ON 8" x 30" MIN PREGA5T o GONGRETE PAD, 3" MINIMUM AE 0VE GRADE. v 12 GONGRETE FILLED 3" 5TANDARD PIPE. LOCATE PER 5LAB DIMENSIONAL PLAN. SEE DETAIL • 4/AD.4. 1INTERIOR 5OFEIT5: c 3 FLAT TOP AT 7'-O" U.N.O. MAIN FLOOR FLAT TOP AT 7'-6" U.N.O. UPPER FLOOR. Ilk- 0 is 14 FIBER61-A55 BATHTUB W INTE61RAL SURROUND. OBSCURED TEMPERED 6LA55 ENGLO5URE, ANODIZED ALUMINUM FRAME. CL WITH REINFORCED AREAS FOR FUTURE 2 INSTALLATION OF 6RA5 BARS. ■ SEE AG( E55IBLITY REQUIREMENT 5HEET. co 8 15 WATER GL05ET cam' WITH REINFORCED AREAS FOR. FUTURE INSTALLATION OF GRAB BARS. SEE AGGE 5518L I TY REQUIREMENT SHEET. 3 ib DOORNAY5 SHALL HAVE AN I8" CLEAR SPACE c TO THE SIDE OF THE STRIKE EDGE OF THE DOOR ON THE 5KN6 510E OF THE DOOR: SEE AGGE5515L I TY REQUIREMENT SHEET. 7 17 15" MINIMUM Y410TH 5READBOAR95. c 5EE AG6E5518LITY REQUIREMENT 5HEET. ui 0 i 18 ONE GOMPLYIN6 BATHROOM. Im IV10 o c' SEE AGGE5513L I TY REQUIREMENT SHEET. Is N n rn L re lq INSET 1NINDOW HEAD, JAMB, AND 51LL IN 2X6 STUDS. m SEE IN5ET KINOOK DETAILS o 0r, c a ® +42" H16H COUNTER In o s WITH 2X6 YVALL BELOK. 5EE DETAIL 5/ AD.4 LO U °- 21 PROVIDE 5GREENED. LOUVERED LOIN GOMBU5TION AIR VENTS. (141614 AND LOW WHEN FAU 15 IN 6ARAGE) D 6ARA6E FIRE SEPARATION. 6ARA6E 5EPARATION AT VERTICAL 5URFAGE5 SHALL BE PROTECTED KITH ONE (1) LAYER 5/8" TYPE 'X' 6YP5UM BOARD PER UBG/GBG 5EGT. 302.4 AND TABLE 7-5 ITEM 17-13. ; GARAGE SEPARATION AT HORIZONTAL W SURFACE AT 24" Q.G. SHALL BE PROTECTED WITH TWO (2) LAYER5-"5/8 TYPE X GYPSUM X BOARD PER UBG/GBG TABLE 7-G ITEM 21-1.1. Lij 0 23 6ARA6E DOOR SEPARATION. ■� PROVIDE 50LID GORE DOOR OR APPROVED I-HR RATED DOOR K/ SELF GL05URE AND T16HT FITTING. PER GBG 5EGTION 113. , `i AT 15T FLOOR UNIT: 24 L FAN COIL IN DROPPED GEILIN6. PER al Ln Nis MEGHAN16AL DRAKN165. am ® 22"x30" ATTIC, AGGEE6. SEE DETAIL 3/AD.4. 26 FACE FRAME CABINET. SEE DETAIL 6/ ADA 27 HANDRAIL5 SHALL EXTEND A MINIMUM OF 12 INGHE5 BEYOND THE TOP N051N6 AND 12 i IN614E5, PLUS THE TREAD WIDTH, BEYOND THE E30TTOM N051 N6. ONNEC,TED WITHIN EACH BUILDING. f 2 I I HANDRAILS SHALL EXTEND A MINIMUM OF Q INCHES FV-YnMI I— I - N05IN6 AND 1.2 INGHE5, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM N05IN6. I EA I C:MlVK::) I MIK LAYOUT5, GALGULATION5, AND DETAIL5 BY 5TAIR MANUFACTURER. OL05ED R15ER5 ARE REQUIRED. r-1) THE SHOP DRAWINGS FOR THE EXTERIOR r3TAIR GOMPONENT5 ARE TO BE REVIEWED AND APPROVED BY 14E ARGHITECT AND ENGINEER PRIOR TO N5TALATION. 5G&E: 1/411=11-0ll xsecb 5GALE: 1/4"=I'-O" xsecb FFL 5EE FIRE PROTECTION 5HEET5 FOR ALL FIRE Kk-L A-%EME3LIE5 AND DETAIL5. PL . :FL , SECTION NOTES - TE-5EGTION51 (10-26-52 A. BUILDING 5ECTION5 514041 HERE DEPIGT VOLUMN 5PAGE5 WITHIN THE 5TRI)GTURE. REFER TO 5TRUJOTURAL DRMIN65, DETAII-5, AND GALGULATION5 BY OTHER5 FOR ALL 5TRZTURAL INFORMATION. ROOFING: PITCHED TILE ROOF AT 4:125LOPE U.N.O. 5EE ROOF PLAN, DETAIL5, AND GENERAL NOTE5. VM9 FLOORS: r2-. 1] AT TYPICAL INTERIOR GONDITION5: FLOOR 5HEATHIN(5 OVER FLOOR J015T. REFER TO 5TRUCTURAL DRA11065. GONCRETE 5LA55 / C-UR55: [5-. 1] 5EE PERIMETER DIMEN510NALPLAN. REFER TO 511RZTURAL ORAV065. IN5)LATION: r4-.l] REFER TO T-24 REPORTS WITH -IN TH15 5ET BY OTFLER5. 5.1 FIRE PROTECTION: HOU5E TO GARAGE FIRE 5EPARATION. 6ARA6EA4OU5E 5EPARATION AT VERTICAL aRFAGE55HALL BE PROTECTED WITH ONE (1) LAYER 5/5" TYPE X 6YP5W BOARD PER AUBG/GBG 5EGT. 302A AND TABLE 1-13 ITEM 11-13. 5EPARA-nON AT HORIZONTAL 51)2FAGE @ 24" O.G. ATTACHED TO FRAMING WITH TWO (2) LAYER5 518" TYPE X 6YP5UM BOARD PER UE3616BG TABLE 1-1�, ITEM 21-1.1. A k Ti H 0 m a) 3 c' X a-Emm wa::O-m <n Ld Of - Dwo cni E3 in I I I I I I I 0 ■ uj E a En ■ CL E ■ ■ cf) uj C) ch 0) R 1 O©R ; to n V) EN 1 a) Lr) < > m 0 to Cn 0 Lr) 0 = uj Lo 0 rL /� �' Q LLJ L cl) JOB NO. 51041.00 PROJ. MGR. D.M. DRAWN BY as CHECKED BY SHEET TITLE SHEET 5FLTION5 A1.4 0� _________ __ I PL FFL PL ml FFL PL FFL 9GALE: 1/411=11-oll xsecb 5EE FIRE PROTEGTION 5HEET5 FOR ALL FIRE KALL A55EM5LIES AND 19ETAIL5. SECTION NOTES NOTE_SEGTI ON5 10-26-52T— A. 13UI ILDI N6 5E-GTI ON5 5HOM HERE DEPIGT VOLUMN 5PAGE5 WITHIN THE 5TRZTURE. REFER TO 5TRVGTURAL ORMIN65, DETAILS, AND GALGULATION5 BY OTHERS FOR ALL 5TRUGTURAL INFORMATION. ROOFING: Fl- .1] PITCHED TILE ROOF AT 4:125LOPE U.N.O. 5EE ROOF PLAN, PETAIL5, AND 6ENERAL NOTE5, HOOD FLOORS: F2. 1] AT, TYPIGAL INTERIOR CONDITIONS: FLOOR 5HEATflIN6 OVER FLOOR JOIST. REFER TO 5TRUGTURAL DRAWINGS. GONGRETE SLABS / UR55: F3-.1 5EE PERIMETER DIMENSIONAL PLAN. REFER TO 5TRUGTURAL I)RANIN65. IN5ULATION: [4-11 REFER TO T-24 REPORTS WITH -IN TH15 5ET BY OTHER5. F 5.fl FIRE PROTECTION: HOUSE TO GARAGE FIRE5EPARATiON. 6ARA6EA4OU5E SEPARATION AT VERTIGAL 5URFAGE5 5HALL BE PROTEGTEP WITH ONE (1) LAYER? 518" TYPE X 6YP5LM BOARD PER QUE36/CI3G!5EGT. 302A AND TABLE 1-13 ITEM 11-13. -- 5EPARATION AT HORIZONTAL 5LIRFAGE @ 24" O.G. ATTACHED TO FRAMING WITH TWO (2) LAYER5 5/6" TYPE X GYPSUM BOARD PER UEY-,16BG TABLE 1-6 ITEM 21-1.1. A -no 0- M 00 n 8 W COM - =no 0 n L� 5 LL a- In m Ld lk� LLI n < to z = n U) IL cn r- 0 0 m m IN 0 w o N O. N 0) 0 0 co co■ w C*l LL CC) Z -� Q, 0 U c .2 Z Z (D x co U) 0 CL O cf)■ 0 4-A E ■ CL Z- E ■ w 0 91) co■ ch C) w 04cc C) 00 V) cr) Lr) L) m a 0 V C) ujU) 0 Lo 0 - Lo U CL _I � °o X cl) Lt'� �� JOB NO. 9041.00 PROJ. IVIGR, D.M. DRAWN BY B6. CHECKED BY SHEET TITLE SHEET 5EG,no% A 1 .5 Rear atmion 5GALE: 1/4"= 1'-0" xelev-1 EXTERIOR ELEVATION NOTES [NOTE-EXTELEV] (04-01-01) A. REFER TO GENERAL NOTE 5HEET5 FOR TYPIGAL REGUIREMENT5 AND 5PE61FIG DE5GRIPTION OF MATERIAL5. B. AINDOA "HEAP" HEIC-YHT5; -15T FLOOR = b'-O" U.N.O. ON EXT. El FVATION5 -2ND FLOOR = 6-8" U.N.O. ON EXT. ELEVATION5 -DOOR 14EIC7HT5 A5 NOTED ON PLANS. (ALIGN ADJACENT YqINDOki HEADER HEIGHT YqITH DOOR HEAVER5) G. EXTERIOR YqALL5: -5TUGGO PER GENERAL NOTE5, GORRO51ON RE515TANT IAEEP 5GREED AT 13A5E. D. EXTERIOR 5OFFIT5: -5TUGGO PER GENERAL NOTE5 FE.00FIN6: LA55 'A' FIRE-RETARPANT CONCRETE TILE5. S'-PROFILE CONCRETE TILE MONIER LIFETILE IGE30: ER-2(95(9 5EE GENERAL NOTE5, 5EGTION 0-020, ON 5HT 6N-5. 5EE ROOFING OETAIL5 FOR FA5GIA5. =1 F. WINDOWS: L -VINYL NINDOV6 PER GENERAL NOTE5, DIVIDED LITE5 WHERE 5HOAN ON EXTERIOR El EVATION5. G. ENTRY D00R5: -RA15ED PANEL PER GENERAL NOTE5 AND A5 5EI EUED BY DEVELOPER. H. -DOOR AND ViIWOY4 TRIM: 5TUGGO VRAPPED FOAM, WHERE 5HOYqN. 5EE DETAIL5. I. -( LA55 "A" DECKING "ENDURO COAT" OVER f PLYYiOOP 5UE35TRATE. 5EE VETAIL5 AND 5EE GENERAL NOTE5,5ECTION 01510 ON 5HT 6N-5. ELEVATION - KEY NOTE5 5TUGGO REGE55: F �l ROUGH 51ZE A5 NOTED. 5EE DETAIL 15/Al?.3. (DECORATIVE WROUGHT IRON kqHERE 5140kqN) F2� 5TUG60 514FI F / LOW WALL: 5TUGGO OVER El A!5TOMERIG FLASHING. 5EE DETAII L I I/AD.3. F31 5LOPIN6 5)RFAGE: 5TUGGO OVER ELA5TOMERIG FLA514IN6, 5EE 121AD.3. TxT FOAM TRIM.-U.N.O. F 5TUGC0 OVER, 0 DECORATIVE WROUGHT IRON, 5EE DETAIL 13/A[).3. Pq� GORRO51ON RE515TANT ROOF TO WALL FLA50INC7. 5EE ROOF DETAII-5 7lAD.I 8/A0.1. a GORRO51ON RE515TANT 5GUPPER. 5EE DEGK DETAIL 14/AE),I. TILE REGE55 5EE DETAIL 101AD3. a DEGORATIVE HOOD GOR13EL. 5EE DETAIL INAD.I. 11-01 DEGORATIVE HOOD CORBEL. 5EE DETAIL IVAD.I. I IDOV4 5TYLE- R MANUFACTURER TGH 2" REVEAL 0 f2 2 . . . . . . . . . . A En v o a Ld kl� a-a: L,j f) R < uj ( w w in D W cn 0 0) 0 m 0 N 0 0 U) w N OC N ■ 0) 0 U) d 0 co CC) Lu d (DcVp)U.co Z a) 0 U d < d 00 0) 4-J 0 zz 0 ■ 1 cox (D < Tm 4- 0 co U) 4- 0— 0 CL 0 0 cp cf)■ LU0 4-J E a En ■ z CL E uj■ ■ uj Cl co cm ID 10 -.1 c14 01:110 Is Cq a:) tn V) I Lo rry Fn F, 0 a Ln 0 c: Lo 0 = Lo 0 0- Lu C) C cf) JOB NO. 51041.00 PROJ. MGR. D.M. DRAWN BY &.6. CHECKED BY SHEET TITLE SHEET EXTMOR ELEVATIONS A1.6 IN= w Roof Plan 1/4"=i'-o" xroof /E3 /c, /0 Al-4 AIS A,5 CENTER LINE 13ETHEEN UNIT A J J J rFrTH,,E NOTE, 2" RAKE GENERAL CONTRACTOR TOR SHALL VERIFY THE NET FREE VENTILATION OF THE \/ENT PRODUCT 5ELEGTED ALAI N5T ABOVE. THE REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE IN5ULATION STOP 5UGH THAT IN5ULATION DOES NOT 0551FJGT FREE AIR MOVEMENT A5 REQUIRED BY THE BUILDING OFFICIAL. ALL OVERLAP FRAMED ROOF AREA5 5HALL HAVE OPENINC75 BETk�EEN THE ADJACENT ATTICS IN THE ROOF 5HEATHIN6 (A5 ALLOWED BY THE E)TRZTURAL ENGINEER) TO ALLOW PA55A&E AND ATTIC VENTILATION BETWEEN THE TWO OR 150LATED ATTIC 5PAGE5 5HALL BE VENTED INI?EPENDENTLY TO UE3G/G8G, REGU I REMENT5. � I U�z —1\ ATTIC VENTILATION AREA 1: AREA 2: AREAM: AREA3113: AREA 4: AREA 5: ATTIC AREA: 1,363 SQ. Fr. ATTIC AREA: 718 SQ. FT. ATTIC AREA: 57 SQ. FT. ATTIC AREA: 57 SQ. FT. ATTIC AREA: 95 SQ. FT. ATTIC AREA: 45 SQ. FT. VENT RATIO: 1/300 VENT RATIO: 1/300 VENT RATIO: 1/150 VENT RATIO: 1/150 VENT RATIO: 1/150 VENT RATIO: 1/150 REQUIRED VENTILATION: 654 SQ. IN. REQUIRED VENTILATION: 344 SQ. IN. REQUIRED VENTILATION: 55 SO. IN. REQUIRED VENTILATION: 55 SQ. IN. REQUIRED VENTILATION: 91 SQ- IN. REQUIRED VENTILATION: 43 SO. IN. PROPOSED VENTILATION: 800 SQ. IN. PROPOSED VENTILATION: 400 SQ. IN. PROPOSED VENTILATION: 100 SQ. IN. PROPOSED VENTILATION: 100 SQ. IN. PROPOSED VENTILATION: 100 SQ. IN. PROPOSED VENTILATION: 100 SQ. IN. VENT TYPE MFR: I QUAN: AREA: TOTAL: VENT TYPE MFR: I QUAN: AREA: TOTAL: VENT TYPE MFR: QUAN: AREA: TOTAL: VENT TYPE MFR: QUAN: AREA: TOTAL: VENT TYPE MFR: QUAN: AREA: TOTAL: VENT TYPE MFR: -FQ--U—AN-. AREA: TOTAL: LOWER 50% ATTIC SPACE: LOWER 500/6 ATTIC SPACE: ATTIC SPACE: ATTIC SPACE: LOWER 50% ATTIC SPACE: LOWER 50% ATTIC SPACE: ] O'HAGIN 74�O SQ. IN. 400 SQ. IN. O'IHAGIN 2 100 SQ. IN. 200 SQ. IN. 0' HAGIN 1 100 SO. IN. 100 SQ. IN. O'HAGIN 1 Fl oo SO. IN-F-—100 7M IN. 0' HAGIN 1 100 SO. IN. 1 00,,SQ. IN. O'HAGIN 1 100 SQ. IN- 100 SO. IN. UPPER 50% ATTIC SPACE: UPPER 50% ATTIC SPACE: O'HAGIN 4 100 SQ. IN. 400 SQ. IN. O'HAGIN 2 100 SO. IN. 200 SQ. IN. NOTE: ATTIC AREAS WHICH USE THE 1:30CI RATIO HAVE BEEN DESIGNED 80 THAT 50% OF THE REQUIRED VENTILATION AREA IS PROVIDED IN THE UPPER PORTION OF THE ATTIC SPACE AND 50% IN THE LOWER PORTION. R, 41� EL 1-01 Fl- f2 j oo (n Ld W W Lj in < cn cn E Lf I w JOB NO. 51041.00 R, 41� EL 1-01 Fl- f2 j oo (n Ld W W Lj in < cn cn E Lf I w JOB NO. 51041.00 cn cn E Lf I w JOB NO. 51041.00 JOB NO. 51041.00 PROJ. MGR. D.M. DRAWN BY &b. CHECKED BY SHEET TITLE SHEET ROOF PLAN A1.8 (3fOC'" G POO A5 METER F_ __ __ ) 220V A/C DISCONNECT, MIN. CLEAR Q L__J L—_J I TO PHOTOGEL� • //A\\ /< "P (Ab") !' + AM I i f 1 4 9 f " VERIFY #..�A LOCATION I � HALL � i 110 __L_ FL I CH `'ri AF01 I (+140) (+54") 0 • "� • IIEFR. FOR HOOD C M UIVING IL 11 C i it �><efl 1 - DWl D15P UNDER CABINET 64 FLUORESCENT DINI CRY---- • / VERIFY LOCATION 4 Main Floo TO PNOTOGELL '- r.-� AFu j � TO PHOTOGELL--- • �' .ter+ .r..:. .-..2 VERIFY •'`- --- • -'' . I -- LOCATION r"� �, L � �t FL AFG1 �__ - (+14") (+54") / • -� - _ R EFR. 01 FOR HOO IAA ..,J._}....._ t.,�= LIVING �• �I I \;C,►F1 1 1 1 Cam! PH DIN DISP CABINET FLUORESCENT P5 -� • VERIFY EN", � � . LOCATION TO PHOTOCELL PH t t AFGI A -01 t t AFGI i.., I M - ' VERIFY a I LOCATION �0F - t t . AF61 t i !t F TWV I I � •� I k j PH { / 1 # f •�, I del fl X - I; I UNDER DISP CABINET FLUORE5GEW � I VERIFY LOCATION I - kk k L_ _._, ...... __ — — __ — — — ..-..._._.._.._..-....— __j DOORBELUBUZZER TO BE INSTALLED MAX 48" ABOVE. F.F.L. REFER TO 5HT G.B.G. 1/#3. ELECTRICAL KEY [WTE a-i csYH (04.01-00 [e 51NG11 POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER ltcw NEATHERPROOF DUPLEX OUTLET P(:�GFI 6ROUND-FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET ARC -FAULT GIRCUIT-I AFCI 5EE ELECTRICAL MOTE #10. HALF-5HTGHED VWLEX OUTLET 0 SPECIAL PURPOSE OUTLETIJUNGTION BOX 4n: DUPLEX OUTLET IN FLOOR 220v, 220 VOLT OUTLET ® OVERHEAD DUPLEX Fd- - WALL 5WITCH THREE-WAY SWITCH �-4 FOUR-WAY SWITCH }- R RHEOSTAT SWITCH �- DIMMER 5W1TCH DM REINFORCED JUIICTION BOX -}- CEILING MOUNTED INGANDE50ENT LIGHT FIXTURE K - WALL MOUNTED INCANDESCENT LIGHT FIXTURE Irk FL RECE55ED FLUORESCENT LIGHT FIXTURE -- RECESSED 1NGANDE56ENT LIGHT FIXTURE - RECE55ED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE INGANDE5GENT LIGHT FIXTURE PG WITH PULL CHAIN TRACK LIGHT UNDER CABINET FLUORESCENT LIGHT FIXTURE E KALL CE 21-0"x4--0" FLUDRESGENT FIXTURE ABOVE CABINET FLUORESCENT LIGHT FIXTURE C2E�) MA5TER TECH SYSTEM HUB (,! EXHAUST FAN (VENT TO EXTERiOpz) - - EXHAUST FANlLIGHT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR?) ® CHIMES PS Pb>c IBUTTON SWITCH IIOV 94OKE DETECTOR, WI BATTERY BACIQF ND HEAT DETECTOR. THERMOSTAT 5PEAKER CENTRAL VACUUM ® TELEPHONE t-A TECH PLATE TELEV151ON ELECTRIC METER .. a-M ELECTRIC PANEL. CEILING FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH iNGANPE56ENT LIGHT FIXTURE (PROVIDE ADEMATE SUPPORT) t-- GAS SUPPLY {KITH VALVE LOOSE KEY GAS VALVE ..--..-�a HOSE BIBB WTH SHUTOFF i5 VV/ SHVTTOFF `-`•""•+� HOSE BIBB `"•"'"''�Gp4 114" WATER STUB OUT 06DO OUTLET FOR GARAGE DOOR OPENER ..01:j. DISCONNECT 5HTCH ELECTRICAL NOTES: I. Unless otherwise Indicated, Install switches, receptacles, etc. at the following heights dove finish floor: Outlets .................14" Telephone ...............14" Television .......... ...... 14" Outlets above bath corn" ... 40" Outlets above kitchen countertop, , 44" Switches ................48" Thermostat ..... .........58" Chimes ................. No 2. Field verify location of fixture v&re indicated. 3. Provide permanent electrical outlet 4 lighting fixture controlled by a switch located at attic access per 2001 Gallfornia Mechanical Code sec. clObD. 4. Per 2001 California Electrical Code sec. 210-1I(cX0, In addition to the nrmber of branch circuits required by other pets of this section, two or more 20-ampere small -appliance branch circuits shall be provided for all receptacle outlets specified by section 210 52(b). 5. One additional branch circuit shall be provided to supply the la x&q receptacle outlets per 2001 California Electrical Code sec. 210-I1(cM. 6. Per 2001 California Energy Code sec. I5CW1) and 150(k)(2), luminaries for general light" In kitchens shall have an efficacy of not less than 40 Imars per watt. T. Per 2001 California Electrical Code sec. 210-11(c)(3), in addition to the branch circuits required, at least one 20 amp branch circuit shall be provided to supply the bathroom receptacle outlet(s)• Such cirolts shall have no other outlets. See section 210--11(40 EXCEPTION for 20 ere circuit that supplies a single boUroom. 8• Per 2001 California Energy Code Sec. 150(k)(1) aid 15O(k)(2), each room containing a shower or bathtub shall have at least one luminare with lampQ with an efficacy of 40 limns per watt or greater. q. Clothes dryers, electric ranges, and other cooking appliances shall be Installed In accordance with 2001 California Electrical Code sec. 220-16 and 220-1q. 10. Per 2001 California Eler. al Code Sec. 210-12, provide arc -fault circuit Interrupter at all branch ciraavits that supply 125-Volt, single-phase,15 and 20 ampere receptacle outlets installed in dwelling unit bedrooms. coo (0 U c� O w " 0 0 a a f N U 0 W N o L i N 0 00 0 00 2 LU coo rwww ±� CY) m LLz s�• o U 0 .d va 0 i z --•-i 0 Q (L) x •0 w O3� 0 0 a 0 Cl) a 0 c U 0 Uj 0) u 0 0 a m 0 2 0 m 0 M IV N tR� N cn U.) > � V in rs�--- < p Sri Ul) to o Spa a LLJ 4 (L UW) JB NO. 51041Ao PROD. MGR. DM, DRAWN BY B. CHECKED BY SHEET 'nu Sim MAIN (TOOK UTILITY A1,9 a r. p ,.:. tiz . .,.. .... . .-, 4 ,. ------------------------- ----------- ------------------------- ---------------------------- ------------- -- ---------------------------- --------------- ------------ AF61 AFGI -------------------------------- ------------- --------------------- ------------- 6f I L ------ ------ - C� I.:. ------------ I -------------- i rT ------ AFGI j .......... ------------------- VERIFY - - ----- ---- N I'K. L0GATION PH ------------------ ------------- AFGI112, AFGI --- ----------------------- ----------------------------- ----- ------------------------ R ------------------------------------------------------- ----------- --------- 1000, TV ---- ----- ---- REF�Rr (+1411) (+54") -- - ------ ---- ------------ ---- ----- ---- ---------- PROVIDE. E55. 5EE AT . A 16 A(,L ELEGTRIOA•L NOTE #3. UNDER CAE31NET V: - --------- FLUORE5( ENT --------------------------------- �;� -------------- --------------------- ------ — ----- 0 PH iFC�F i 3 \ 5-=F U %11 li--: --- -- --- ----- ----------------------------- ON 015P VERIFY LOGATION ... ...... ...... ...... ..... .. ................ .......... ........... ------------- ------------------ I -------- --------- A--- ---------------- ---------- ------- -------------- 5( ALE: 1/4"= 1'-0" XFLU n- ............... * .......... .. ------- T-1 -------- I -- ---------------- ............... r1................ -- l ..... ...... ................ UNDER CABINET FLU10RE5GENT ...... ------ ------ .. ...... ...... ... .. ...... ...... ...... ..... ----- -------------------- ------ - ------------- --------------1-�-------------------------- ------------ --------------- ------------------ - ---------------------------------------------------------------------- I ---------- --------- ---------- -------------1-�:� -------------------------- ------------------------- iI ------ ------------------ r ------------- ..... . ..... ..... ....---&------------------ - --- . AFGI AFGI AFGI CFI 6FI 6FI ---------------------------------- t -- -------- AFGI-----------------.........6UTL5TAbABOVE ..... ------ FOR 1400 r 6FI: --------- --------- FL ---------- VERIFY AFGI F1 ------------ --VilGW T V 101, REFR I VERIFY LOGATION PR ------------------ --------- --- OVIDE N". - ----------- - .... ........ - ----------------- r., I I ----------------------- -TIG AGGE55. 5EE AT AT I --- ----- ------ --- ELEGTRIGAL NOTE #5. PH FP AFGI PH ---------- -- X AFGI @ AFGI AFGI ----------------------- ---------------------- - n ..... ..... ......................... ....... ......... ...... ..................... " 0 --------------- ------- ----------- ------- ------------------------------- ----------------- -------------- -------------------------- - --------- & ------------ ...... ------ -- ------------------------- ------------------ ------ ---------------- --------------- r kip •(+1419 (+54") ------------ ----------- ..... ...... .17 . ..... ........... 0- ........ ....... .... .... ... ..... ...... ..... ..... ..... ..... -- ----- ----- ---- ----- ----- ----- ---- ----- ------ TO PHOTOGR L FL ... .............. . ­4� ..... ..... ..... ----- --- ----- ---- ... ......... ............. .... . VERIFY ................ -- ----------------- N Ei LOGATIO ---------------------------- ---------------- ----------------------------------------------- -- --------------------------------- ------ ----- -------- ----------------------------------- ---------- X ... - ------ ........... N ............................... ........... ................................ ............. ------------- if ------------- - . . . . . . . . . . . . . . . . . ------ ...... . .................. ------------ ------- ------------------------------------ ---------- * ....... SNP/6FI Y. ----------------- P5 e I/qP (+b4 TO IDHOTOGELL ................... ; ... ..................... ............................. 4 ...... ---- ------------- --------- --------- -- . .............. . ................. i-� ----------------- ------------ -------------- -------------- ----------- - -- ........... ................... - -------------- PIN 12 15P DOORBELL/BUZZER TO BE INSTALLED MAX 4b" ABOVE. F.F.L. REFER TO 54T 6-5-6- 1/-#3- ELECTRICAL KEY (W"M-aE05'rM1 (04-01-OU 51146LE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET �(7n GROUND -FAULT CIRCUIT -INTERRUPTER ,DUPLEX OUTLET Vq ARC -FAULT riRruiT-INTERRUPTER. AFGI 5EE ELEOTRIGAL NOTE 410. HALF-5YqITGHED DUPLEX OUTLET 5PEGIAL PLJRP05E OUTLET/JUW,110N E30X DUPLEX OUTLET IN FLOOR 0220V 220 VOLT OUTLET OVERHEAD DUPLEX WALL 5YqI-TGH THREE-WAY 9AIT014 FOUR-WAY5PqITGH R RHE05TAT 5KITGH 9M DIMMER 5V4ITGH REINFORCED -lUNGTION BOX -0- GEILINO MOUNTED INGANDE5GENT 1-16,14T FIXTURE Kt HALL MOUNTED IN6ANDE56ENT LIGHT FIXTURE 0 FL REGE55ED FLUORE5GENT LIC7HT FIXTURE REGE55ED IW-,ANDE5GENT LIGHT FIXTURE REGE55ED ADJU5TABLE EYEBALL INCANDI55GENT LI6HT FIXTURE -(>PC INC,AN0E5GENT LIr7HT FIXTURE WITH PULL GRAIN TRAGK L16HT UNDER GA13INET FLUORE56ENT LIGHT FIXTURE WALL 56ONGE 2'-O"x4'-O" FLUORE5GENT FIXTURE ABOVE GANNET FLUORE5GENT L16HT FIXTURE MA5TER TEGH 5YSTEM HUB ExHAu5T FAN (VENT TO EXTERIOR) EXHAUST FAW-16NT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) PH GHIME5 PUSHBUTTON 5KITGH I IOV WOKE PETEGTOR, K/ BATTERY 5ACXW HEAT DETECTOR THERM05TAT SPEAKER CENTRAL VAGUUM TELEPHONE TEGH PLATE TELEV15ION ELEGTRIG METER ® ELECTRIC, PANEL GEILIN6.7 FAN (PROVIDE ADEQUATE SUPPORT) CEILING FAN WITH INGANDE5GENT L16HT FIXTURE , (PROVIDE ADEQUATE SUPPORT) 67A5 SUPPLY WITH VALVE L005E KEY (-;AS VALVE 1-105E 51513 IAITH5HUTOFF 1413 K/ 5HJ170FF -�s H05E 5155 1/4" WATER 5TU13 OUT OUTLET FOR 6ARA61E DOOR OPENER 015GONNEGT 5YqITGf4 ELECTRICAL NOTES: 1. Unless othery4se indicated, Install switches, receptacles, etc. at the following heights above finish floor: Outlets ................. 14" Telephone . . . . . I .... I .... 14" Television ............... 14" Outlets above both countertop ... 40" Outlets above kitchen countertop.. 44" 5AItchas ................ 48" Thermostat ..... . I ....... 58" GhiMe5 ................. &4" 2. Field verify location of fixture where Indicated. 3. Provide permanent electrical outlet lighting fixture controlled by a 5HItch located at attic access per 2001 Golifornio Mechanical Gode sec. c108.0. 4. Per 2001 Golil'ornio Electrical Gode sec. 210-11(c)(1), in addition to the number of branch circuits required by other parts of this section, two or more 20-ampere 15mall-appliance branch circuits shall be provided for all receptacle outlets Specified by section 210-52(b). 5. One additional branch circuit shall be provided to supply the laundry receptacle outlets per 2001 California Electrical Code Sec. 210-11(c)(2). ro Per 2001 Golil'ornio Energy Gode sec. 150(k)(1) and 150(k)(2), luminaries for general lighting in kitchens Shall have, an efficacy of not less than 40 lumens per watt. Per 2001 GaIll'ornia Electrical Code sec. 210-11(c)(3), In addition to the branch circuits required, of least one 20 amp branch circuit shall be provided to supply the bathroom receptacle outlet(s). Such circuits shall have no other outlets. 5ee. section 210-11(c)(3) EXGEPTION for 20-ampere circuit that applies a single, bathroom. 8. Per 2001 OollFornlo Energy Gode sec. 150(kXl) and 150(k)(2), each room containing a shower or bathtub shall have at least one luminare with lamp(5) with on efficacy of 40 lumens per watt or greater. q. Glothes dryers, electric ranges, and other cooking appliances shall be, installed in accordance with 2001 California Electrical Gode sec.. 220-16 and 220-1q. 10. Per 2001 Gollfornio Electrical Gode sec, 210-12, provide arc -Fault circuit Interrupter at all branch circuits that supply 125-Volt, 5ingle-phase, 15 and 20 ampere, receptacle outlets Installed In dwelling unit bedrooms, Cn r- 0 0 M a N 0 w 0 U) Uj N O� IN 0) 0 U) (0) ..Ne Or, < 0 00 CID w 93 CcDn co CO �yI>=U. z 0 rA C tiJ 0 -1-i 0 75 z z 0 I co CD x 4- 4- 0 CL ■ CD 43 Cr)■ 0 4-0 E CL E Uj■ ■ Uj C) M C) w CO Q " 00 Co en En C-4 I UJ 0 0 LO 0 _r_ LO U 0- rtt ;ZZ cU C) X w C) Cr) KOLR L0 W. NO JOB NO. 51041.00 PROJ. MGR. D.M. DRAWN BY B6. CHECKED BY SHEET TITLE SHEET UPPER FLXR UTILITY PLAN A1.10 (2) 14"xl8" 6ABLE END VE A Roof Plan �` 5GALE: 1/4"=1'-0" �a 1/4": FT SLOPE xroof 471_ni, oe 11 �_8�� 41_0ll 311_4" -------------------------- -- ,. ----------------- pil.4�AX \ v I is 1 "-- •---- -----• --------------------• r-------, .. I E I I � ( i i f . i/ I r r 4" F11! F fl VAR E5 VARIES %1N ....... •••...: N 2 2 2 ------------------------- 16'_2" 21_311 4`T'-O" M 'I 11I ND VENT RAKE psi SLAB PERIMETER k NOTES ff 181!Z [KOTE_51LAB1 (04-01-01) I. IMENBION PLAN IS FOR THIS PERIMETER D LA � � � � � DIMEN51ONAL INFORMATION ONLY. � 1 05 2. REFER TO GIVIL DRAWINGS FOR FINISH 5URFAGE ELEVATIONS. m 3. REFER TO 5TRUGTURAL ORMIN65 FOR HOLDDOWN5, FOOTING DETAILS, AND INFORMATION NOT 50OWN ON TH15 PLAN. 4. PLUMBIN6 FIXTURES, VENT LOCATIONS, ETC. ARE APPDXIMATE. CONTRACTOR TO VERIFY, GOUNT, AND LOCATE. 5. SLOPE ALL 5TOOP5 AND HARD56APE MATERIAL AWAY FROM BUILDING - TYP. 6. FLOOR OR LAND IN65 ARE REGU IRED ON EACH 51DE OF AN EXIT DOOR. THE L.ANDIN6 54ALL HAVE A LENGTH OF NOT LE55 THAN 5 FEET EXGEPT WHEN OPENING INTO THE STAIRS OF A SMOKE PROOF FNGLOSURE. THE FLOOR OR LANDING 5HALL NOT BE MORE T14AN 1/2" LOVER THAN THE THRE5HOLD OF THE DOOR. (CBGIUBG 1003.3.1.6) m ■ 5LAB PERIMETER LAYOUT KEYNOTES L IN r 1, V o ATTIC VENTILATION 0 � PROPOSED VENTILATION: 804 SQ_ IN. VENT TYPE MFR: I QUAN: AREA: TOTAL: LOWER 50% ATTIC SPACE: LOW DORMER 3T00 SO. IN. 300 SQ. IN. UPPER 50% ATTIC SPACE: GABLE END 4 126 SO. IN. 504 SQ. IN. NOTE: ATTIC AREAS WHICH USE THE 1:300 RATIO HAVE BEEN DESIGNED SO THAT 50% OF THE REQUIRED VENTILATION AREA U c U s Jr w> LL " d�ul 0c0 z v U ij !� ■ IS PROVIDED IN THE UPPER PORTION OF THE ATTIC SPACE AND C✓ 50% IN THE LOWER PORTION. 6ENERAL CONTRACTOR SHALL VERIFY THE NET FREE VENTILATION OF THE VENT PRODUCT 5ELEGTED A6AIN5T THOSE NOTED ABOVE. THE REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE INSULATION STOP 5UGH THAT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS REQUIRED BY THE BUILDING OFFICIAL. ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS BETWEEN THE ADJAGENT ATTIG5 IN THE ROOF 5HEATHI% (A5 ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC 5PAGES SHALL BE VENTED INDFPENDENTLY TO UBG/GBG JR GUIREMENT5 O u) 1 o U � Zz O �a d (1) x ro U c 0 O o ■ NOTE ON THE FOUNDATION PLAN(5): "PROVIDE TWO GOPIE5 OF A GOMPAGTION REPORT v REVI &ED, AGGEPTED AND STAMPED BY THE01 ARCHITECT OR STRUCTURAL ENGINEER OF ■ RECORD. THE: REPORTS ARE TO BE SUBMITTED TO AND AGGEPTED BY THE uj BUILDING SAFETY DIV1510N PRIOR TO GALLING FOR FOUNDATION INSPEGTION. E PLEASE TELEP1-TONE (114) 641-5866 FOR AN � APPOINTMENT WITH THE PLAN GHEGK o ENGINEER TO AGGEPT THE TWO GERTIFIED GOPII55 OF THE GOMPAGTION REPORT." NOTE ON THE FOUNDATION PLAN(5): "PRIOR TO GALLING FOR FOUNDATION INSPECTION, THE BUIL.DIN6 GORNER5 SHALL BE SURVEYED AND STAKED BY A CALIFORNIA LICENSED LAND SURVEYOR OR QUALIFIED GIVIL ENGINEER. THE 5URVEY AND 5TAKIN6 MUST BE DOCUMENTED AND BEAR THE STAMP AND 516NATURE OF THE PER50N RE5PON51 BLE FOR THE SURVEY AND 5TA'KIN6. THE CERTIFICATION DOCUMENT MU5T BE SUBMITTED TO THE BU ILO I N6 I N5PEGTOR AT THE TIME OF FOUNDATION INcGTION." THI5 5TRUGTURE SHALL MEET ALL APPLICABLE AGCE551BILITY REG2UIREMENT5. REFER TO 5PEGIFIG GOVERNING REGULATIONS FOR DETAILED INFORMATION BEYOND WHAT 15 5HOWN HERE. THE GIVIL ENG 1 NEER SHALL LOGATE THI 5 5TRUGTURE ON AN AGGE551BLE ROUTE INGLUDING ALL REQUIRED AGGE-551BLE PARKING, 51DEWALK5, CURB RAMP5, 516NA6E AND ALL OTHER PATH OF TRAVEL INFORMATION. JOB N 0. 51041.00 PROJ. MGR. D.M. ARAWN BY B.G. CHECKED BY GARAGES SHEET 1111-E SHEET ROOF PLAN 4 51M R RIMMR LAYD A1.1 1 5TUGG0 HRAPPE WING WALL SEE EXT ELEV5 m Main Floor Plan 5GALE: I/4"=I'-O" XFLR1 TO FHOTOGELL"*`, ,­­ ... ......... __ 1­ ................ ........ ....... ............... ---------- --------------------- ---------- ^­ --------------- ...................... ------------ 11*1--,--""",-",-l--*,-,-,*,",-,-"-*,-11-111*11*11,111*11"l*^"",""-,ll,","",'I ------------------- -------------------- * ---------- ........... ... ..... ... -------------- ... .... .... - --------------------------------------------- -------------------------------------------------------- ------------------------------------------------------- ---------------------------------------------------- ------------------------------------------------------- ............... ....................... 5 J41 VENT. �O Ek -- --------- j- ----------------- - . . . . . . . . . . . . ........ pqp s - ` _ E QV OV 220V . ..... .. ----- ------- --------------------- ---- --------------------- --------------------------------------- ------ --- ..... \ ---------- ------- ;;:.� - ---- ------ :�j: --------- ------ ------ ----- U.&� --- - --- ---------------- ------------ - ----------------------- ----------- -------------------------------------- -,L4 +84 --------- I -------------------- . . ... ..... ........... .......... --------- --------- ------------ ---------------------- ------- ............. --------------------- 6FI/+4211 DEDIGATEL? GIRGUIT FOR 5PRINKLER 5Y5TEM (SIDLE OUTLET) --- ----- ----- -- 5PRJK<LER TIMER BOX KRECEPTAGLE -- ----- ----- 6ROUNDIW-7 ELEGTRODE IN FOOTING c7DO GDO DOOR 5EN50R5 DOOR 5EN50R5 DOOR 5EN5OR5 - AND WIRING AND WIRING AND WIRING --------------- ------- -------------- ---------- ---- ------------­----- ....... ............... - — - — - — - — - — - — - — -- -------- (+84") . . . . . . . . . . . . )IVISION 5: BUILDING 5EGURITY REGULATIONS 5EG. &-210,SPEGIAL RE-51DENTIAL PROVISIONS. 4 MULTIPLE DWELLING GOMPLEXE5 WHERE A COMMON LAUNDRY 155UPPLIED, HE LAUNDRY ROOM'S AGGE-55 DOOR SHALL BE EQUIPPED WITH A WINDOW, SELF CLOSURE DEVIGE A05ELF LOGKIN65 DOOR LOCK WHICH GAN BE MANUALLY D15EN6A6150 ON THE INTERIOR. I&H1*IN6 SHALL BE MAINTAINED IN51DE THE LAUNDRY DURING HOURS OF PARKNE55. 01 -.,GO WRAPPED HALL EXT ELEV5 PROVIDE 2A IOBC, MINIMUM RATED FIRE EXTINW5HER5 TO BE LOCATED ON EACH LEVEL WITHIN '75 FEET OF TRAVEL 015TANCE FROM ALL AREAS. TRAVEL D15TANGE 15 30 FEET IN AREA5 HAVING FLAMMAAE3LE LIQUIDS. 5GALE: I/4"=I'-O" XFLR1 FIB VV 5F#JTOFf TEI EPHONE/ TELEVISION SERVICE BOX APPROVED El FGTROVE CONNECTOR R) 5ERVIGE PANEL/ Fl E( TRI C, METER (300 AMP) NOTE, SIZE SERVIGE PANEL PER BUILDERS 5MCIFIGATION5 AND LOGAL CODES A" ■ MAIN FLOOR NOTES INOTE-FLOOR] (12-15-00) A. REFER TO GENERAL NOTE SHEETS FOR PLAN GENERAL NOTES. B. REFER To 'F_N'!5HEF_T5 FOR GERTIFIGATE OF (,OMPLIANGE AND INSULATION VALUES. G. ALL DIAGONAL YqALL5 TO BE 45 DEGREES UNLESS NOTED OTHERWISE. D. WINDOW "HEAD" HEIGHTS: 15T FLOOR = 6-0", U.N.O. ON EXT. ELEVATION5 2NI? FLOOR = 6-8" U.N.O. ON EXT. El EVATION5 DOOR HEIGHTS A5 NOTED ON PLANS (ALIGN ADJACENT NINDOH, HEADER HEIGHT WITH DOOR HEADERS) PLAN KEY ISOTE5 [-I] FIE3ER62LA55 5HOYCR WITH INTEGRAL SURROUND 60" ABOVE EFAIN, 5HOYIER HEAD +18". CURTAIN ROD AT +60" 2 -1 F MOVIDE oucrLE55 EXHAUST 30 11 SLIDE -IN GAS RANGE H/ 50" HOOD, L16HT, EXHAUST FAN AND MICROWAVE ABOVE. VENT PER GENERAL NOTES SEGTION 07600- F3] TEMPERED SAFETY GLASS, PER GENERAL NOTES 5EGTION Obboo. F4] WARDROBE DOORS, 6-8" 416H. WIDTH A5 NOTED. PLYWOOD SHELF A5OVE YV DRYWALL OVER. HEIGHT AS NOTED. 5EE DETAIL 2/ APA ® STUB WALL, HEIGHT AS NOTED. PROVIDE 1/2 PLYWOOD BELOW DRYWALL IF OTHER THAN SOLID FRAMING. SEE DETAIL I/ ADA 05011 00" ATTIC, ACGESS. 5EE DETAIL 5/A9.4, FAU IN ATTIC ABOVE. PROVIDE UNO55TRU( TED PA95AC;EHAY WHICH 15 LARGE ENOUGH TO REMOVE TIE LAR&E5T PIECE OF EQUIPMENT. THIS STRUCTURE SHALL MEET ALL PROVIDE 30" NIGH x 50 " WIDE PASSAGEWAY APPLICABLE AGGE551BILITY REQUIREMENTS. WITH 24" HIDE PLYWOOD FLOORING V41TH REFER TO SPECIFIC GOVERNING RE6ULATION5 50 11 00" PLATFORM AT 5ERVIGE SIDE OF THE FOR DETAILED INFORMATION BEYOND EQUIPMENT. MAX. 20'-O" FROM AGGE55 POINT WHAT 15 5HOHN HERE. To FAU. VERIFY LOCATION Y41 IvEGHANIGAL DRAWINGS. THE CIVIL ENGINEER SHALL LOCATE TH15 INSTALL PER GENERAL NOTES SECTION 01600. 5TRUGTURE ON AN AGGE5515LE ROUTE t SECTION 15500. INGLUDIN6 ALL REQUIRED ACZE551BLE 140 GALLON HATER HEATER 516NA&E AND ALL OTHER PATH PARKIN6,51DEMLK5, CURB RAMPS, Fql SEE DETAIL b/AD.4 AND GENERAL OF TRAVEL INFORMATION. NOTES SECTION 15400. 5EGOND FLOOR HATER HEATER. PROVIDE DRAIN PAN, DRAIN TO EXTERIOR. 40 GALLON. SEE DETAIL NAPA AND GENERAL NOTES 5EGTION 15400. Fil]A/C CONDENSER ON 8 11 x 30" MIN PREGA5T GONGRETE PAD, 3" MINIMUM ABOVE GRADE. 12 GONGRfTE FILLED 5" STANDARD PIPE. LOCATE PER SLAB DIMENSIONAL PLAN. 5EE DETAIL 4/AD.4. FI-5] INTERIOR 5OFFIT5! FLAT TOP AT 1'-0" U.N.O. MAIN FLOOR FLAT TOP AT I'-(o" U.N.O. UPPER FLOOR - I- HOUR FIRE-RE515TIVE KALL (DWELLING 5EPARATION) I I- HOW FIRE-RE515TIVE WALL .... FOR I HOUR FIRE-RE515TIVE ...... FLOORJ( EILI* A55EMBLY AT ..... ]?EGK5 AND BALCONIES. ...... 1/ (EXTERIOR OVER EXTERIOR) '\\/ N ' FOR I- HOUR FIRE-RE515TIVE ........ 2 (..... FI_OMGEILIN6,4� BLY AT I?EGK5 AND BALGONIE5. .......... �Z --------- -�------ (EXTERIOR OVER IP41 FIRE EXflI*UI5HER. LOCATE CABINET HEIGHT 50 THAT EXTINGUISHER HANDLE WILL NOT BE GREATER THAN 48" ABOVE FIN15H 5URFAGE, A 1-1 E3 C, INTERIOR ELEVATION KEY SQUARE FOOTAGES GARAGE U-1 953 STORAGE U-1 I LAUNDRY 52 80 ( � F 10 FIBERGLASS BATHTUB W INTEGRAL SURROUND. oE35GuRED TEMPERED (5LA55 ENGLO5URE, ANODIZED ALUMINUM FRAME. WITH REINFORCED AREAS FOR FUTURE INSTALLATION OF GRAB 5AR5. SEE AGGE55115LITY REQUIREMENT SHEET. F,5 HATER GLOSET WITH REINFORCED AREAS FOR FUTURE INSTALLATION OF GRAB BAR5. SEE AGGE55IBLITY REQUIREMENT SHEET. 16 DOORWAYS SHALL HAVE AN 18" CLEAR 5PACE TO THE SIDE OF THE STRIKE EDGE OF THE DOOR ON THE 5HIN6 SIDE OF THE DOOR. SEE AGGE5515LIl-Y REQUIREMENT SHEET. [-17]15" MINIMUM AIDTH 5READE30ARD5. SEE AGGE-551BLITY REQUIREMENT SHEET. 18 ONE COMPLYING BATHROOM. SEE AGGE5515LITY REQUIREMENT SHEET. Fj-qj INSET WINDOW HEAD, JAMB, AND SILL IN 2X6 STUDS, SEE INSET WINDOW DETAILS P-31 +42" HIGH COUNTER WITH 2X6 Y4ALL BELOW. 5EE DETAIL 5/ ADA F2-1 PROVIDE 5GREENED LOUVERED LOW GOMBU5TION AIR VENTS. (141614 AND LOW MEN FAU 15 IN GARAGE) R22 GARAGE FIRE SEPARATION. GARAGE SEPARATION AT VERTICAL 5URFAGE5 54ALL BE PROTECTED WITH ONE (1) LAYER 518u TYPE 'X' GYPSUM BOARD PER U13G/65C, 5EGT. 302.4 AND TABLE 7-5 ITEM 17-13. GARAGE SEPARATION AT HORIZONTAL SURFACE AT 24" O.G. SHALL BE PROTECTED WITH TWO (2) LAYERS 518" TYPE X 6YP5UM BOARD PER UE3G/G5G TABLE 1-6 ITEM 21-1.1. 2-3 GARAGE DOOR SEPARATION. PROVIDE 50LID GORE DOOR OR APPROVED I-HR RATED DOOR hl 5ELF GLO5URE AND TIGHT FITTING. PER GBG 5EGTION -113. F2�4 AT 15T FLOOR UNIT: FAN COIL IN DROPPED CEILING. PER ME(HANIGAL DRAWINGS. 0 22 "x3o" ATTIC AGGE55. SEE DETAIL 3/ADA 2 -1 F FAGE FRAME GAE31NET. 5EE DETAIL 15/ ADA b 2--T] HANDRAIL5 SHALL EXTEND A MINIMUM OF 12 INGHE5 BEYOND THE TOP NOSING AND 12 INCHES, PLUS THE TREAD WIDTH, BEYOND THE BOTTOM N05ING. Rs IL it 0 a: CL LU W uj n �s z =1 ............ AF LAJ m ■ 0 W 0 OL N Fm 0) U) 0 a) 0 co J CC) ■ Lu co >=co LL Z ° b- %--.Woo 0 O .0 F_j 10 C) 15 Z Z 0 ty x 00 q) 0 ■ cr cn ca ■ w 4-0 cu cm) ■ z 10 C. E uj■ f2 as ■ cr) w O C) to " to C) V) EN CO cm Lo -cc m 0 52 Lo U) 0 uj4-0 Lo U 0 = Lo CL tfD x c W L C) JOB NO. 9041.00 PROJ. MGR. D.M. DRAWN BY B.G. CHECKED BY GARAGES SHEET TITLE SH EET MAIN FLOOR PLAN 4 UTILITY PLAN A 1 .12 �Q 63 TOG R0 ight Elevation 5GALE: I/4"=1'-O" xelev-1 a • i • 56ALE: I/4" = I'-O" xelev-1 SGALE: 1/4"=1'-D" U"jLjjU:AjLdWL"S' 5GALF: I/4"= I'-O" xelev-1 4 50FFIT I AD.3 AD-2 AD.2 2 AR.2 14 AD.2 8 AD.2 I� AD.2 M16 3 AD.3 AD.2 ...-5EE STRUCTURAL DRANINGS TO VERIFY TRU55 DIREGTION -�- PL TOG 5.1 5.1 GARAGE r E I I ' ------------------------- M A& 5GALE: 1/4"=1'-0" xelev-1 EXTERIOR ELEVATION NOTES [IoTE-ExTF1.Fvi (64--of-oo A. REFER -TO GENERAL NOTE 5HEET5 FOR TYPICAL REQUIREMENT5 AND, 5PFGIFIG DE56RIPTION OF MATERIALS. B. WINDOW "HEAD" HEI6HT5: -15T FLOOR = 6'-O" U.N.O. ON EXT. ELEVATIONS -2ND FLOOR = 6'-6" U.N.O. ON EXT. ELEVATIONS -L/UL^ HEIGHTS A5 NOTED ON PLANS. (ALIGN ADJACENT WINDOIA f IEADER HEIGHT KITH DOOR HEADER5.) G. EXTERIOR WALLS: -5TUGG0 PER GENERAL NOTE5, GORRO51ON RE515TANT WEEP 5GREED AT 5A5E. D. EXTERIOR 5OFFI T5 -5TUGG0 PER GENERAL NOTES F7,6-'5'-PROFILE OOFING: LA55 'A' FIRE -RETARDANT GONGRETE TILE5. CONCRETE TILE MONIER LIFETILE IGBO: ER-2656 5EE GENERAL NOTE5, SEGTION 0-020, ON 5HT GN--5 5EE ROOFIN6 DETAIL5 FOR FA5GIA5. L c 0 F. WINOOV+IS: o -VINYL WINDOVi5 PER GENERAL NOTES, DIVIDED m ■ LITE5 WHERE 5HOWN ON EXTERIOR L ELEVATI ON5. IN 0 - WQ _ 6. ENTRY DOORS: -RAISED PANEL PER GENERAL NOTES AND A5 w N 0 SELEGTED BY DEVELOPER. N • H• -DOOR AND WINDOW TRIM: v� STUGGO KRAPPED FOAM, 's WHERE 5HOWN. 5EE DETAILS. 0 d Y I. -GLASS "A" DECK) N6 "ENDURD GOAT" OVER � 0 PLYWOOD SUBSTRATE. 5EE DETAILS AND � 5EF GENERAL NOTE5, 5EGTION 01570 ON 5HT 6N-5. J w "� ELEVATION KEY NOTES - Q M u 5TUGGO REGE55: II ROU6H 51ZE AS NOTED. 5EE DETAIL 15/AD.3. (DECORATIVE WROUGHT IRON WHERE SHOWN) "C( ■ 2 5TUGGO 5HELF / LOA WALL: STUGGO OVER ELA5TONERIG FLASHING. 5EE - DETAIL II/A0.3. 0 U z 0 5LOPIN6 5URFAGE: coSTUGGO OVER ELA5TOMFRIG FLA50INCG. 5EE x d c 12/AD.3. 'r v ti-- o co 4] STUGGO OVER 2"x2" FOAM TRIM. U.N.O. �/♦ CJ F5 DEGORATIVE NROU614T IRON, 5EE DETAIL 13/AD.3. v U 591 GORRO51ON R.E515TANT ROOF TO WALL s U FLA5HI NG. 5EE ROOF DETAI L5 7/AD.I 4 WADI cn F --71 CORROSION RE515TMT 5GUPPER. SEE DEGK DETAIL 14/AD.I. ui a� TILE RECESS 5EE DETAIL I Q/AD.3. a v 51 DEGORATIVE V400D GORBEL, 5EE DETAIL 16/AD.1. i 10 ►O DEGORATI VE HOOD GORBEL. SEE DETAIL 17/AD. I . E° SECTION NOTESLU ■ PlOTE_SEGTIONS 10-28-02 N cu c A. BUILDING 5EGTION5 5HOM HERE DEPICT VOL" 5PAGE5 0 WITHIN TffE STRUCTURE. REFER TO STRUCTURAL DRAKIN65, � DETAIL5, AND GALGULATION5 BY OTHER5 FOR ALL STRUCTURAL INFORMATION. e ROOFING: (( PITCHED TILE ROOF AT 4:12 SLOPE U.N.O. 5EE ROOF PLAN, DETAILS, AND GENERAL NOTES. YSIOOD FLOORS: LU AT TYPICAL INTERIOR GONDITION5a co 0 2') FLOOR 5HEAT14IN6 OVER FLOOR JO15T. m o CD REFER TO 5TRUGTLPAL. DRAM N65. ;°' cD 00 (n N Ln GONGRETE 5LA85 / GUR135: , ¢ 3.1 5EE PERIMETER DIMENSIONAL_ PLAN. m �. REFS TO STRUCTURAL DRAWN N65. c � <4.0 v INSULATION: Lo o s 4.1 REFER TO T-24 REPORTS to U a YVITFf-IN THI5 5ET BY OTHERS. 5.1 FIRE PROTEGTION: HOUSE TO GARAGE FIRE SEPARATION. 6ARA6E/HOU5E 5EPARATi ON AT VERTI GAL 5URFAGE5 5ffALL BE PROTEGTED Y41TH ONE (1) cra LAYER 5/6" TYPE 'X' GYPSUM HOARD PER UBG/GW SECT. 302.4 AND QTABLE 1-6 ITEM SEPARATION AT HORIZONT21-1.1. 24" O.G. ATTAGHED TO TV40 (2) LAYER5 5/8" TYPOARD ; PER UBG/GBG TAKE 1-6 , a cf) � � No JOB NO. 5I041.00 PROJ. MGR. D.M. DRAWN BY 13.6. CHECKED BY GARAGES 0 - Gr = _ CABINET NOTES: usa [NOTE_INTERIOR5] (04-01-01) agg a h . KITGHEN CABINETS: = y -BASE CABINET: 24" DEEP / 36 HIGH GOUNTERTOP -4" HIGH TOE 5PAGE RIrGE55ED 4" AT EXP05E]? ENDS - mx UPPED: CABINETS: 12" DEEP U.N.O. / 42" HIGH. �p I 18" ABOVE GOUNTERTOP, 50" ABOVE COOK TOP. `� 121 I I CL MIRROR c" 0 °-3q"x66" REFRIGERATOR SPADE, U.N.O. I II �� 11 II ii II II II MIGRO 0-PANTRIE5 AND OVENS: 26" DEEP U.N.O. ----'--- Q 00 Q 00 Q o Q Q o KITGHEN GOUNTERTOP5: 4 v v _ _ _ L _ - - - -CERAMIC, TILE KITH b SPLASH AND ENDSPLAS++ I� �I MA5T21'RBATH D� 3b° HIGH G�.JNTERTOP DW DB . L LINEN -4" HIGH TOE 5PAGE RECESSED 4" AT EXPOSED EN05 RANGE REFR. WG LAV TUB �- Val 1N D D � g- 51 NK 5PAGE 5PAGE cl MASTER BATH 0OUNTERT0P5: 8 ' .}--� UNIT A �. I TG f�E N G � BATH 1 � AL L A 6 ARA � � LAUNDR%�r G -CERAMIC TILE V�IiTH SPLASH AND EN05PLA544 � � _ ry -MIRROR FIGHTS 48" ABOVE SPLASH SEGONDARY BATH PULLMAN GA5INET5: -21" DEEP / 32" HIGH GOUNTERTOP -4" H16H TOE 5PAGE RE6E55ED 4" AT EXPOSED EN95 y 0 5EGONDARY BATH GOUNTERTOPi 5: 4-GERAMIG TILE KITH 4" 5PLA5H AND EN05PLA5H -MIRROR I-B6HT5 42" ABOVE 5PLA514 N 0 w 0 c w N Q o` LAUNDRY GABINET5= � N ■ -24" DEEP / 3b" HIGH GOUNTERTOP MIRROR -4" HI6H TOE 5PAGE RECESSED 4" AT EXPOSED ENDS0) L w I I ° -UPPER GABINETS! 16" DEEP U.N.O. / BOTTOM AT +54" I— �� 11 1 ► 1 I I 1 I ABOVE FINISH FLOOR (VERIFY)U) a] MICRO LAUNDRY COUNTERTOPS: 0 < U --'-" GERAMIG TILE KITH 4" SPLASH AND EN05PI ASH � � y co� V CC) _ REFER TO THE,GBC A6GE55I8ILITY W "� SHEET I FOR ALL AGGE551BI LI TY — Cm c REGUIREMENT5 HERE. (,j_ co R.EFR. RANGE DBL. D1N TUB LAV W, LINEN LINEN z v SPACE 5PAGE SINK r o UNIT B K I TGHEN B G BATH E3 - T�- HALL A Q O ■ z J d U c T 4= q) v♦ 4- v © i ■ 0 vp Cf)- �U s tJ 1 1 0 _MIRROR II 1 II II II ° I MIGRO a� E Li L-i I - I I I 1 �\ �/ I I - I I I I I I ■ I v - REFR. RANGE DBL. 0H ViG LAV TUB LINEN LINEN v WAGE 5PAGE SINK ■ UNIT G K I TGHEN 1 G BATH 5 HALL A N cn 0 C cm C1, ++ N ao IIco rn iI MIRROR V'"L d- MICRO 0 U) r;. Q Q FIXED PANEL I ILo oFilk r s r DIi DBL. RANGE REFR. Y< LAV TUB WG BEYOND LINEN SINK 51AGE 5PAGE UNIT D KITCHEN G BATH D G HALL_ A � p4 c a 1I F1 MIRROR MIRROR I it ii I II I II MIGRO LLJI Lfcr)- his _ JOB N0. 5,1041.00 PROJ. MGR. D.M. �I DRAWN BY Ib. RASE yqG DBL. DVS PANTRY REK. TUB LAV LAV NB LIEN CHECKED BY SPACE SINK WAGE c 1 U N I T E Tom•. I TGHE N A B D MA5TE R BATH D BATH 1) HALL_ G SHEET TITLE SHEET INTEROR ILEVATIox5 T 1 , c I 2x4 BLOGK W/ 3/8" LAG 13OLT5, 5ET IN SEALANT MIN_ 3" PENETRATION INTO CORBEL. 5TUGGO Yq/ GORRO51ON R E-515TANT METAL LATH 0/ BUILDING PAPER bxq ROOD GORBEL, KEY FOR 5TUGG01 ALL 51DE5 APPLY 0/ ELA5TOMERIG in MEMBRANE 5Y2 op ELA5TOMERIG FLASHING PER GENERAL NOTES 5TUGGO WITH GORRO510N RE-515TANT METAL LATH BUILDING PAPER we]'� \4111" 3 GOAT 5T U(,CO E355 C) 51041_03 EXPOSED RE5 BEAM SEE FRAM Nr "' A AEG 6xQ WOop KEY FOR 5 APPLY O/ ELA5TOMEf MEMBRANE ELA5TOML GENERAL >` 5TUGGO WI R-515TANT BUILDING P 6" L 5" R5 1-1 STUCCO 5TC GOLLAR FLU DRIP E06E GOLLAR FLi VERIFY 5GUPPER 51ZE AS REQUIRED FOR OVERFLOW PER UBG 5EG 1506.3 SOLDER ALL JOINTS 5GALE: 1-1/2"=1'-0" 2X FRAMING, SEE FLOOR PLAN 5TUGGO WITH GORRO51ON RE515TANT METAL LAT BUILDING PAPER 0/ GOLLAR FLASHING STUCCO STOP 6"x6" CORROSION RE515TANT METAL SCUPPER. SET IN Mec.-nr . COLLAR FLA514iN6 0/ BUILDING PAPER STUCCO WITH CORROSION RESISTANT METAL LAT" GLA55 "A" DEGKING O/ PLYYVOOD 5HEAT-IINC?. INSTALL PER MANUFAGTIR'S REQUIREMENTS BUILDING PAPER SEE 511ZZTURAL DRA KINGS FOR FRAMING j�G y ,ILL PAN: (5EAL ALL PENETRATIONS INTO PAN) LAP 5UILDlN6 PAPER OVER SILL PAN AT WALL FLAN6E5 ry DOOR FRAME SET 114 PERIMETER SEALANT GORROSION RE515TANT THRE5HOLD GORRO51ON RESISTANT I-PIEGE METAL SILL PAN GLA55 "A" DEGKI N6 0/ PLYWOOD SHEATHING. INSTALL PER MANUFACTURER'S SLOPE REQUIREMENTS 1/411:1'-0" _. . CORROSION RE515TANT METAL "L" FLASHING 4" MIN 5EE 5TRUGTURAL DRAWIN 65 FOR FRAMING INFORMATION w -- nozir" mmu �AuwA � 3 GOAT STUCCO 555 O DECK_12-02 PROVIDED GLFARANGE BELOW ROOF 5HEATHN6 TO INSULATION STOP EQUAL TO OR GREATER THAN DIAMETER OF VENT HORS (5) 2" DIA 1/4" SCREENED VENT HOLES PER TR2U55 BAY. VERIFY FRIEZE BLOGK WITH 5TRUGTURAL DETAILS. LOGATE EVERY OTHER TRU55 BAY MIN. 5EE ROOF PLAN FOR LOCATION AND VENT GALGULATION. (INSULATION STOP 5HOWN MAY V, IN GON5TRUGTION TEGHNIQUE) PROVIDE INSULATION STOP SUCH NSULATION DOES NOT O55TRUGT FREE AREA MOVEMENT AS REQUI BY THE BUILDINGS OFFIGAL INTERIOR SUBFLOOR MIN. VERIFY W/ STRUCTURAL DRAWI N65 SCALE: 3" = l'-O" 2X BLOCKI N6 BETWEEN TRUSSES ";Qe Q Q I (3) GORROS ION RESISTANT 11 5GRNED VENT HOLE(9 S — EE(9 vtNTED FRIEZE 'LOOK 20 asp Q �rt_xl-o2 5GALE: I-I/2::_- I:_ O" 'T 3 GOAT 5TUGGO B58 O DEGK_12-10 2x FRAMING 5TUGGO WITf-I GORRO51ON RE515TANT METAL LATH BUILDING PAPER INTERIOR SUBFLOOR BUILDING PAPER 0/ ONE PIEGE GORRO510N RE515TANT METAL 5TUGGO 5GREED/BA5E FLASHING W/ NO WEEP HOLES GLA55 "A" DEGKING 0/ PLYWOOD 5HEATHIN6. INSTALL PER MANUFAGTURER'S SLOPE REQUIREMENTS 1/4".1'-0" 4" MIN 5EE 5TRUGTURAL DRAWINGS FOR FRAMING INFORMATION GK FLASHING 4" 3 GOAT 5TUGGO B55 @ DECK-I2-0I ADHERE FOAM TRIM 0/ BRRWNGOAT WITH GOLOR GOAT 5L4,__ ESL FINISH O/ GLA55 FIBER MESH PER MANUF. REQUIREMENTS. FO (SEE ELEV. FOR TRIM SIZE). ELA5TOMERIG FLASHING, 6" MIN LAP DOVN WALL FACE 2X FRAMING BUILDING PAPER DECK TO WALL FLA5HIN6 5EE DETA I I5 PLYWOOD CRICKET 0/ 501-I13 BACKING TO DIRECT WATER TO DEGK. SCUPPER/DRAIN (5EE PLAN FOR LOCATIONS) 5TUGGO WITH GORROSION RESISTANT METAL LATH GLA55 "A" DEGKING 0/ PLYYVOOD SHEATH INC. INSTALL PER MANUFACTURER'S REQUIREMENTS BUILDING PAPER SEE STR2UGTURAL DRAWINGS FOR FRAMIN6 INF TION &jwqb.Avww. 2 O EXTERIOR FINISH 0/ BUILDING PAPER o EXTERIOR FINISH 0/ BUILC)IN6 PAPER 0/ ---STUGCO s' GORRO5I0N RE515TANT FLASHING 0/ i I STOP m ELA5TOMERIC FLASHING I I I l 5L EXPOSED BEAM PER EXTENDED EO FRAMING PLANS OF SGUPPE b' EXPOSED BEAM W/ GOLLAR FLASHING AND DRIP. 5EE :DETAIL 12 ELA5TOMERIG FLASHING PER GENERAL NOTES EX-ff::RIOR FINISH 0/ BUILDING PAPER SCALE: I-I/2"= I :_O" BEAM TGON, N&L, D z Big 1355 DEGK_X5-0I FRAMED YVALL GORNER 2-PIECE CORROSION RESISTANT COUNTER FLASHING TURN. DOYVN EDGE OF FLASHING INTO SAWGUT AT BEAM ON ALL 4 5IDE5, SET IN SEALANT EXPOSED HOOD BEAM ► / LAP GOUNTER FLASHING MIN 2" OVER BASE FLASHING CORROSION RE515TANT BASE FLASHING 5GALE: 3"= I'-O" FRA14ED WALL CORNER. 2-PII=-GE GORRO51ON RESISTANT COUNTER FLASHING TURD DOWN EDGE OF CL FLAC5 HING INTO 5AWGUT AT pp BEAM ON ALL 4 51DE5, SET IN SEALANT m EXPOSED WOOD BEAM 4" MIN LAP GOUNTER FLASHING MIN 2" OVER BASE FLA5Hi NG GORROSION RESISTANT BASE FLASHING FLUSH GON ITION m%*N BEAM FLA5HIN6 3 GOAT 5TUCCO SCALE: 1-1/2"=1'-0" D55 O DECK_12-oq 555 d DEGK-X5-02 PROVIDE STARTER 5TRIP5 AND WIND GLIP5 A5 REQUIRED PER ROOF MATERIAL MANUFAGTURER REQUIREMENTS GEMENT GROUT FILL RIDGE TILE 2X NAILER PER MFR'S REQUIREMENTS 30# ROOFING UNDERLAYMENT OVER AND UNDER-. •: :1 2X NAILER M' GONG. Y TILE ROOF SHEATHING ROOF FRAMING PER FRAMING PLANS � 1�IDGE GAP �.1 058 Q ROOF_A-01 SECURE VALLEY FLASHING AT MAX. 24" O.G. W/ GLIPS FABRICATED OF 51MILAR OR COMPATIBLE MATERIAL. No PENETRATIONS THROU614 VALLEY FLA5HIN6. PROVIDE STARTER 5TRIP5 AND WIND GLIP5 A5 REQUIRED PER ROOF MATERIAL MANUFAGTURER REQUIREMENTS. "S" CONCRETE TILE GORRO51ON RE515TANT METAL VALLEY FLA5HIN6 WITt-I 1" 'V, CRIMP REQUIRED CLEARANCE PER ROOF MANUFACTURER REQUIREMENTS 2" MIN. •Ii � link 5GALE: 1-1/2"=1'-O" 'S' CONCRETE TILE 555 @ ROOF_XI-02 NO PENETRATIONS TO THE PAN FLASHING 5TUGGO W/ GORROSION RE515TANT METAL LATH BUILDING PAPER 2X BLOGKING GORRO51ON RESISTANT SHEET METAL BAGKIN6 m GORRO510N RESISTANT METAL "DIATO" FLASHING GORRO51ON RES15TANT METAL PAN FLASHING S' GONGRETE z ROOF TILES cv � SCALE: 5GALE: 1-1/2" ROOD SHEATHING � 30# ROOFIN6 8" U.H.O. UNDERLAYMENT P62 BY ROOF MRNUF. ROOFING MFR'S RECOMMENDATIONS Ko-71 �ROO�� TD �NALL�FLA5HIN6 �8 ® '5' GONGRETE TILE W/ 'DIATO' FLA5HIN6 5GALE: 1-1/2"=1'-O" E65 @ ROOFX I -o8 NO PENETRATIONS TO THE TOP FLASHING 5TUGG0 YV/ GORRO51ON RE515TANT METAL LATH BUILDING PAPER 2X6 BLOGKIN6 CORROSION RE515TANT SHEET METAL BAGKIN6 CORROSION RE515TANT METAL "DIATO" FLASHING GORR051ON RE515TANT METAL TOP FLA5HIN6 cV z MORTAR 'S' GONGRETE ROOF TILES n ROOF 5HEATHIN6 ~' 30# ROOFING UNDERLAYMENT PER ROOFING MFR'S RECOMMENDATIONS —� Rim Tu HALL FLA5HIN(7 5GALE: 1-1/2"= I'-O" 'S' CONCRETE TILE YV/ 'DIATO' FLASHING 55D (D ROOF_XI-10 5GALE: 1-1/2"=1'-0" Mrs"% MIN SCALE: SCALE: 1-1/2"=1'-O" ROOF TRUSSES SCALE: 1-1/2"=1'-O" 5EGURE ROOF TILES PER ROOF MANUFACTURER REQUIREMENTS ROOF SHEATHING 'S' GONGR2ETE ROOF(N6 TILES ROOFING UNDERLAYMENT 12 STARTER ROOF UNDERLAYMENT--.� GORRO51ON RE515TANT METAL BIRD STOP YV/ YAEEP HOLES GORRO510N RE515TANT METAL ED6E FLASHING IN/ DRIP GORRO51ON RE515TANT GUTTER,[ PER GENERAL NOTES 1 ' 2X3 RE5AWN FASG I A IX STARTER BOARD AT OVERHANG 3X6 RE5 RAFTER TAILS 2X FRIEZE BLOGK, VENTING 20 A5 OGGUR5. 5EE DETAIL 5TUGGO WITH CORROSION RE515TANT METAL LATH BUILDING PAPER --- v -•- "--I SECURE ROOF TILES PER ROOF MANUFACTURER REQUIREMENTS ROOF 5HEATHIN6 5' GONGRETE ROOFING TILE5 BLOCKING PER ROOFING MANUFAGTURER REQUIREMEN)RIP ROOFING UNDERLAYMENT, 2" MIN LAP 0/ 12" R A5TOMERIG FLASHING�� C (�y CORROSION RESISTANT METAL EDGE FLASHING W/ (IF REGOMMENDED BY ROOFING MANUFAGTURER.) 2X STUCCO STOP 0/ I 12" El ASTOMERIG FLASHING � '�" RESISTANT =I BUILDING PAPEf2 CABLE AND TRU55 OR BALLON FRAMED WkLL �TIGHT RAKE .., '5' GONG. TILES W/ 3 GOAT 5TUGGO 85H ROOF_11-II 5EGURE ROOF TILES PER ROOF MANUFACTURER REQUIREMENTS ROOF 5HEATHIN65 S' CONCRETE ROOFING TILE5 ROOFING UNDERLAYMENT 12" STARTER ROOF UNDERLAYMENT GORRO51ON RE515TANT METAL BIRD STOP YV/ YEEP HOLES � CORROSION RE515TANT METAL EDGE FLASHING YV/ DRIP GORRO51ON RE515TANT 6UTTER, i PER GENERAL NOTES 2X6 RE5AYVN FA5GIA 2X4 BACKING 0/ ELA5TOMERIG FLASHING STUCCO WITH CORROSION RESISTANT METAL LR"M BUILDING PAPER K 0 � �TlHT�E A1�E '5' GONG. TILES W/ 3 GOAT STUCCO 135B O ROoF_11-05 SEGURE ROOF TILES PER ROOF MANUFACTURER REQUIREMENTS ROOF 5HEATHIN6 GONTINUOU5 ANTI-PONDIN6 RIP STRIP '5' GONGRETE ROOFIN6 TILES ROOFING UNDERLAYMENT 12" STARTER ROOF UNDERLAYMENT CORROSION RE515TANT METAL BIRD STOP W/ YEEP MOLES CORROSION RE515TANT METAL 196E FLASHING YV/ DRIP I GORRO51ON RE515TANT 6UTTER, — PER GENERAL NOTES 2X3 RE5AWN FA5GIA 2X6 T4 6 AT OVERHANG 3X6 RES RAFTER TAI L5 DOUBLE 2X BLOCKING STUCCO KITH GORRO510N RE515TANT METAL LATH BUILDING PAPER o= W. Z 6:5 �d� �p �V y W uj Li 4 �s a c 0 +• 0 0 m ■ IN O wwo 'v WN 0 N ■ r 0 �► R 0cn 0 0 U c . < U. co z r N v° to ■ 0 Q 0 a v z a z oa d W x U c 4- w W o 4- o O n ■ 0 v� v U tJ ■ 0 c 0 v V) v c;. LU ■ 0 c Lu as ■ 0 co rn ++ N OCR (� co uj c ¢ v 1.n v o u c a w Lo J R a 0. KOM his JOB NO. 51041.00 PROJ. MGR. D.M. DRAWN BY R6. CHECKED BY SHEET TITLE SHEET DETAII.5 ADA 2X FRAMING INTERIOR FINISH STUGGO WITH GORRO510N RESISTANT METAL LATH BUILDING PAPER HEADER. SEE FRAMING PLANS BUILDING PAPER 0/ FLASHING MATERIAL SHIM 5PAGE SEAL FLA5HIN6 MATERIAL TO METAL FLASHING CORROSION RESISTANT METAL FLASHING WITH DRIP. (NOT REO'D WHEN DOOR IS PROTEGTED BY A 36" OVERHANG OR 50FFIT) STUGGO GROUND FLASHING MATERIAL UNDER STUGGO GROUND SEALANT / WEATHER5TRIPPIN6 DOOR FRAME BOOR (OUT-�Ni G) 1 3 GOAT STUGGO NO TRIM 555 Q PHI tLIx-Ou 2x FRAMING INTERIOR FIN15H STUGGO WITH CORROSION RE515TANT METAL LATH BUILDING PAPER BUILDING PAPER 0/ FLA5HI NG MATERIAL 5GALE: 3"= I'-011 3 GOAT STUGGO NO TRIM SCALE: 3" = I'-O" B55 Q TWIN-Ix-lo 411 ,/'�IELD VERIFY 2X FRAMING INTERIOR FINISH STUGGO INITH GORRO51ON RE515TANT METAL LATH BUILDIN6 PARR HEADER. SEE FRAMI N6 PLANS 5UILDIN6 PAPER 0/ FLASHING MATERIAL I SHIM 5PA( E 5EAL FLA5HIN6 MATERIAL I TO METAL FLA5HING I I GORRO51ON RE515TANT METAL I FLA5HIN6 WITH DRIP. (NOT REQ'D YNHEN DOOR 15 PROTEGTED BY A 36" OVI5RHAN6 OR SOFFIT) I I STUGGO GROUND I FLA5HIN6 MATERIAL UNDER STUGGO GROUND SEALANT DOOR FRAME z �1 )�OOR E�Ap��(�IN-5KIN6) 1 SCALE: 3"= I'-O" 3 GOAT STUGGO NO TRIM B58 Q r-NIN_IX-04 2x FRAW INTERIOR STUGGO N RE515TANI BUILDING f BUILDIN6 i FLA5HI NG 5TUGGO G FLASHING STUGGO 6 SEALANT DOOR PRI. DOOR JAMB FINISH .1- Y LI NI i (I IV �"'� ' MATERIAL (SEAL ALL PENETRATIONS +3/4" INTO PAN) GONG. LAP BUILDING PAPER OVER SLAB SILL PAN AT WALL FLAN6E5 1/2" DOOR FRAME 5ET IN51DE 5IL.L 00 DOOR FRAME 5ET IN PERIMETER SEALANT m GORRO51ON RESISTANT THRESHOLD e� Ml -i-EIp VERIFY MANUF. FOR PROFILES 2X F.G. REDWOOD SLEEPER.. +3/4" 5LANBG. 2:1 SLOPE MAX (ALT BID: VINYL 150 MEMBRANE) CORROSION RE515TANT THRESHOLD GONGRETE FLATAORK VERIFY MANUF. FOR PROFILES. PER LAN05GAPE. Ix FOUNDATION GRADE — — — — - 1/S11:FT SLOPE MAX REDWOOD SILL SUPPORT _ HARDAPE SLAB — NOTE: PROVIDE BITUMINOUS GOATIN6 ON ..5� PRE -MOULDED EXPANSION JOINT THRESHOLD FOR SEPARATION OF GORRO51ON RESISTANT I-PIEGE METAL ALUMINUM AND GONGRETE OR SILL PAN (PAINTED EXP05ED FACE OTHER APPROVED MEASURE TO TO MATCH STUGGO) ISOLATE/ PROTECT PER UBG 2004.3 PRE -MOULDED EXPAN510N JOINT PROVIDE BITUMINOUS GOATIN6 ON THRESHOLD FOR SEPARATION OF ALUMINUM AND CONCRETE OR OTHER APPROVED MEASURE TO I5QLATE./PROTEGT PER UE3G 2004.3 VOL011Z. THRE5HOLD VOL//tr:*.'. THRESHOLD 3 GOAT STUGGO NO TRIM 555 Q i=wIN-Ix-05 OUT -SWING DOOR 5GALE: 3"=1'-011 B55Q f:KN-IX-08 2X FRAMIN6 SEE PLAN 51UGG0 WITH GORR0510N RE515TANT METAL LATH-� BUILDING PAPER HEADER SEE FRAMING PLANS 2X BL.OGKIN CORROSION RESISTANT DRIP BREED BUILDING PAPER O/ FLASHING MRTERIAL 0/ NAILING FLANGE SEALANT BETI^EEN PLASNIN6 MATERIAL AND NAILING FLAN6 WINDOW FRAME NU CONTINUOUS SEALANT BEHIND FLANGE INTERIOR FINISH GE55EI? WINDOW HEAD 2X(o FRAMING STUGGO NTH GORR05101N RESISTANT METAL LATH 1 BUILDING7 PAPER I HEADER I SEE FRAMING PLANS I (2) 2x4 I Q BUILDING PAPER O/— FLA5HINo MATERIAL O/ -� z NAILING FLANGE CD SEALANT BETYEEN FLA5HIN& MATERIAL AND NAILING FLANGE VNINDOK FRAME Y41 GONTIN)OUS SEALANT BB41NO FLANGE INTERIOR FIN150 0 �1NS T �Yq ND OP BRAD 3 GOAT STUGGO NO TRIM 5GALE: 311=11.011 555 Q RNIN_IX-OI 2X FRAMING STUGGO NI TH RE515TANT ME BUILDING PAP 2X BL06KIN6 BUILDING PAP NAILIN6 FLAN FLASHING MA" SEALANT BETI FLASHING MA" NAILING FLAN( YNINDON FRAM SEALANT BEHII.,. I INTERIOR FIN15H WARR=#A6tV- 1y 5GALE: 3"=1'-0" 3 GOAT STUGGO NO TRIM 5GALE: 3"=1'-0" 555 Q RNIN_Ix-02 INTERIOR FIN15H AINDOW FRAME W/ GONTINUOU5 SEALANT BEHIND FLANGE NAILIN6 FLANGE 0/ FLA5HIN6 MATERIAL 0/ ELA5TOMERIG FLA5HIN6 SEALANT BETWEEN FLA5HIN6 MATERIAL AND NAILING FLANGE — ADHERE FOAM TRIM 0/ �_ > BRONNGOAT YNI TH I/4":I'-0". GOLOR GOAT FINISH 0/ 6LA55 FIBER MESH PER — — — — — — — MANUF. REQUIREMENTS. - r� . (5EE ELEV. FOR TRIM SIZE). ELASTOMERIG FLA5HIN6, LAP PER GENERAL NOTES. a PROVIDE SOLID 5AGKIN6 AT SIDE _ OF P(?T5HELF TO AGGEPT RETURN OF ELA5TOMERIC FLASHING EXTERIOR GRADE PLYYgOOD SLOPE TO DRAIN 2X FRAMING STUGGO WITH GORROSION RE515TAHT METAL LATH SEE PLAN BUILDING PAPER RECE-55EE) HINDO.W. 5ILL _ 1 1 H. G. AGGE551BLE 5GALE: 3"=1'-0" 555 Q r-NIN-IX-I-t \44L 3 GOAT 5TUGGO IN/ FOAM TRIM 5GALE: 3"=I'-O" 555 Q RNIN_I1-03 BLOGKOUT GURB BELOW FOR DOOR TRAGK. VERIFY W/ GARAGE DOOR MANUF. STUGGO YNITH 6ORR0510N RE515TANT METAL LATH BUILDING PAPER I 2X6 BLOCKING I I ------ --- , P05T. SEE FRAMING PLANS I BUILDIN6 PAPER 0/ FLASH N6 MATERIAL I GORRO51ON RE-515TANT "J" SGREEP i i YEATHER5EAL 5EGT1ONAL GARAGE DOOR HEADER ABOVE (5ARAc 00CAR. JAIL I 3 GOAT 5TUGGO NO TRIM 555 Q GAR_ IX-02 5GALE: 3::_ I I -Oil 3 GOAT STUGGO NO TRIM 550 Q IWIN-IX-OI 2Xb FRAMING BUILDING PAPER STUGGO WIT" GORRO51ON RE515TANT METAL LATH - (2) 2n4 14 &11LDIN6 PAPER 0/ NAILING FIAN6E 0/ � FLA5+tIN6 MATERIAL SEALANT BETPIEEN PLASHING MATERIAL AND NAILING FLANGE WINDO}N FRAME lW GONTINUOU5 SEALANT BEHIND FLANGE INTERIOR FIN15H �� INSET WINUDh! JAMB 3 GOAT 5TUGG0 NO TRIM - 550 Q IKN-IX-02 INTERIOR FINISH (2) 2x4 Y4I00Yi FRAME YV CONTINUOUS SEALANT BEHIND FLANGE NAILING FLANGE 0/ FLA5HIN6 MATERIAL 0/ ELA5TOMERIG FLA5HIN6 SEALANT BETYNEEN SL Cr-LA5HIN6 MATERIAL AND Q NAILIN6 FLANGE r- STUGGO WRAPPED ADHERED FOAM TRIM I (5EE ELEV. FOR TRIM 51ZE). I I I ELA5TOMERIG FLASHING, s' LAP PER GENERAL NOTES. 2Xb FRAMING STUGGO WITH GORR0510N RE515TANT METAL LATH . BUILDIN6 PAPER K07 �IW�ol" YI �O1�i5 IL L 3 GOAT 5TUGGO K/FOAM TRIM 555 Q ININ-II-05 INTERIOR FINISH NINDOW FRAME W/ CONTINUOUS SEALANT BEHIND FLANGE SEALANT BETWEEN FLA514IN6 MATERIAL AND NAILING FLANGE STUGGO YNITH GORRO51ON RE515TANT METAL. LATH BUILDING PAPER I BUILDING PAPER 0/ i I NAILIN6 FLANGE 0/ FLA5HI NG MATERIAL 5EALANT BETWEEN FLA5HIN6 MATERIAL AND NAILING FLANGE INTERIOR. FINISH 0 0 0I IN 00VPC>ST 3 GOAT STUGGO NO TRIM f50 Q FWIN-IX-12 2X FRAMING 5TUGGO WITH G0RR0510N RE515TANT METAL LATH BUILDIN6 PAPER HEADER. SEE FRAMIN6 PLANS = BUILDING PAPER 0/ FLASHING MATERIAL 0/ NAILING FLANGE SEALANT BETWEEN FLA5HIN6 MATERIAL AND NAILING FLANGE m N NDON FRAME YNl GONTINUOU5 5EALANT BEHIND FLANGE INTERIOR FINISH 20 _ REFER TO DETAI .4 FOR FLASHING AND BUILDING o PAPER IN5TALLATI REG2UIREMENT5. HINVON �"p-"oAD 5GALE: 3"=1'-O" 5GALE: 3"=1'-0" �til"cLC: J =1 —V 3 GOAT 5TUGGO NO TRIM $50 Q NJIN_ix-OI 2X FRAMING STUGGO WITH RE515TAHT M BUILDIN6 PAI BUILDIN6 PAI NAILING FLAT FLASHING M/ SEALANT 5E1 FLASHING W NAILING FLAP NINDoN FRA1 SEALANT BEf INTERIOR FIN,,. 20 REFER TO DETAI .4 FOR FLA5HIN6 AND BUILDING PAPER IN5TALLATIO REQUIREMENTS. q �IRO�0 �kq �J A�M �6 3 GOAT 5TUGGO NO TRIM 5550 FNIN_IX-02 INTERIOR FINISH WINDOW FRAME W/ GONTINUOU5 SEALANT BEHIND FLANGE 5E:ALANT BETWEEN FLA51-ZING MATERIAL AND NAILIN6 FLANGE SL NAILIN6 FLANGE 0/ FLA5HI NC? MATERIAL 0/ BUILDIN6 PAPER ADHERE FOAM TRIM 0/ BROWNGOAT WITH GOLOR GOAT FIN15H 0/ GLASS FIBER. MESH PER MANUF. REQUIREMIENT5 (SEE ELEV. FOR TRIM SIZE) STUGGO WITH GORR0510N RE515TAHT METAL LATH BUILDIN6 PAPER 2X FRAMING 20 REFER TO DETAI D.4 FOR FLA5HIN6 AND BUILDIN6 PAPER IN5TALLATIO REQUIREMENTS. Y41NOON 5ILL 3 GOAT 5TUCG0 FOAM TRIM EeB Q FNIN_II-03 INTERIOR FINISH WINDOW FRAME W/ GONTINUOU5 SEALANT BEHIND FLANGE SEALANT BETWEEN FLASHING MATERIAL AND NAILIN6 FLANGE NAILIN6 FLANGE 0/ FLA5HIN6 MATERIAL. 0/ BUILDING PAPER �c us STUGGO WITH G0`RR0510N RE515TANT METAL LATH BUILDING PAPER 2X FRAMING _ 20 REFER TO DETAI .4 FOR FLASHING AND BUILD PAPER INSTALLATION REQUIREMENT5. SCALE. 3"= I 1—O" 5GALE: 3"= I'-O" 5GALE: 3"= I'-O" SCALE: 5` 1'-0" u Z t �^ w 3 � P S t. 1 Yi 4b.,. a m= Lj W ;s '6 m V7 c — ry c 0 n 0 m IN 0 wwo 13 c w N L N 0ou 0 U) 0 U co U r w R tty <C� U. co = z LL � r to ■ C O N • v Z U z oa Q Q) X U) r U c {-- 0 © n ■ 0 a� a U v ■ 0 c a� E a u� ■ v C. 0 ■ N a� c 0 9) a� ui ■ 0 ro rn a ;+- co 0000 tJ co I a� Lo M 00 _ �- a ,- �� c � Lo v o inUa O w C w SEAL ALL PENETRATIONS. PROVIDE ELA5TOMERIG FLASHING PER GENERAL NOTES, AT ALL GONNEGTION5. FABRICATOR TO VERIFY CODE COMPLIANCE FOR ALL CONNECTORS AND ATTAGHMENTS. WROUGHT IRON WORK: PROVIDE 5HOP PRAYqIN65 FOR ARGHITEGT`5 APPROVAL. ATTAGH WROUGHT IRON TO WALL IN PRE -DRILLED HOLES, FILLED WITH MASTIG, THROUGH 5TUGGO TO SOLID BAGKIN& MOUNT OVER ELA5TOMERIG FLA5HIN6 THAT 15 LAPPED INTO 13UILDINC7PAPER. 2X FRAMIN6 SEE FLOOR PLAN STUGGO YV CORROSION RE515TANT METAL LATH BUILDING PAPER ELASTOMERIG , FLA5HIN6, PER GENERAL NOTES SEALANT DEGORATIVE N.I. RAIL5 SEE EXT ELEV. 3 x3"xl/4" THIGK STEEL PLATE SET IN MASTIG, BOLTED TO WALL I Xb 5PAGER 2X 50LIP f3LOGKIN6 BUILDING PAPER �. v I o RAIL ATTA HMENT 18 5 COAT STUGGO W VqROUC-7HT IRON SCALE: 3":=I'-O" SEAL ALL PENETRATIONS. PROVIDE ELA5TOMERIG FLASHING PER GENERAL NOTES AT ALL GONNEGTION5. FABRICATOR TO VERIFY GORE GOMPLIANCGE FOR ALL CONNECTORS AND ATTAGHMENT5, WROUGHT IRON WORK: PROVIDE SHOP PRMIN675 FOR AR6HITECT5 APPROVAL. ATTAGH ,WROUGHT IRON TO WALL IN PRE -DRILLED HOLF-5 FILLED WITH MASTIC,, THROU614 5TUGGO TO SOLID BACKIN6. MOUNT OVER ELA5TOMERIG FLA5HINC7 THAT 15 LAPPED INTO BUILDING PAPER. I" HALF DIA. ON 3" x 3 1/4" AN6LE HAMMERED ED6E — 3/5 x 5/4 50LID HAMMERED SCROLL .WINDOW AT FLUSH CONDITION YV ELA5TOMERIC, FLASHING LAPPED BEHIND 5EE IIETAIQ)--- M- ELA5TOMER1(, FLASHING:DECORATIVE LEAF LAP PER GIENER& NOTES, 5EE PTL14 5EYOW N.I. CONNECTION STUGGO WITH GORR0510N RE515TANT METAL LATH E-- BUILDING PAPER 1 -Z POTSHELF 3 GOAT STUGGO SCALE: 1-1/2"=I'-O" 1355 Q 510410-1 5EAL ALL PENETRATION5. PROVIDE ELA5TOMERIG FLA5HIN6 PER 6FNERAL NOTES AT ALL GONNEGTION5. FAE3RIGATOR TO VERIFY GORE GOMPLIANGrz FOR ALL GONNEGTORS AND ATTACHMENTS. HROU6HT IRON WORK: PROVIDE SHOP I?RMINC75 FOR ARGHITr=CT'5 APPROVAL. ATTAGH WOU61-IT IRON TO WALL IN PRE -DRILLED HOLES FILLED WITH MASTIG, THROUGH STUGGO TO SOLID BAGKIN6 MOUNT OVER ELASTOMERIG FLASH IN6 THAT 15 LAPPED INTO 5UILDIN6 PAPER. 3 112" x 112" x 1/4" DEGORATIVE LEAF PLATE 5TEEL BASE SET IN MASTIG. BOLTED IN KALL-. 5GUARE HEAD BOLT I , DEGORATIVE LEAF SCALE: 3"=I'-O" GABLE END TRU55 HANDRAILS SHALL NOT BE I E55 THAN 54" OR MORE THAN T4415 ]?W--PM 1U-ZTRATtn 5TI)GG0 WITH CORROSION Ve 13PEOFIG PEGa)Re"%T!5 )/2 eIV211 38" IN HEIGHT ABOVE THE STAIR N05IN6. OF 11E RALUM CODE AM 15 RE515TANT METAL LATH - HANDRAILS AN Ajp FOR MWtr7 HANDRAILS SHALL BE CONTINUOUS PER FL16HT OF 5TAIR5. USI&I AND co%TfW*nON. PL 4llX4"XII411 VV (4) HANDRAILS SHALL BE 1 1/2" CLEAR Of: ALL ADJAGENT 518 " D I A X 4" LA6 BOLTS + + FIN154 MATERIALS, AND ENDS, 5HALL RETURN TO WALL OR TERMINATE INTO DEGK BEAMS F-1 IN NEWEL POSTS, OR SAFE TERMINALS. (UBC 1005.3.3b) + + BUILDIN6 PAPER STAIR AND RAILING SUPPLIER IN5TALI E-R 5HALL 5AT15FY ALL INTERMEDIATE VERTICAL SUPPORT BASE PLATE BUILDIN6 DEPARTMENT APPROVAL REGUIREMENT5 FOR 'A (VERIFY Vil STRUCTURAL PRANIN65) > THE PROPUGT5 THEY PROVIDE OR INSTALL.5EAL ALL PENETRATIONS. PROVIDE ELASTOMERIG FLA5HIWv PER 6ENERAL NOTES 200 Ib5 0 Ob AT ALL GONNEOTION5. FABRIGATOR TO VERIFY GORE GOMPLIANCE FOR ALL BUILDING PAPER 0/ GUARDRAILS SHALL NOT DE ANY DIRECTION 7GONNEGTOR5 AND ATTACHMENTS. PLASHING MATERIAL 0/ 0-1 NAILING FLAN66E LESS THAN 42" IN HEIGHT. ANY LOGATIO WROUGHT IRON WORK: 00 o.01 PROVIDE SHOP DRAWINGS FOR ARCHITEGTS APPROVAL. OPEN RAIL5 SHALL HAVE INTERMEDIATE RAILS, 0 �1 10 1 1,11 - SEALANT BETWEEN AN ORNAMENTAL PATTERN SUG4 THAT A ATTACH WO"T IRON TO HALL IN PRE -DRILLED ED HOLES FILLED WITH MASTIC, FLASHING MATERIAL AND 4" PIAMETER!5PHERE CANNOT PA55 THROU6 . C) ''"HR6U6H 5TUG-60 TO!50LI1? 13AGKING. MOUNT OVER ELA5TOMERIG FLA5HIN6 NAILING FLANGE THE (51JARDRAIL CONSTRUCTION SHALL BE 4" SPHERE THAT 15 LAPPED INTO BUILDING , ING PAPER. ABLE TO RESIST A LOAD OF 20 LBS C) MAY NOT PAS GORRO51ON RE515TANT > PER LINEAL FOOT APPLIED N 1/11-1 THROUGH VENT YIITFf 5GREEN, HORIZONTALLY ALONG THE TOP RAI b" SPHERE 1/4"MESH THE TRIAN6ULAR OPENIN66 MAY NOT PAS AT STAIR TREAD, RISER, 4 THROUGH EE PETAI 18 AT RAIL ATTAGHMENT BOTTOM SHALL BE 5U(H THAT A 6" DIAMETER 11211 50. TOP AND E30TTOM FAIL, SPHERE GANNOT PA55 THROUGH. ROUHT IRON W I I mAD AT VENT 5EE 2001 6BLA.B.G. DOE HAMMERED THE HANDRAIL CONSTRUCTION SHALL BE SEC, 50q, 1005.5.5-2, It 3 GOAT STUCCO NO TRIM ABLE TO RESIST A LOAD OF 200 L55 APPLIED IN TABLE 16-B 50. SOLID V4ROU6lHT IRON 55B Q VENT-IX-01 ANYn1Q r-71/nId ATANY POINT ALONG THE TOP QA11 ERTIGAL tliAL-L-V9 I t--K!D. %Ij HANDRAIL/6UARPRAIL T 4" O.C. SEE EXT.'S —1,11 O Q IL A 1Q) SGALE: 1-1/2"=I'-O" 1/2" 50. VqR0UC-7HT` IRON -7 ir 1 's -4- 4- I-- = 555 Q 5TAip,-x6-01 RTIGAL SUPPORT AT MIDSPAV--q I QcL) GABLE END TRUSS OR ro'-O" O.G. MAX. 5EE DETAIL 111110. 5TUGGO WITH GORRO51ON RESISTANT METAL LATH 5TUG(.'#0 WITH CORROSION 2' CLASS "A" DEGKM 0/ PLYWOOD SHEATHING. INSTALL I 1 RE515TANT METAL LATH 5UIL[)IN6 PAPER PER MANUFACTURER'S REGUIREMENT5 I I BUILD I WOPAPER 5L METAL NOSING BUILDING PAPER 0/ CERAMIC TILE ELASTOMERIG FLASHING, NAILING FLANGE 0/ BONE) COAT o PER GENERAL NOTES FLA51-11%; MATERIAL SEALANT BETWEEN x 5TUGGO, NITH GORRO51ON FLASHING MATERIAL AND RE515TANT METAL LATH NAILING FLANGE 5L BUILDIN6 PAPER ADHERE FOAM TRIM 0/ 1 -L-u I -j SEE STRUGTURAL GORRO51ON RE51STANT BROViNGOAT WITH GOLOR COAT FIN15H 0/ DRAWINGS FOR FRAMING VENT WITH 5GREEN, 114" MESH GLAe6o F15ER MF-!514 PER INFORMATION MANUF. REGUIREMENT5. CORROSION RE515TANT 4 DRIP 5GREED T I L CGS 6VARDRA I L ME3 AT VENT. 5 COAT STUGGO I/V FOAM TRIM SCALE: \s'.. 555 @ 5104106 4,L ALL PENETRATIONS. PROVIDE ELASTOMERIG FLASHING PER GENERAL ELAt:*;TOMERIG FLASHING AT CL TE5 AT ALL CONNECTION5. FABRICATOR TO VERIFY (ODE ( OMPLIANGE FOR ADJOININ6 WALL. L CONNEGTOR5 AND ATTAGHMENT5. ATTACH WROUGHT IRON TO WALL IN A[?Hi:-:RE FOAM TRIM 0/ - - - - - - - - - - - - - - 7 PRE -DRILLED HOLES FILLED WITH MASTIG, BROVINGOAT WITH GOLOR GOAT THROUGH STUGGO TO SOLID BAGKINC7. 5TUGG0 WITH GORR0510N FIN19i 0/ 6LA55 FIBER MESH PER SLOPE SLOPE MOUNT OVER ELA5TOMERIG FLA5HIN6 RESISTANT METAL LATH MANI)F. REGVIREMENT5. THAT 15 LAPPED INTO BUILDING PAPER. (SEE ELEV. FOR TRIM SIZE). -Vol r-- BUILDING PAPER 5/4,1SOLID STOCK HAMMERED W.I. m t., 2X FRAMING N/ BE\/f:-:LED TOP A 5TUGGO REGE-55 5 /4" DIA. BEND BEYOND FLA5TOMETRIG FLA5HIN6, PER GENERAL NOTES, 3/16" ROUND 5TOGK ELASTOMERIG FLA54ING. 5L w AT INTER515-GTION COVER ENTIRE RECESS. LAP PER GENERAL NOTES STUCCO WITH GORR0510N DEGORATIVE LEAF RE515TANT METAL LATH SEE DETAIL rl 4- 2x f3LOGKIN6 BUILDING PAPER 2X FRAMING, SEE FLOOR PLAN Jv It WROUGHT IRON WORK: PROVIDE SHOP 5TUGGOt2�6E55 DRAWINGS FOR ARGHITEGTS APPROVAL. EA"'o �IERIOR LOPq KkL 15 5 GOAT 5TUGG0 5GALE; 1-1/2"-l'-O" 11 3 GOAT STUCCO SCALE: 3"-l'-O" 555 Q 5104105 CBS Q r::x1r_11--o1 A CHIMNEY SHOULD MAY VARY, A SEE EXT ELEV. 2X FRAMING, 2x FRAMING 5EE FLOOR PLAN STUGGO WITH GORRO51ON 5TUGC.O WITH G6RRO510N RESISTANT METAL LATH RE515TANT METAL LATH BUILDING PAPER BUILDIN6 PAPER 0/ G.R. METAL BA5E SIGREED ELASTOMERIG FLA5HlNk-*v' 0/ PLYWOOD. LAP PER GENERAL NOTES, PRESSURE TREATED SILL PLATE PROVIDE SOLID BAGKIN(v AT 51DE5 it TO ACCEPT RETURN ---1 OF ELASTOMERIG FLASHING GORRO51ON RE515TANT METAL f3A5E SCREED WITH WEEP HOLE5 PER CODE REQUIREMENT5 BRUSH GOAT STUGGO FIN15H BELOW 5GREED HARD 5URFACE AS OCCURS FIN15H GRADE I 5L ihT#722 1 111 Ali 4 01111111 kwiN, A GOAT sTurGo - NO TRIM 555 (D SGREEU-IX-01 SCALE. 3"=I'-O" ELA5TOMERI( , FLA5HIN6 AT ADJOININ6 N&L5 5TUGGO WITH GORR05I0N RE515TANT METAL LATfl SEE �1-00R lu P AN M aim= 3 GOAT STUGGO 5GALE: 1-1/2"=I'-O" 1355 Q 5 COAT STUGGO W A.I. RAIL 55B Q EXT-3X-03 5EE DETAIL AT ROOF (qX RES BEAM SEE FRAMING PLANS 1� (1) bxib RE5 FULL HE16HT STRUCTURAL P05T WI TH BASE. SEE FRAMING PLANS. SEALANT (TYP) KERF GUT P05T FOR GORR0510N RESISTANT METAL FLASHIWv 0/ ELA5TOMERIC, FLA5HIN6. (SEALANT IN KERF GUT) 2x4 RES TRIM, MITERED CORNERS KEY FOR STUGGO. 5TUGGO WRAPPED -5L ADHERED FOAM TRIM (ON EXTERIOR SIDE ONLY) ELA5TOMERIG FLASHING, IV MIN LAP 0/ 51DE-5 AND UP FULL HE16HT P05T (PER 6ENERAL NOTE5) 5TUGGO WITH GORRO51ON RE515TANT METAL LATH BUILDING PAPER q COLUMN SL 5GALE: 1-1/2"=I'-O" BUILDING PAPER 5TUC160 WITH GORRO51ON RE515TANT METAL LATH COAT STUGGO NO TRIM 555 @ VENT-IX-02 GORRO51ON RE515TANT VENT YqITf4 SCREEN, 1/411 MESH SEALANT BETAEEN FLASHING MATERIAL AND NAILING FLANGE NAILING FLAWOE 0/ FLA5HIN6 MATERIAL 0/ BUILDING PAPER 5TUGGO YqITH GG`RRO5I0N RF515TANT METAL LATH - BUILDING PAPER - GABLE END TRU55 51LL AT VENT 5 GOAT 5TUGGO E6B Q VENT -I X-05 ACORBEL 2x FRAMIN& "-- 5EE DETAIL 5TUGGO WITH GORRO51ON C D- j RE515TANT METAL LATH - BUILDING PAPER 5L 3 GOAT 5TUGGO 5GALE: 1-1/2"=I'-O" 55D Q 51041-Oq CORROSION RE515TANT DRIP 5GREED 50FFIT 3 COAT 5TL)rGO NO TRIM 550 9 Sof:F-Ix-ol 5GALE: 5"=I'-O" SCALE: 5"=I'-O" SHALE: o �1 SGALE. 1-1/2 It= 1'-0" 7, uj W;" in J, V uj uj w cn Lj zl� E 3 Ell � r 'T =D in U5 Lncn M N 0 U)WN 0 O. N It- 0) 010 (n d -y 0 a 0 co 3 cc) N w . < >= Cie) U. CC) Z �- v■ 0 z z 00 < x TIM co 0 ■ all oc E a ■ C. E Lu po- 0 ■ C) M C) cu -I,- CU:)*4 CC)c 's u� n V) LN I M V) c c ' 'd'- M 1%3- CF "- Lo 0 W 0 In -1-- Lo u 0- x w �I � o his JOB NO. 9041.00 PROJ. MCR. D.M. DRAWN BY R6. CHECKED BY SHEET TITLE I)EMI-5 A91 (v NOTES: SEGTION 1402.2 UNIFORM BUILDING GODS GALL5 FOR FLASH I N6 OF ALL EXTERIOR OPENI N65 EXP05ED TO VC-ATHER TO MAKE THEM WEATHERPROOF. TH15 15 OUR RECOMMENDED PROCEDURE FOR NINDON FLASHING IN 1NOOD FRAMED EXTERIOR NALL5 WHERE THE EXTERIOR NALL FINISH 15 APPLIED OVER BUILDING PAPER OR FELT. USE 1IM0I5TOP" FLA5HIN6 OR EGtUAL NHENEVER POSSIBLE FOR FLA5HIN6 MATERIAL. CAULK BACK OF .WINDOW FRAMES BEFORE 5ETTING. USE NINDONS: THAT ARE WATERTIGHT. LINE-W IRE, NHEN USE AS BAGK I NG TO SUPPORT BUILDING PAPER? BENEATH 1NIRE LATH FOR STUGGO, SHOULD BE INSTALLED AGGORDIN& TO INDUSTRY STANDARDS AND PRAGTIGE. NO ATTAGHMENT DEVIGE NOR THE NI RE BAGK I NC7 SHOULD GONER OR PENETRATE FLASH I NCB MATERIAL. PERIPHERAL FLA5H I NG AT ALL EDGE5 OF WALL OPENING MUST GONER THE WIRE BAGKINCG, H. R O W 5 IIII II Iiii 14" =ADER DU64ED-I N PENT NG NDON ROUGH LL LL STRIP ZAMI N6 ATTAGH SILL STRIP OF FLASHING MATERIAL AT LEAST 12" WIDE KITH THE TOP EDGE ALIGNED KITH THE TOP EDGE OF THE ROUGH SILL. EXTEND THIS SILL STRIP AT LEAST 14" BEYOND THE EDGE OF THE ROUGH OPENING FOR NINDON, 2" BEYOND THE JAMB STRIP. ATTAGH FLASHING KITH CORROSION RESISTANT NAILS OR RU5T-RE515TANT STAPLES. c1t HEADER JAMB STRIP cv AFTER SILL STRIP IS IN PLACE, ATTAGH JAMB STRIP AT LEAST 12" WIDE KITH INSIDE EDGE OF FLASHING ALIGNED NI TH EDGE OF NINDON OPEN I N6. 5TAR.T JAMB STRIPS 2" BELON THE SILL STRIP AND EXTEND JAMB STRIPS 12" ABOVE THE LONER EDGE OF THE HEADER, TOP OF NINDON OPENING. el EAD STRIP 7GE OF NOON FLANGE APPLY A CONTINUOUS BEAD OF SEALANT TO THE BACK SURFACE OF THE NINDON FLANGE. INSTALL AINDOW INTO ROACH OPENING OVER SILL AND JAMB FLA5HIN0 STRIPS PER MANUFAGTUR.ER'S REQUIREMENTS. APPLY GONTI NUOU5 BEAD OF SEALANT TO THE FACE OF THE NI NDONS TOP FLANGE. ATTACH THE HEAD FLASHI NC5 OVER THE NI NOON FLANGE. TH 1 S 15 ANOTHER STRIP 12" WIDE NI TH A 2" MINIMUM LAP BEYOND THE JAMB STRIPS. z cv 1 I GUT AVAAY L— — — — — — — — -' EXGE55 -1 F STARTING AT THE BOTTOM OF THE NALL (SOLE PLATE), LAY BUILDING PAPER UNDER THE S 1 L.L 5TR1 P. GUT ANAY ANY EXGE55 BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON EAGH SIDE OF THE OPENI NGa. APPLY 5UGCE5S I VE LINES OF BUILDING PAPER OVER JAMB AND HEAD FLAN6E5 , LAPPING EACH GOUR.SE. PAPER SHOULD RUN GONTINUOU5LY OVER. HEAD WITH NO SPLICES ABOVE WINDOW. 2p WINDOW FLA5HIN6 NTS CERAMIC, TILE OVER THIN 5ET MORTAR 3/4" PLYY4001? KITCHEN COUNTERTOP ELECTRI GAL RECEPTACLE MAY OCCUR 2X FRAMING GYP BD. SEE PLA BASE GABINET D5 TILE GOUNlERTOP, GERAMI G TILE B53Q INT_X4-05 2X FRAMING — 1/2" GYP BOARD 1/2" x 11/4" YVOOI FULL DEPTH 5HE! FACE FRAME GABINET ' WATER BEATER SHALL BE AWWOR.ED OR 5TRAPMI? TO RE515T HORIZONTAL 915PLAGEMENT DUE TO EARTHQUAKE MOTION. 5TRAPPIN6 5HALL BE AT P©INT5 WITHIN THE UPPER ONE-THIRD (1/3) AND LOVER ONE THIRD (1/3) OF ITS VERTICAL DINIEN51ON5. AT THE LOYYER POINT, A MINIMUM 121STANGE OF FOUR INGHE5 SHALL BE MAINTAINED ABOVE THE z GONTROL5 A TH THE 5TRAPPIN6 PER UPC. 5EGTION 510.5. PROVIDE 501-I1) BLOG046 AT CLUP WALL FOR 5TRAPPIN65 ATTACHMENT. EVATIOK PLATFORM MAY OCCUR. 5EE FLOOR PLAN .r1 5CALE: 1-1/2"=1'-0" 5EGTION 'A VERIFY THE SIZE OF WATER HEATER WITH THE NUMBER OF 5TRAP5 U6Q7 PER GENERAL NOTES D I V 151ON 15. HATER HEATER 5E15m IG ANIGHORA6E. N.T.S. 555 Q INT-XI-03 1 11/,,4°�7CAV! �P Y I/V" f`�IU�J 1/211xl" TRIM - 2X FRAMIN6 1/211, GYP. E30, LOW WALL LOW WALL 1^V NOOD GAP E 5H Q INT-x2-04 1 1/411 PLY 2X FRAM' FINISH FL: PLYWOOD SEAT E65 Q 51041_02 GCILIKb ,.KJ 2x 5LOGK 2x NAILER ADHERE I N! TO 6YP BF, Iipr:mDV! V 1 1 V_ 1 + .1 .a..{.. ATTIG AGGE55, SSB Q INT-A-05DY45 n , LV1 II &f ` `/VL..VI rI i �j $Ss Q FN0_x2-0lDN5 SCALE: 3"= I'-O" SGALE: 1-1/2"= I'-O" SGALE: 3"- I'-O" . STEEL PIPE SONG. SLAB c3=� v Ft �q CL �=moo LM �. m 4 � o 8Ld L - ry c 0 0 m ■ N o w 0 c WWN OC N . 0 U) 0 0 dU c i J Wco " M in LL co �- 03 Q � . �dO � C7 v Z z O' � x w q) CJ i ■ 0 v� v ca ■ 0 4-0 4) 0 ■ v CL �° ■ N O C O m a� uj - O ■ 0 m n ;w N m ap En N j) M Lo rh V � m - N t- o ,- O � �►` c � <Lo a Lu LO0 �-t x 0 c O iju -ccn Lo CL 1 DEEP GONG. JOB NO. 51041.00 )TING PROJ. MGR. D.M. DRAM BY B.G. CHECKED BY IN SHEET TITLE DETAILS SGALE: 1-1/2"= I'-O" —_ ROOF 5HEATHINC6: SEE 5TRUGTURAL DRAKN65. (1/2' MINIMUM) ROOF GEI LI NO INSULATION: (REFER TO GENERAL NOTES) 0 Roca TRU55E5: SEE 5TRUGTURAL DRAWINGS FOR SIZE AND 5PAGIN6. (24" O.G. MAXIMUM) (ROOF TRU55E5 PARALLEL TO WALL) 6YP5UM BOARD: 1/2" GYPSUM BOARD FOR ATTIC ATTIC DRAFT STOP. UBG/GBG 706.3.1.2. GONTINUE TO BOTTOM OF ROOF SHEATHING. 1/2" RESILIENT GHANNEL5 AT 16" O.G. 6YPHH BOARD: (VERIFY WITH FLOOR A55EMBLIE5) (2) LAYERS 1/2" TYPE 'X' 6YPSUM BOARD OVER RE�I LI ENT CHANNELS AT 16' O.G. ALL JOINTS AND PENETRATIONS FIRE TAPED. -- 6YPSI,IM BOARD: 5/8" TYPE 'X' MINIMUM 6YP5UM BOARD, ONE LAYER. (EAGH SIDE) ALL JOINTS AND PENETRATIONS FIRE TAPED. R-1 DWELLING WALL INSULATION: 3 1/2" GLAS5 FIBER (REFER TO GENERAL NOTES) 2X 5TU95 AT 16" O.G., MAXIMUM, 5TA66ERED, U.N.O. 6YP5UM BOARD: 5/8" TYPE 'X' MINIMUM 6YP5UM BOARD, ONE LAYER. (EAGH SIDE) ALL JOINTS AND PENETRATIONS FIRE TAPED. SILL PLATE: INSTALL PLATE ON SILL SEALER ON 3 OR MORE GONTINUOU5 GAULKIN6 5EAD5, 1/4" THIGK MINIMUM. 6YP5UM BOARD AT HALL: FILL 5PAGE BETWEFN FLOOR AND GYPSUM BOARD AIR T16HT WITH AGOU5TIGAL GAULKIN6. DO NOT PERMIT 6YP5UM BOARD TO TOUGH FLOOR. r I HOUR E I RE-RE515TI VE GON5TRUGTI ON 1355 Q 5104111 GLA55 'A'. LG.B.O. APPROVED YNATERPROOF DECKING WITH ELASTOMERIG BASE. (1/4" ENDURO - GOTE DEGKIN&) - 5/6" T 4 6 PLY1�00 SHEATHING WITH EXTERIOR GLUE NAIL AND GLUE PERPENDIGULAR TO J015T5 WITH JOINTS STAGGERED. (SEE STRUCTURAL DRAWINGS) EXTERIOR 2x8 (MIN) JOISTS AT 16" O.G. (MAX) 1/2" RESILIENT GHANNEL5 AT 16" O.G. 6YP5UM BOARD: (VERIFY WITH FLOOR A55EM5LIE5) (2) LAYERS 1/2" TYPE 'X' GYPSUM BOARD OVER RESILIENT 6HANNEL5 AT 16' D.G. ALL JOINTS AND PENETRATIONS FIRE TAPED. REFS LG.B.O. #4223 �' 2 1491 GBGNBG TABLE l-G, 13-1.2 HOUR FIRE RESISTIVE GONSTRUGTION FLOOR/b"EILIN6 A55EMBLY AT EXTERIOR DEGK 555 (D 51041_12 5GALE: 1-1/2" - I'-O" - ------------ — --------- 2X GEILING J015T NON -RATED SOFFIT BELOW A5 0GGUR5. PRE-DRYYdALLED RATED A55EMBLY ABOVE. FIRE5TOPPIN: MINERAL FIBER OR 6LA55 FIBER, BOTH VERTICAL AND HORIZONTAL AT 10'-0" O.G. MAXIMUM 5PAGING, PER GBGNBG 108.2. (I LAYER 5/8" TYPE 'X' 6YP BOARD, BOTH VERTICAL AND -1—r HORIZONTAL AT 10'-0" O.G. MAXIMUM 5PAGIN, PER GBGNBG 108.2.) MINIMUM 2-2X SOLID Yd04D FRAMING REQUIRED AT INTERSECTING WALL OR ADJACENT STAIR WHERE FIRE PROTEGTION / 1 V GYP. BOARD 15 INTERRUPTED. R-1 Dvf-L:L:IN:(7:] I I 1 1 TYPIGAL UNIT DYELLIN6 SEPARATION WALL A55EMBLY GONSTRUGTION: HOUR RATED WALL A55EMBLY: UL U 341 STG 51 TYPIGAL: AGOUSTIGAL GAULKIN& TO BE EQUAL OR GREATER FIRE RE515TIVE THAN THE A55EMBLY. MINIMUM 2X4 ,WOOD STUDS AT 16" O.G. MAXIMUM. 5/8' TYPE 'X' GYPSUM WALLBOARD APPLIED VER.TIGALLY OR HORIZONTALLY NAILED WITH bd GOOLER. OR WALLBOARD NAILS AT i" O.G. WITH END JOINTS ON NAILING MEMBERS. STAGGER JOINTS EACH SIDE. WVJR KkL IGq? - GBGNBG, TABLE 7-B, I1-1.3 (INT) \S�l- sEO Q IHR_10 SCALE: 1-1/2"= I'-O" HOUR. FIRE-RE515TI VE GONSTRUGTION GLAE6 W. I.G.B.O. APPROVED YVATERPROOF DECKING WITH ELA5TOMERIG BASE. (1/4" ENDURO - GOTE DEGKIN6)' 5/8" 'T 4 6 PLYWOOD SHEATHIN6 WITH EXTERIOR GLUE NAIL AND GLUE PERPENDIGULAR TO J015T5 WITH JOINI-5 5TA66ERE:D. (5EE 5TRUGTURAL DRAWINGS) EXTERIOR 2x8 (MIN) JOISTS AT 16" O.G. (MAX) EXTERIOR GEME:NT OR 6YP5UM PLASTER ON METAL LATH. LATH FASTENED WITH 1 1/2" BY NO. 11 GACE BY 1/16" HEAD BARBED SHANK ROOFING NAILc-') 5PAGED 5" ON GENTAR. PLASTER MIXED 1:2 FOR SCRATCH GOAT AND 1: 3 FOR BLOWN GOAT, BY Y+E IGHT, CEMENT TO SAND AGGREGATE. REF: I.G.B.O. #4223 1' Mq GBGNBG TABLE I-G,15-1.2 1 HOUR FIRE RESISTIVE GONSTRUGTION FL000rllVu**o*ElLlN6 A55EMB31.1"o _ AT EXTERIOR DECK SCALE: I-I/2"- I -O" B5B O It-IR_05 FLOORING- 3/4" 6YPGRETE FLOOR TOPP INC7 ON 5/4" T $ 6 FLOOR 5HEATHIN6 6LUED AND NAILED TO TJI J015T. SEE 5TRUGTURAt DRAWINGS FOR 51ZE AND 5PACINC7. FLOOR INSULATION: 3 1/2" 6LA55 FIBER (REFER TO GENERAL NOTE5) .; (2) 2X SLID BLOGKII FRAMIN6: TJI JOIST. SEE STRUCTURAL DRANI N6 FOR 51 ZE AND 5PAGI N6. RATED (FLOOR TRU55E5 FLOOR PERPENDIGULAR TO WALL) 1/2" RE51L IENT CHANNELS AT 16" O.G. GYPSUM BOARD: (VERIFY WITH FLOOR A55EMW I55) (2) LAYER.5 1/2' TYPE 'X' GYPSUM BOARD OVER RESILIENT GHANNEL5 AT I6" O.G. ALL JOINT5 AND PENETRATION FIRE TAPED. GYPSUM BOARD: 5/8" TYPE 'X' MINIMUM 6YP5UM BOARD, ONE LAYER. (EAGH SIDE) ALL JOINT5 AND PENETRATIONS FIRE TAPED. R-1 DY4ELLIN6 INALL INSULATION.- 5 1/2" GLA55 FIBER (REFER. TO 6ENERAL NOTE5) 2X 5TU05 AT 16' O.G., MAXIMUM, 5TAC-6ERED, U.N.O. GYPSUM BOARD: 5/8" TYPE 'X' MINIMUM 6YP5UM BOARD, ONE LAYER. (EACH 51DE) ALL JOINT5 AND PENETRATION FIRE TAPED. 51 LL PLATE: IN5TALL PLATE ON SILL SEALER ON 3 OR MORE GONTINUOU5 GAULKI% 5EAD5,1/4" THIGK MINIMUM. GYPSUM BOARD AT WALL: FILL 5PAGE BETNEEN FLOOR AND GYPSUM BOARD AIR TI6HT WITH AGOU511GAL GAULKING. DO NOT PERMIT 6YP5UM BOARD TO TOUCH FLOOR. — (PERPENDICULAR FRAMING TO WALL) Al TYPICAL UNIT / UNIT FLOOR / CEILING DWELLING 5EPARATION A55EMBLY GONSTRUGTION: HOUR RATED FLOOR/GEILIN6 ASSEMBLY NER 200 11 LG.B.O. 5453 .�-- FRAMING: TJI JOIST. SEE STRUCTURAL RATED pr DRAK N6 FOR SIZE AND SPAGI N6. FLOOR (FLOOR TRU55E5 PARALLEL TO WALL) �-2X NAILER ----------- — --------- 2X GEI LI N6 JOIST NON -RATED 50FFIT BELOW A5 OGGUR5. PRE-DRYWALLED RATED A55EMBLY ABOVE. FIRE5TOPPIN6: MINERAL FIBER OR 6LAS5 FIBER, BOTH VERTICAL AND HORIZONTAL AT 10'-0" O.G. MAXIMUM 5PAGIN6, PER GBGNBG 108.2. (I LAYER 5/8" TYPE 'X' 6YP BOARD, BOTH VERTICAL AND -1—r- HORIZONTAL AT 10'-0" O.G. MAXIMUM 5PAGIN6, PER GBGNBG 108.2a ,.-- MINIMUM 2-2X 50LID WOOD FRAMING REQUIRED AT INTER5EGTIN6 .� WALL OR ADJAGEN.T STAIR YfERE FIRE PROTECTION 15 INTERRUPTED. \IA GYP. BOARD R-I DWELLING HOUR FIRE-RE515TIVE GONSTRUGTION TJI J0I5T5 / RATED FLOOR 55B @ 51041_10 Im LJI (PARALLEL FRAMING TO VrALL) SCALE: TYPICAL FIRE PROTECTION NOTES 556 Q IHR-13 (ol oi-o�1 1. TIE ASSEMBLY DRAWIN65 ON TH15 SHEET ARE REPRESENTATIONS AND NOT ALL INGLU51 VE. IT 15 THE RE5PON515I L 1 TY OF THE GONTRAGTORS INVOLVED WITH THIS WORK TO BE FAMILIAR WITS+ THE INSTALLATION REQUIREMENTS FOR THE A55EMBLIE5 L15TED HERE. 2. WALL AND FLOOR/GEILIN6 ASSEMBLIES 5EPARATIN6 DWELLING UNITS FROM EAGH OTHER OR FROM PUBLIG SPAGES 5HAL.L HAVE A MINIMUM SOUND TRANSMISSION GLA55 (5TG) OF 50, FIELD TESTED 45, PER GBG/UBG 5EGTION APPENDIX 120b. FLOOR/6EILIN6 ASSEMBLIES SHALL ALSO HAVE A MINIMUM IMPAGT SOUND INSULATION GLA55 (I IG) OF 50. REFER TO TEST REPORTS LISTED FOR ALL ADDITIONAL INFORMATION OF FIRE AND SOUND ASSEMBLIES 5140WN. 3. TESTED "FIRE RATED" ASSEMBLIES MAY BE 51,155TITUTED BY THE BUILDER WITH OTHER EQUIVALENT TESTED "FIRE RATED A55EMBL I E5." SUBSTITUTIONS MUST BE APPROVED BY THE BUILDING OFFICIAL. GOPIE5 OF THE TEST REPORTS SHALL BE PROVIDED BY THE BUILDER TO T�E BUILDING OFFIGIAL AND THE ARGRTEGT PRIOR TO GONSTRUGTION. WQaw d .• uC ` f pZ EL � uj W z 1 - ce- ll 8 0 m cn Lu - ry 0 0 0 m ■ 0 w 0 c w v i ■ Lj.. N r 0 U) d ° 0cn j, c LVJ ■ J r- W to -.dam >= z LL c d Q �. � ■ tiJ Q O N v � v Z U s z 1 "r+ U x d U c } o o CL ■ 0 cp cm)■ a a� O L) v ■ v CL E Lu w 0 a� uj ■ c� 0 rn -�Co �N cpLn M V � m _ �- o ,- < v Lo 0 s �n 0 0- �-t all C t�L C w 2R(1) cnKOM 1� JOB N0. 51041.00 PROJ. MGR. D.M. DRAWN BY 9.6. CHECKED BY SHEET TITLE SHEET DETAI)_5 AD-5 TYPICAL FIREoW PROTECTION NOTES w: 555 IHR_13 1. THE A55EMBLY DRAWIN65 ON THI5 SHEET° w ARE REPRE5ENTATION5 AND NOT ALL k s INGLU51 VE. IT 15 THE RE5PON515I L I TY OF o a THE GONTRAGTORS INVOLVED WITH THIS & WORK TO BE FAMILIAR WITH THE INSTALLATION REQUIREMENTS FOR THE w RECOMMENDED AGOU5TI GAL- PLUMB I NO DE51 CAN A55EMBLIE5 L15TED HERE. -=Eno N PARTY FALL_ AND FLOORAGE I L- I NO A55EMBL I E5 2. WALL AND FLOOR/GEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM m (ALL PENETRATIONS OF FIRE -RATED ASSEMBLIES TO BE AS ALOVgFD BY THE G.B.( . AND BUILDING OFFICIAL) EACH OTHER OR FROM PUBLIG SPAGE5 Q SHALL HAVE A MINIMUM SOUND SUPPLY LINES TRANSMISSION GLASS (5TG) OF 50, FIELD TESTED 45, ALL HOT AND GOLD WATER PIPES MUST BE ISOLATED FROM THE OPENINGS IN THE GYPSUM WALLBOARD AROUND A FIXTURE FEED PER GBGIUBG SECTION APPENDIX 1208. m BUILDING FRAME BY 1/4 INCH THIGK GOLLAR5 OF FELT, CARPET OR LINE SHOULD BE GUT OVERSIZE TO AGOMODATE A 1/4 INCH FLOOR/GEILING ASSEMBLIES SHALL ALSO EQUIVALENT SOFT MATERIAL. PLASTIC ISOLATORS WITH A SOFT BEAD OF GAULKIN6 AROUND THE FEED LINE, THEREBY ISOLATING HAVE A MINIMUM IMPACT SOUND INSULATION GORE MATERIAL ARE PERMITTED. THE PIPE FROM THE FALL. GLA55 (116) OF 50, REFER TO TE5T � -T REPORTS L15TED FOR ALL ADDITIONAL w THE GAVITY SURROUNDING THE PIPES SHOULD BE FILLED WITH 665TELINE5 INFORMATION OF FIRE AND SOUND OPEN-FAGED FIBERGLASS (OR MINERAL WOOL), OR SPRAYED WITH A55EMBLIE5 SHOWN. AN ADHESIVE GELLULO5E PRODUCT (e.g. GELBAR, THERMAGON, ETC) PACK THE GAVITY OF PLA5TI6 TUBS AND SHOYqER5 WITH FIBERGLASS OR SPRAYED -ON MATERIAL AND BLOCK THE BOTTOM OF WATER PRE55URE 5HOULD DE GONTROLLED IN THE RANGE OF 35 TO THE TU55. 3. TESTED "FIRE RATED" 50 P51. ASSEMBLIES MAY BE SUBSTITUTED BY THE o FOR THE FLOOR-GEILING ASSEMBLIES, AND KN5TE LINES BUILDER WITH OTHER EQUIVALENT N WATER VELOGITY SHOULD NOT EXCEED 6 FT./SEG. IF SINGLE LEVER PENETRATIONS OF NON-GOMMON WALLS. KA6TE LINES ABOVE THE TESTED "FIRE RATED ASSEMBLIES," m FAUCET 5Y5TEM5 ARE USED. HOYVEVERR, THE GODS ALLOWS 15' SLAB PREFERABLY SHOULD BE CAST IRON. IF ADS 15 U5ED, THE SUBSTITUTIONS MUST BE APPROVED BY THE ■ PER SECOND WHICH 15 AGGEPTABLE IF NON-51NGLE FAUCET SPACE SURROUNDING T14E PIPE MUST BE FILLED WITH FIBERGLASS BUILDING OFFICIAL. GOPI E5 OF THE TEST L SYSTEMS ARE USED. OR13 EQUIVALENT MATERIAL AND THE PIPE MU5T BE YVRAPPEED KITH REPORTS SHALL BE PROVIDED BY THE r o PIPE WRAP. THE ELBOW BELOW Tf`IE STOOL WASTE BUILDER TO THE BUILDING OFFIGIAL w 0 WALL.. INSULATION: SHOYER. HEAD WATER FLOW RESTRIGTOR5 MUST BE USED TO LIMIT OUTLET SHOULD BE ISOLATED FROM THE POSITION BLOCKS WITF+ AND THE AF2G�{ITEGT P1210R TO 3 1/2" GLA55 FIBER �'' T14E FLOW TO LE55 T14AN 3 GAL./MIN. GAR.PET PADDING OR A FELT MATERIAL. THE ENTIRE SPAGE CONSTRUCTION. 0 (REFER TO GENERAL NOTES) AROUND THE ELBOW MUST DE FILLED WITH FIDER6LA55 OR N GYPSUM BOARD: EQUIVALENT MATERIAL. 5/8" TYPE 'X' MINIMUM 6YF)5UM BOARD, ONE LAYER Q (EACH 51DE) ` /// ALL .JOINTS AND PENETRATIONS17 00 ■ FIRE TAPED. ~~ J �... L w GYPSUM 50ARD: Cy) cn 00 5/5" TYKE 'X' MINIMUM o a U. GYP_5UM BOARD, ONE LAYER z d- — r c, GAS B-VENT < PROVIDE APPROVED FIRE STOP o o 0 Q MATERIAL AT ALL MEMBRANE - cn v PENETRATIONS PER 2001 GBG 10g.6.3 Z O z (PROVIDE FIRE BLOGKING J A5 REQUIRED, GBG/UBG SEGT. 108 PLAN VIEW AS IT APPLIES AT VENT x PENETRATION AT GEILING t•' .0 AND FLOOR LEVELS) �.. I N5ULAT I ON AND GAULKIN6 OF WARTY .WALLS 2X 5*N05 AT 16" O.G., ` MAXIMUM, 5TAG6ERED. U.N.D. ,.rE WALL SILL PLATES ELEGTRIGAL 0 T PRIOR TO 5EZTING THE WALL PLATES INTO P051TON, THREE (3) GAULK THE OPENING AROUND ALL ELEGTRIGAL AND OTHER 5ERVIGEo�� AT CONTINUOUS BEADS OF GAULKIN6 SHOULD BE LAID TO PROVIDE A OUTLET BOXES IN T14E PARTY WALL SO THAT THE BOXE5 ARE AIRTIGHT f3-5EAL BETWEEN THE FLOORING AND LOWER PLATE. How KAU5 • USE NON -HARDENING CAULK TO COVER THE OUTSIDE SURFACE • AGOUSTIGAL SEALANT SHALL BE NON -SKINNING, NON -HARDENING OF THE ELEGTRIGAL 50XE5 AT THE TIME OF ROUGH IN, ��_ 1: FLEXIBLE SEALANT SPEGIFIGALLY DESIGNED FOR 5EALING GYPSUM AT INTERIOR Y'�ALL SCALE: I-I/2 -I -O •SHEET CAULKING FOR ..�JNGTION BOXES: "FIRESTOP PUPPY PADS." 555 p if fR_2i WALLBOARD, (A5TM Gglg). 5EAL.ANT SHALL BE GAPABLE OF 5PANNIN6 I/2" WITH BY 318" DEEP GAPS. • USE SHEET GAULKIN6 TO SEAL THE BAGK AND SIDES OF ALL JUNGTION WALL INSULATION: 3 I/2" GLASS FIBER (REFER TO GENERAL NOTES) U5E AGOU5TIGAL SEALANT TO FORM AN AIRTIGHT SEAL AT ALL BOXE5 (4 GANG AND SMALLER) REGE55ED IN SOUND RATED PARTITIONS. �° PENETRATIONS AND PERIMETER OF SOUND RATED PARTITIONS, FLOOR5, PAPER BOND EDGE AND CEILINGS. COMPLY WITH SECTION Og250, GYPSUM BOARD, FLEXIBLE 5EALANT = 'll USE BAGKER ROD MERE GAP5 TO BE SEALED EXCEED 3/5 . C. TUB FLANGE UP WALL PER MANUFAGTURER 2X 5LOGKIN6 FOR TUB SUPPORT 2X STUDS AT 16" Q.G., MAXIMUM, STAGGERED, U.N.O. .. APPLY ACOUSTICAL SEALANT AS A GONTINUC5 BEAD ALONG GYPSUM BOARD FAGE LAYER AT ALL HEAD AND SILL GONDITION5 OF SOUND RATED PARTITIONS AND AROUND THE PERIMETER OF -r' RESILIENT CEILINGS. APPLY EXPANDING FOAM SEALANT WHERE DETAILED AND WHERE MULTIPLE IPLE P I PE5 OR GONDU I T5 PENETRATE SOUND a r,r RATED GONSTRUGTION. o hr✓ GAULKIN6 STEPS: TUB, SEE FLOORFLOORPLAN -. .. hfr-r rr`' . Floor /Ceiling Section 5idewall / 51dewall Section GYPSUM BOARD: :- 518" TYPE 'X' MINIMUM 6YP5UM BOARD, ONE LAYER. (EACH �.')IDS uj GONTINUE BEHIND TUB. .f,N APPLY GYP. BD. STEP I APPLY GYP. BO. ALL JOINTS AND PENETRATIONS FIRE TAPED. 7 TO CLG. TO PARTY WALL c, 51 H PLATE: ` 1` ccv aco '- BUTT AGAINST BUTT AGAINST STUD ON U, INSTALL PLATE ON SILL SEALER ON 3 OR MORE TOP PLATE AT LEFT OR RIGHT SIDE - Ln '�d. CONTINUOUS CAULKING BEADS, I/4" THICK MINIMUM. � �� --' PARTY WALL `r- LEAVE AS SMALL o o GYPSUM 50ARD AT WALL: FILL SPAGE BETWEEN FLOOR AND GYPSUM BOARD A GAP AS POSSIBLE AIR TIGHT WITH AGOUSTIGAL GAULKIN6. ON OPPOSITE SIDE Lo n o DO NOT PERMIT GYPSUM BOARD TO TOUGH FLOOR. - I �HOUR KALL AT INTERIOR WALL AT TUB/SHOYNER. SCALE: I-I/2"-I:_ O,: • APPLY GYP. BD. STEP 2TO PARTY WALL t� e50 Q Tt5—c3 • BUTT AGAINST • APPLY GYP. BD. , GEILING AT 5IDFKk15 - • APPLY GYP. BD. • BUTT AGAIN5T TO WARTY WALL PARTY WALL LEAVE AS SMALL A GAP A5 P05515LF AT FLOOR 0 x c • APPLY GAULK AT STEP 3 PERIMETER YVI TH GONTI NUOUS BEAD 0 APPLY CAULK AT • FILL IN ALL GAPS _ PERIMETER WITHom AND GRAGK5 GONTIN IJOU5 BEAD • FILL IN ALL GAPS LO ®� AND GRAGK5 JOB NO. 5041.00 PROJ. MGR. D.M. DRAWN BY M. CHECKED BY ICY 1 SHEET TITLE SHEET KkUGEm"ILINNPENETRATION GAULKINC-6 oETalLs � NTS i �B © Ii�_15 AD-6 0 UNIT A EXTERIOR HARDWARE QTY. DESCRIPTION LOCATION 5GHLA6E BU60 DEADBOLT TITAN l80 OR EOUIVALENT MAIN ENTRY FIOF ACC, - 613 X 605 ENTRY 2 431I - 4 X 4 DEADBOLT DOOR CLOSERS DVI80 DEGREE X AB KEYLOGK DOOR VIEWERS 5GHLA6E BGI60 DEADBOLT TITAN 180 OR EQUIVALENT EXT. HATER HEATER INTERIOR HARDWARE QTY. DESCRIPTION LOCATION 2 JIO DOV X 605 PA55A6E J40 DOV - 605 x 650 PRIVACY 3 JF513 x 3 - 4" FLEX STOPS JF513 x 22 - 4" FLEX STOPS UNIT D EXTERIOR HARDNARE QTY. DESCRIPTION LOCATION 5GHLA6E BGI60 DEADBOLT TITAN IbO OR EQUIVALENT MAIN ENTRY FIOF AGG - 613 X 605 ENTRY 2 4311- 4 ;K 4 DEADBOLT DOOR CLOSERS DVI80 DEGREE X AB KEYLOGK DOOR VIEWERS SGHLA6E BGI60 DEADBOLT TITAN 180 OR EQUIVALENT EXT. HATER HEATER INTERIOR HARDWARE QTY. DESCRIPTION LOCATION 2 JIO DOV X 605 PA55A6E J40 DOV - 605 x 630 PRIVACY 3 JF513 x 3 - 4" FLEX STOPS JF513 x 22 - 4" FLEX STOPS 0 Ie\ UNIT B EXTERIOR HARDWARE QTY. DESCRIPTION LOCATION SGHLA6E BU60 DEADBOLT TITAN l80 OR EQUIVALENT MAIN ENTRY FIOF AC.,,G - 613 X 605 ENTRY 2 4311 - 4 X 4 DEADBOLT DOOR CLOSERS DVI80 DEGREE X AB KEYLOGK DOOR VIEWERS 5GHLA6E BGI60 DEADBOLT TITAN IbO OR EQUIVALENT EXT. WATER HEATER INTERIOR HARDWARE QTY. DESCRIPTION LOCATION JIO DOV X 605 PASSAGE J40 DOV - 605 x 650 PRIVACY 2 1110 DOV X 605 DUMMY HIP 2 RG 88 - 3 ROLLER CATCH 4 JF513 X 3 - 4" FLEX STOPS JF513 X 22 - 411 FLEX STOPS UNIT E EXTERIOR HARDWARE QTY. DESCRIPTION LOCATION I 5GHLA6E BGI60 DEADBOLT TITAN l80 OR EQUIVALENT MAIN ENTRY I FIOF AGG - 613 X 605 ENTRY 5GHLA6E BGI60 DEADBOLT� TITAN l80 OR EGUIVALENT FRENCH DOORS J54 DOV - 609 X 605 KEYLOGK FRENCH DOORS 2 4311- 4 X 4 DEADBOLT DOOR CLOSERS DVI80 DEGREE X AB KEYLOGK DOOR VIEWERS 5CHLAO- E BGI60 DEADBOLT TITAN 180 OR EQUIVALENT XT. HATER HEATER INTERIOR HARDWARE QTY. DESCRIPTION LOCATION JIO DOV X 605 PA55A6E JIO DOV X 650 PASSAGE 2 J40 DOV - 605 x 630 PRIVACY J40 DOV - 605 PRIVACY JIlO DOV X 605 DUMMY HIP RG bb - 3 ROLLER CATCH 2 DIFP 218 X 3 FLUSH PULLS 4 JF513 X 3 - 411 FLEX STOPS JF513 X 22 - 411 FLEX STOPS UNIT G EXTERIOR HARDWARE QTY. DESCRIPTION LOCATION SGHLA6E 8U(o0 DEADBOLT TITAN IbO OR EQUIVALENT MAIN ENTRY FIOF AGG - 613 X 605 ENTRY 2 431I - 4 X 4 DEADBOLT DOOR CLOSERS DVISO DEGREE X AB KEY LOCK DOOR VIEWERS L�2__ 5GHLA6E BGI60 DEADBOLT TITAN l80 OR EQUIVALENT EXT. WATER HEATER INTERIOR HARDWARE QTY. DESCRIPTION LOCATION JIO DOV X 605 PASSAGE I J40 DOV - 605 x 650 PRIVACY 2 JI-70 DOV X 605 DUMMY HIP 2 RG 88 - 3 ROLLER CATCH 4 JF513 X 3 - 4" FLEX 5TOP5 JF513 X 22 - 411 FLEX 5TOP5 GARAGE I 5-PLEX EXTERIOR HARDWARE QTY. DESCRIPTION LOCATION I 5GHLA6E BGI60 DEAD80LT GARAGE / EXTERIOR TITAN 180 OR EQUIVALENT I FIOF X 613 - UL RATED PASSAGE/ GARAGE / EXT 5 J54 DOV X 60q KEYLOGK LEVER/ STORAGE SGHLA6E BGI60 DEADBOLT) LEVER / WATER HEATER TITAN l80 � OR EQUIVALENT 2 HLA67E" B 0 LAUNDRY T�Ti! � `��e 528o qs � EQUI ENT 12 4311 - 411 X 41, BOMMER DOOR CLOSERS PROVIDE 3.5 INCH STRIKE PLATE WITH TWO (2) 0 THE EXTERIOR DEADBOLTS. 25 INCH Q NON -REMOVABLE HINGE PINS WILL BE USED ON THE LAUNDRY, STORAGE, AND WATER HEATER DOORS. � ALL WINDOWS WILL HAVE THE FOLLOWING AAMA GERTIFIGATION STICKER: SECURITY TESTED THE MANUFACTURER OF THIS PRODUCT STIPULATES COMPLIANCE WITH THE FORGED ENTRY RESISTANCE REQUIREMENTS OF THE CALIFORNIA MODEL BUILDING SECURITY ORDINANCE vs �0cz �a10p Oyl�i �✓ a m V) V sq adz a a12 < I C? V DIL a�mN r` T� 0 0 m ■ N0 W0 w N a 0�N I- > �# 0 0 0 cc) d N U J co ■ w �CC) a ... M co LL z C N d■ 00 c d Z z 0 �: 0° d c 00 0 0 a ■ 0 v� a U S U ■ 0 c U v L U 0 V) CL 0 0 -•4-+ N 0�C3 V) co M �Lo ;C p4 �o �a UW)cn JOB NO. 51041.00 PROD. MGR. D.M. DRAWN BY B:G. CHECKED BY SHEET TITLE SHEET HARDWARE 56HE� AD. H 0 A Cc TYPICAL FOUNDATION DETAILS THE LIST Of GtNM& DE1114LS MOW APMY TO &L FOUt"TM PLVO PER MEIR M=WAMW DESCMPMN. THE DUM.S MVE NOT W.04 DROMY Keem ON Tw "s. TO t"1w Wary V_FDTJ___I`ANM AN WJ" frO. _ISOLX1`ED COLUMN FDOYING UDI mAwy mma PANEL AT GAME FrO. (`09� 'Bumm GUARD kFD1/ I$- HARDY FMME K-FD-17�PM& (W) AT FDOnNG (10 UFM GROUND lt;;W. 4D IHOAARE kFDJ OW 1� ANCHORED AM ADHERED ISOLA7ED POST FOOTINC F13VFD2_7� W"CONTU.. AT WgR TYPICAL GRADE w.Am CONNECTION Tflnm TPANCHIM AT FOOVM CURB AT ADJONM GARAGES SCALE: 1/4 = 1 # 1­ 0!! ME FOUNDATION 1. THE MMMUM OLTIMAlt COMPRESSIW W AT 28 DAYS 944L BE =0MsL FURMAT FOUND AMON SLABS -ON- NOTE THAT THIS IS 7HE HK*V VALUES MAY BE REM PER SITE CONDITIONS, PER THE SOILS VM4EER, OR PER THE euw" MMAL FOR SPECIAL WMRES. RUM TO THE F*_ .LOWING CODE TAB=: q. EXPOSURE To FREUM AND TK*MG- TABLES A-19-A AND 19-A-1. SPECIAL, EXPOSURE COMXTKM&- TABLE 19-A-2. EXPOSUM 70 DEICNG CHEMICAL& TAME 19-A-3. EXPOSURE To SULFATE CONIAINING SOLUTIONS: TA13LE 19A-4. VAX. CHljofWE ION CONTENT FOR 001MOSIM PROTECTIOW. TAME 19-A-5 7- CONCf&-M FOR SLM ON GRADE SHALL HAVE A M1kXIMUM SLUMP OF 4!" PER A.&T.M. C-1434 3. ALL cma usED smi cowom To,&&T.m. c-150. 4. FINE AND E CONFORM TO A.S.T.M. 0-33 FOR NORMAL WEIGHT CONCRM(WA, 1.10"TWEIGHT CONCRIM .5. R&W-lift CONCRETE SMALL K MWED, AND DELIVERED IN ACCORDANCE WnH X&T-M. C-44. 6. PROVIDE. 31e CHAMFERS AT ALL EXPOSM COMM U.N-O., BY ARCH, SPECS, 7. . VAPOR BARRIER "E REQUIRED) SHALL EXtEND t WO EXTERIOR INTERIOR FOOTINGS a SWIL BE LAPPED A MINIMUM OF V. PUNCTURED BARRIERS 94ALL BE REPLACED OR REPAIRED. 8. S&L FASYENW. x 14w LONG TS INTO CONCRETE, W-W O-C� MAXIMUM, OF 1111. N. PER PIE. M T LOCA1101) NOT MW THAN, Ir OR LESS ICE OF'THE PIEM U.N.O. 100 _9t0§Eb IF AONE'PdUR POMWAIM SWM IS USED-) Abe b"I ="02 ICORNERS APPROVED SHOTPINS WH CAD" WAS WA% 32" O.C. MAAMUK $* FROM AND SPLIM U.N.O. ON PLANS. S. USE SA" Dlit x Ir ANCWR SMIS PROJECTING 4!m AWW THE SLAB AT ALL 3x AND (*-2x SWM PANEL SILL LOCATIONS. (12- A.8.*9 MAY GE"USED IF A ONE POUIR FOUNDAIM SYSTEM S USED). 10. ALL CONTINUOUS GRADE BEAM FOOTOM TO WE MIN. (1)44 REINPOROW BAR AT TOP AND WMM, U.N.O. ON Pt". I ii. pRom #3 x 24" Low oowasAT 24" oc. AND ir FROM omEm AT ALL OONCREFE STOOPS AND POMIM UJC0. ON KAM 12. ALL REINFORCUM STEEI, ANCHOR BOLTS. WNW,, AND OTHER INSERTS SK4L BE SEVjW INTO pOMON AND INSpEc= By THE: LOCAL. JULDINQ OFFICI& PF40R TO 1HE PLAOING OF ANY CNN CREM BUIr CIA.X 14"MOW BOLTS MAY BE "STABOW IF' ALL.0WED BY THE LOCAL WICK). 134 VEM LWATION OF HOLOMM ANOM BOLTS, AM *MER INSEIM W" FRAMING Oft-MM TO ASSURE PROPER' AN? ACCURATE WMALIATIO& 14. FOOTINGS St L BE EXAMINED AND CERTIFIED IN WRITING By THE PROJECT SMS/ GEOLOGY ENGINEER PRIOR TO BY THE SOU REPORT OWWMNS ANDDEPTPLACEMW OF CONCREM (IF $0 REQUM AND/OR BWQ� .),, 15. FOUNDArION nHS A14D DWW) AND REINFORCING AS SHM ON PLANTS ARE TO 6 a y f L 09 SUPERSIN rLOCAL 00% ORDINANCES, OR A VAUD CIVIL ENGINEEIM RE"M WHICH RmRE ROWAM OF SAME. 16. WMM PER= FOR, WOREM MASS-ON-OPAM PRIOR TO START OF CONSTRWWN 0 AS FOLLOWS RECOMMENDED. 8M NOT REQUIRED BY CODE): _%LK ON SLABS 24 HOURS WM CONCRETE HAS KM POURED- b •amW1 3. FRIWW 4-5 DAYS AFMR ONCREM POUR. ROOT`/FLODR FRAMING 7-10 DAYS MIR CONCRETE POUR. 00 RIOT LOAD ROOF PRIOR TO 14 VAYS AFTER CONCRETE POUR. WALK SLABS4 HOURS AFTER BETE HUTS BEEN POUREI). XE KM W&L FROM MIER 3 DAYS CONCRETE POUR IF CYLNIDER WAKS IND" miN. 2000 90 SIRENM. BEGIN, AW/FLOORTIOMM AFTER SLABS ARE STRESM. DO NOT LOAD ROOF PRIOR TO STRIMSING OF SLAM. J7. OM MUM M It AMU , JU _ 0$" 10- COMNIM WNW PWr-70M IS DEMM BY OT"ERS.' PW TENSION " To W DEMOM BY OTHOM LMS FROM 1HE STKMRE AWW SKqL gE Von= To TW I= TOWN DM*ER PRM70 VWW ANCMW 0(Xis AM 01M HMWWW TO IM UMN ON POST WON MAW TO AMD OF HMWWW- .2, CoHmm Vmm Imm-Toom is Desom or opym WO Rvm TO POST avow POWMAMN PLAW R01M FN TM SEr W ORGAM. i& W *&MMW A COPY OF VAW WU RMW TO 7W MUM DMWMW FOR pumvm 1,9. Al, S= REPORT REOOMMENDAIMS TO BE PART OF THIS APPROVAL AND SHALL BE &L ImpLADWOM IN THE FIELD t*XM THE SUPERVISION OF THE SOILS MOINMR. 20. RIM TO ARCHITECTURAL 0RAMVfGS FOR LOCAMW AND SIZES OF UNDER SLAB CO.WUITS_ 21. jILDW. N" To ARCWMCTURAL AND CIAL AMMM 22. ;&VpQNM TO OBSERVE AND APPROVE FOUNDATION AND SUBMIT APPROVAL TO CLOT..to OW INSPECTION. 23. PwjEcr CIVIL ENGINMR TO VERIFY FOUNI)AM6 HAW SEEN LOCATED 10'-0' MINIMUM MW FWAIA&WA A & FA&SUBM VWOM IN WRITING TO C". O"�%CON ION 24, M"DOYM SHALL BE SET' IN PLACE iff TEMPLATE . PRIOR TO FOt#ftTION 25. P ER R MMST _W .SOS MW PFW 0 00 R ok M -TS .M . . _ _ _1__ _W__qo.0NA.*_0L 2s, OIL L ,mm sm CA wy OR SOW StioGME SOILS) PRIOR TM C&Wmew , CIA low PER SOIL. dwonn.) 27- WSrAT WI72 RpyMjj%&% tFWZX# WPHOAFFOML 28. WICREM PORCH SHALL. BE SLOM MINIMUM 1/4!' PEAR FOOT. U.N.O. M 29- ECAXEI) WP nI- If =F%W� LID IrE AF; A V1 W 9 R 4 rW ( V 01 SOAUM PLANS. 3o. PRojw sm ENGINEER wALL ExPLoRE POIENIK FOR SE&WAV INDUCED SOIL LIQUEFACTION AND SOIL MAKW, PER SEC 18044. 31. (P ST TO ISSUING A PERMM TW NGINM SOIL EWHO PREPARED GODM"IM 0 IDIGINM OF OkWf6) SHALL REVIEW FOUNDAMN, PLAN AND OEWLS AND ,*).YK PLANS AND SPECIFIC ATOO SUMANnMLY CONFORM OT THE REOWAMDATM IN CWTE)C14NICAL EXPLMTK*L b).THE f".9wNED PROM SOL SITE OSSERVAMON AND msmm OF zEcm PERW,C D For CR 32. THE QWTMNM ENGINM OF RECORI)i W1i0 PREPARED THE THE: REQUIREI) FOUNDAMON OSSERVAXION AND �E PAeANODRT (IN Wwnw) TO 'THE GENT. N 'ME WHICH Tr ORFw"wmmoF1w1m &V CITY I =% MEN AYE FOLLOmm i)iE MA Pr SOIL fM ��MENO 71oXW AND OOMPACTED IN A00ORDANCE WITH 1HE 2}. TH ON FILL MATOMS. AND DRAINW. S&NOT YCAM014 WM AND W SOIL WORT AND APPROVED PLANS. b) MCI& To nIt&.WMM FOR ANY XJLMSJ�R UCTU 1�� SOIL DIGINEW IER ,t 95Aft &M 1Ur%A*Ttf%M 33. NARDY-FRAIL AND MUST BE MANUFAMVW BY SWLWIW STRUCTLXAL SYSTEMS IN COUR14== *PF0-534r-- FOUNDATION SYMBOL$ & NOTES Immom onwOF SHM ma / MOW wm N"M AALU5. m ANCHOR WT SPACING IN *INCHES ON T AV m ZNa "W810C N6V26ALTWMV= H%CWER To �SHEAR FOIDIMIM LIMM OF MCHOR 3M1S SPACM AT 1009111. OR SWEAR ELIDAW SM OR DESIONXIM AL "MNER SHALL A% R12"060WIkt ALLMEUL0ADAa0rF&7.50,F.MA)ST�- DESIG FOKV ,.,--*MTES OOLTED TYPE tXU*WN CONW=M, ,on "_ MR& ,--NXXTES SMAIP TIDE HMWM CW=01M mum)o ANC 8.0L TYPICAL MUDSILL ANCHOR BOLTS TO OE 51ir DIAMEMM x 14" LONG. USEI-C 5/A.B8" "DIA(r METIM x 16* M FROM SLAB).. LONG A.L's IN LIEU OF 5/8* DIAMETER x .is PROM 14""&W' VW0 x IV- LONG A.B.'s IN LIEU OF 5/e DIAMEM 0* (e PIROJEMON MM SLANGS NOM IT LONG AND 120 LONQ A.I).*$ MAY BE U90 IN- UVJ OF le LONG AND I r LM A.B."s IF A OW -POUR FOUNDATION SYM IS USED. FOOTING LEGEND 'INDICATES 1-TORY F00'TING r INDICATES 2-STORY FOOTING INDICATES GRADE BEAM REFER TO FOUNDATION DUAIL SHEET FOR REQIJM FOOTING SIZES AND REINFORCEMENT. ITEMS PER BUILDING DEPARTMENT 1. NOW 04 7 W. FOWM7= 0 'PROVIDE WS OF OA COMPACIM REPORT REVIEVEI), ACCEPTED AND Stwl*l BY THE ARCHnw OR STRUCTURAL'ENGROM Of THE REPORTS ARE TO BE SUBMITTED 70 AND ACCEPTED BY THE BUILDING WM DNISION PRIOR 70 CALLING FOR FOUNDATION INSPECTIOK KM I�MON Q 1414647-5M FOR AN APPOINTMENT"WITH THE PLAN CHECK ENDINEER ACCWf CERTIFIED COPIES'OF THE COMPACTION REPORT" 2. NW ON THE F0UNRATIO01 PLAN(S): 'PRIOR TO CALLING FOR, FOUNDATION INSPECTION. THE BUILDING CORNER SHALL BE SURVM AND STAKED BY A CALIFX~ LICENSED LAND SURVEYOR OR QUALIFIED CML DOMM. THE SURVEf AND STAKING MUST BE DOCUMMU AND BEAR 7K MP AND SIGNKTURE Of TK PlERSON RE!"SIBLE FOR THE SURVEY AND STAKING. TW CERTIFICATION DOCUMEW MUST BE SUBMITrED TO THE BUILDING VECTOR AT TILE TIME OF FOUNDAYM MIPWTION." V- N 0 o.w 40 ir 5 Z 13 V) 8 a g VL 0 0 13 1 JIM U) vi z cn r- T-P, m 3: 1 (,4!5 , _. 0 z In --i w= W w w zOa< oq; < ., z �E w' m' 5 0 oz � cq LL, c) 8cvo_wi5 LLJ F... co owuzj n 'o 05 c%4 C)o Z (9, 0 4 (n tL- W 0 mwct < ol (/) :2x x rc> P tj < Lu z 4 oz V) w 00 wo�o f 3 1 xg zo a- rz= -0 ckw J' C> �2 , z r%-. :zN%"-00* XWE3 0 Lod w 0 iE - S z ZQ 0 Oki V) � Ic � ZW XN_ a (L 'z 1EX" 8 z Ko z 8 uo- zx 0 Z z LD 41 CL ow ra E C) *W. cm .09 .. � � Mtn 10 um C4 o CC uj W ui Z co z Z 0 W w z ZZ i��� 0 MOM co D -1 0 z =) I sww� LLA �mm Z 0 0 0 o u .00 co W" owi c/) c/) ................... AROVECT JOB M 13SB-54041.00 DRAWN BY OPTION ONE BID SET 06/05/2003 PLOT LATE 06/05/2OD3 SHEET NO. si Ill CAD FILE: 51041 S1 1 JUN 05-20.0"131-­ 11'-8" 4'-on 47$-on 31'-4" v v v v v � 161-0" /1VL\ r2-N 48 2 FD1 FD1 4x4 w -- ------..s Hn22 ...4X - - -- ----- 4X4 W � 2 -----------1� VARIES VARIES I-IRmin,-__.----------- ---- fl11T12- ------ ---- --� I 2 FD1 ( I / 7 ( FD1 �............... r.:.:.............::.5,t;Ld Ce QCL N Lo 1 0 I 16 I t�l W HTT22 ...... .... ...................... . SEE r+� "i 16 •,,, •S� " z ` i� ARCH. J I ` "� I 14X P 8 WIDE cv CIS SEE +�,y CH: CURB T1r'P. TYP. $ I 4 I I W HTT22 4X P I I ARCH. 4 �,'� �' ,� I FD 1 FD 1 I' W HTrZ2 I FD 1 ADD (2)-# 4 BARS I I A I I AT MID DEPTH OF SLAB I 4X P I I 0 RENTRANT CORNERS WmmI I I I I I 'I 4X P I I I I I I W HM I I I I 16 I I I I I I 1s `V V TES I I I VARIItS I I I fi I I I I C.J. (TYP.) I I 4x P I4X P 00 w HTT22w�l. I I I I UJ I i i I I c„ � i I 5 I I I I 5 FD1 I I I ( I FD1 I I 5 SIM. I I I FD2 TYP. I a A I I I I ( I 8" WIDE I � ( ONC. CURB I 4X6 I I I i TYP. I 4X I z-----I---------------------------------I---- O o i ❑A V V v v 6 HF Mlj HF 7818 1-1/8-0 A 1-1/8-07818 BOLTS BOLTS 13 13 FD 1 4'-0" Alt 4'-0" FD 1 Oil 2'-311 16'-2n '-0 8'-2" '-0 . 16'-2n 2'-3n AL L 1 FOUNDATION SCHEDULE FD1 2 EXTERIOR HOUSE FOOTING FD1 3 INTERIOR HOUSE FOOTING FD1 4 EXTERIOR HOUSE FOOTING FD 1 TO GARAGE 5 EXTERIOR GARAGE STEM FD 1 FOOTING 6 GARAGE GRADE BEAM FD1 z O d- z 0 I z tV I TYPICAL FOUNDATION DETAILS THE LIST OF GENERAL DETAILS ABOVE APPLY TO ALL FOUNDATION PLANS PER THEIR ACCOMPANIED DESCRIPTION. THE DETAILS HAVE NOT BEEN DIRECTLY KEYED ON THE PLANS. 7 PORCH SLAB/STOOP TO 13 18" HARDY FRAME FD1 FOOTING FD1 PANEL AT GARAGE FT'G. $ ISOLATED COLUMN FOOTING FD 1 14 18" HARDY FRAME FD 1 PANEL AT GARAGE FT'G. FD1 BUMPER GUARD FD1 18" HARDY FRAME PANEL (HF) AT FOOTING 10 HPAHD22-2P/STHD14 FD1 HOLDOWN HARDWARE 16 UFER GROUND FD1 11 MTT/HIT/PHD/HDA FD 1 HOLDOWN HARDWARE 17 ANCHORED AND ADHERED FD 1 VENEER F 1 ISOLATED POST FOOTING FD2 TYPICAL CONTROL/ CONTRACTION JOINT 2 STEM BLOCK -OUT FD2 AT DOOR HARDWARE 3 TYPICAL GRADE FD2 BEAM CONNECTION a TYPICAL TRENCHING FD2 AT FOOTINGS rJ CURB AT FD2 ADJOINING GARAGES SCALE: 1 /4" = V-0" FOUNDATION 1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 psi. (3000 psi FOR MAT FOUNDATION SLABS -ON -GRADE). NOTE THAT THIS IS THE MINIMUM DESIGN VALUE. HIGHER VALUES MAY BE REQUIRED PER SITE CONDITIONS, PER THE SOILS ENGINEER, OR PER THE BUILDING OFFICIAL FOR SPECIAL EXPOSURES, REFER TO THE FOLLOWING CODE TABLES: a . EXPOSURE TO FREEZING AND THAWING: TABLES A-19-A AND 19-A-1. b . SPECIAL EXPOSURE CONDITIONS: TABLE 19-A-2. c . EXPOSURE TO DEICING CHEMICALS: TABLE 19-A-3. d . EXPOSURE TO SULFATE CONTAINING SOLUTIONS: TABLE 19-A-4. al. MAX. CHLORIDE ION CONTENT FOR CORROSION PROTECTION: TABLE 19-A-5. 2. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM SLUMP OF 4" PER A.S.T.M. C-143. 3. ALL CEMENT USED SHALL CONFORM TO A.S.T.M. C-150. 4. FINE AND COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 FOR NORMAL WEIGHT CONCRETE AND A.S.T.M. C-330 FOR LIGHTWEIGHT CONCRETE. 5. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH A.S.T.M. C-94. 6. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED CORNERS, U.N.O. BY ARCH. SPECS. 7. POLYETHYLENE VAPOR BARRIER (WHERE REQUIRED) SHALL EXTEND 2" INTO EXTERIOR AND INTERIOR FOOTINGS & SHALL BE LAPPED A MINIMUM OF 60. PUNCTURED BARRIERS SHALL BE REPLACED OR REPAIRED. 8. SILL FASTENING: XvLc,'I2A11OR WALLS. SHEAR WALLS & BEARING WA=: 5 8 DIAMETER x 14 LONG ANCHOR BOLTS 7 INTO CONCRETE, 6'-0" O.C. MAXIMUM, MIN. OF (2)-BOLTS PER PIECE WITH (1)-BOLT LOCATED NOT MORE THAN 12" OR LESS THAN (7)-BOLT DIAMETERS FROM EACH END AND/OR SPLICE OF THE PIECE, U.N.O. 10 aANCHOR BOLTS MAY BE USED IF A ONE POUR FOUNDATION SYSTEM IS USED.) INTERIOR NON -SHEAR AND NON -BEARING WALLS: I.C.B.O. APPROVED SHOT PINS WITH CADMIUM WASHERS, 32" O.C. MAXIMUM. 6" FROM CORNERS AND SPLICES U.N.O. ON PLANS. 9. USE 5/8" DIA. x 16" ANCHOR BOLTS PROJECTING 4" ABOVE THE SLAB AT ALL 3x AND FOUN2x SHEAR DATION SYSTEM EL USED) LOCATIONS. (12" A.B.'s MAY BE USED IF A ONE POUR 10. ALL CONTINUOUS GRADE BEAM FOOTINGS TO HAVE MIN. (1)-#4 REINFORCING BAR AT TOP AND BOTTOM, U.N.O. ON PLANS. 11. PROVIDE #3 x 24" LONG DOWELS AT 24" O.C. AND 12" FROM CORNERS AT ALL CONCRETE STOOPS AND PORCHES, U.N.O. ON PLANS. 12. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS. AND OTHER INSERTS SHALL BE SECURED INTO POSITION AND INSPECTED BY THE LOCAL BUILDING OFFICIAL PRIOR TO THE PLACING OF ANY CONCRETE. (5/8" DIA. X 14" ANCHOR BOLTS MAY BE "STABBED" IF ALLOWED BY THE LOCAL BUILDING OFFICIAL). 13. VERIFY LOCATION OF HOLDOWNS. ANCHOR BOLTS, AND OTHER INSERTS WITH FRAMING CONTRACTOR TO ASSURE PROPER AND ACCURATE INSTALLATION. 14. FOOTINGS SHALL BE EXAMINED AND CERTIFIED IN WRITING BY THE PROJECT SOILS/ GEOLOGY ENGINEER PRIOR TO INSPECTIONS AND PLACEMENT OF CONCRETE. (IF SO REQUIRED BY THE SOILS REPORT AND/OR BLD'G. DEPT.). 15. FOUNDATION (WIDTHS AND DEPTHS) AND REINFORCING AS SHOWN ON PLANS ARE TO BE SUPERSEDED BY LOCAL CODES, ORDINANCES, OR A VALID CIVIL ENGINEERING REPORT WHICH REQUIRE INCREASES OF THE SAME. 16. WAITING PERIOD FOR CONCRETE SLABS -ON -GRADE PRIOR TO START OF CONSTRUCTION IS AS FOLLOWS (NOTE: RECOMMENDED. BUT NOT REQUIRED BY CODE): I WALK NVENTIOON 8L BS824 HOURS AFTER CONCRETE HAS BEEN POURED. BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POUR. BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POUR. DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POUR. o. WALK ON SLABS 24 HOURS AFTER CONCRETE HAS BEEN POURED. b . BEGIN WALL FRAMING 3 DAYS AFTER CONCRETE POUR IF CYLINDER BREAKS INDICATE MIN. 2000 psi STRENGTH. c). BEGIN ROOF/FLOOR FRAMING AFTER SLABS ARE STRESSED. d). DO NOT LOAD ROOF PRIOR TO STRESSING OF SLABS. 17. POST TENSION SLABS, IF APPLICABLE: 1. CONDITION WHERE POST -TENSION IS DESIGNED BY OTHERS: POST TENSION SLAB TO BE DESIGNED BY OTHERS. LOADS FROM THE STRUCTURE ABOVE SHALL BE SUPPLIED TO THE POST TENSION ENGINEER PRIOR TO DESIGN. ANCHOR BOLTS AND OTHER HARDWARE TO BE SHOWN ON POST TENSION PLANS TO AVOID MIS -LOCATION OF HARDWARE. 2. CONDITION WHERE POST -TENSION IS DESIGNED 8Y OPTION ONE: REFER TO POST -TENSION FOUNDA11ON PLANS INCLUDED IN THIS SET OF DRAWINGS. 18. BUILDER TO SUBMIT A COPY OF VALID SOILS REPORT TO THE BUILDING DEPARTMENT FOR PLAN CHECK PURPOSES. 19. ALL SOILS REPORT RECOMMENDATIONS TO BE PART OF THIS APPROVAL AND SHALL BE ALL IMPLEMENTED IN THE FIELD UNDER THE SUPERVISION OF THE SOILS ENGINEER. 20. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SIZES OF UNDER SLAB CONDUITS. 21. SURFACE WATER MUST DRAIN AWAY FROM BUILDING. REFER TO ARCHITECTURAL AND CIVIL DRAWINGS FOR DRAINAGE PATTERNS. 22. SOIL ENGINEER TO OBSERVE AND APPROVE FOUNDATION AND SUBMIT APPROVAL TO CLIENT, PRIOR TO CITY INSPECTION. 23. PROJECT CIVIL ENGINEER TO VERIFY FOUNDATIONS HAVE BEEN LOCATED 10'-0" MINIMUM INSIDE REMOVAL/RECOMPACTI N AREA AND SUBMIT VERIFICATION IN WRITING TO CLIENT, PRIOR TO CITY INSPECTION. (WHERE CONDITION OCCURS.) 24. ALL HOLD DOWNS SHALL BE SET IN PLACE BY TEMPLATE PRIOR TO FOUNDATION INSPECTION. 25. PER REQUEST OF SOILS ENGINEER, PRIOR TO CONSTRUCTION. CHEMICAL TESTS SHOULD BE CONDUCTED ON ACTUAL SUBGRADE TO DETERMINE THEIR CORROS pp�H� RESISTIVITY SULFATES SULFIDES & CHLORIDES, AND EXPANSION POTENTIAL RRA110 SHODULD TTHEF`_N REQUIRED DETERMIINED�BASED STRENGTH THE LA80RDAT0 ty TEST RESULTS RESULTS IN�t�K ACCORDANCE WITH UNIFORM BUILDING CODE REQUIREMENTS. 26. SOIL ENGINEER SHALL CATEGORIZE LOTS (CLAYEY OR SANDY SUBGRADE SOILS) PRIOR TO FOUNDATION CONSTRUCTION. WHERE REQUIRED PER SOIL ENGINEER.) 27. LANDINGS AT EXTERIOR DOORS SHALL HAVE A LENGTH OF 36" IN DIRECTION OF TRAVEL. WIDTH SHALL BE 12 WIDER THAN OPENING OF DOOR. CONCRETE SHALL HAVE BROOM FINISH, U.N.O. 28. CONCRETE PORCH SHALL BE SLOPED MINIMUM 1/4" PER FOOT, U.N.O. 29. ISOLATED PIERS OR PAD FOOTINGS THAT ARE LOCATED OUTSIDE THE BUILDING SHOULD BE CONNECTED TO THE CONTINUOUS FOOTING IN TWO DIRECTIONS WITH GRADE BEAM PER FOUNDATION PLANS. 30. PROJECT SOIL ENGINEER SHALL EXPLORE POTENTIAL FOR SEISMICALLY INDUCED SOIL LIQUEFACTION AND SOIL INSTABILITY PER SECTION 1804.6. 31. PRIOR TO ISSUING A PERMIT THE SOIL ENGINEER WHO PREPARED GEOTECHNICAL EXPLORATION IS ENGINEER OF RECORD] SHALL REVIEW FOUNDATION PLAN AND DETAILS AND STATE IN WRITING: a). THE PLANS AND SPECIFICATIONS SUBSTANTIALLY CONFORM OT THE RECOMMENDATIONS IN GEOTECHNICAL EXPLORATION. b). THE SOIL ENGINEER OF RECORD HAS BEEN RETAINED TO PROVIDE SOIL SITE OBSERVATION AND PROVIDE PERIODIC AND FINAL REPORT TO THE CITY. 32. THE GEOTECHNICAL ENGINEER OF RECORD WHO PREPARED THE ORIGINAL SOIL REPORT SHALL PERFORM THE REQUIRED FOUNDATION OBSERVATION AND ISSUE PERIODIC AND FINAL REPORTS (IN WRITING) TO THE CLIENT. a). PRIOR TO REQUESTING A FOUNDATION INSPECTION BY THE CITY INSPECTOR, THE SOIL ENGINEER OF THE RECORD SHALL PROVIDE FIELD REPORT WHICH SHALL STATE THE FOLLOWING: 1). THE BUILDING PAD WAS PREPARED AND COMPACTED IN ACCORDANCE WITH THE SOIL REPORT RECOMMENDATION. 2). THE FOUNDATION EXCAVATION DEPTH AND BACK FILL MATERIALS, AND DRAINAGE, SUBSTANTIALLY CONFORMS WITH THE SOIL REPORT AND APPROVED PLANS. b). PRIOR TO FINAL INSPECTION FOR ANY BUILDING OR STRUCTURE, THE SOIL ENGINEER OF RECORD SHALL ISSUE A FINAL REPORT STATING THE COMPLETED PAD, FOUNDATION, FINISH GRADING, DRAINAGE AND ASSOCIATED SITE WORK SUBSTANTIALLY CONFIRM TO THE APPROVED PLANS, SPECIFICATIONS AND INVESTIGATIONS. 33. HARDY -FRAME AND HARDY -PANEL MUST BE MANUFACTURED BY SIMPLIFIED STRUCTURAL SYSTEMS IN COMPLIANCE WITH ICBO "PFC-53420. FOUNDATION SYMBOLS & NOTES ,,SYMBOLS - ate-- INDICATES EXTENT OF SHEAR WALL / ANCHOR BOLTS S� CENTER& VALUE INDICATES DI OR ANCHOR BOLT SPACING IN "INCHES ON 0 ' ALPHABETIC ELEMENT SCHEDULALTERNATE OTES FOR ELEMENT.FER xx xx'-xx" INDICATES LENGTH OF ANCHOR BOLTS SPACING AT MUDSILL, OR ALTERNATE SHEAR ELEMENT SIZE OR DESIGNATION. POST -TENSION ONLY: ,. INDICATES UNIFORM LINE LOAD IN EXCESS OF 750 PLF. POST -TENSION DESIGNER SHALL ASSUME ALL OTHER UNIFORM LINE LOADS = 750 PLF. INDICATES BOLTED TYPE HOLDOWN CONNECTORS. POST WINDICATES STRAP TYPE HOLDOWN CONNECTORS. ANCHOR BOLTS TYPICAL MUDSILL ANCHOR BOLTS TO BE 5/8" DIAMETER x 14" LONG. �c USE 5/8" DIAMETER x 16" LONG A.B.'s IN LIEU OF 5/8" DIAMETER x 14" A.B.'s (4m PROJECTION FROM SLAB). * * USE 3/4" DIAMETER x 16" LONG A.B.'s IN LIEU OF 5/8" DIAMETER x 14 A.B.'s (4 PROJECTION FROM SLAB). NOTE: 10" LONG AND 12" LONG A.B.'s MAY BE USED IN -LIEU OF 14" LONG AND 16" LONG A.B.'s IF A ONE -POUR FOUNDATION SYSTEM IS USED. FOOTING .LEGEND INDICATES 1_-STORY FOOTING L---------� INDICATES 2-STORY FOOTING GRADEINDICATES NOTE:nm= REFER TO FOUNDATION DETAIL SHEET FOR REQUIRED FOOTINGO• ITEMS PER BUILDING DEPARTMENT 1. NOTE ON THE FOUNDATION PLAN(S): "PROVIDE TWO COPIES OF A COMPACTION REPORT REVIEWED, ACCEPTED AND STAMPED BY THE ARCHITECT OR STRUCTURAL ENGINEER OF RECORD. THE REPORTS ARE TO BE SUBMITTED TO AND ACCEPTED BY THE BUILDING SAFETY DIVISION PRIOR TO CALLING FOR FOUNDATION INSPECTION. PLEASE TELEPHONE (714) 647-5866 FOR AN APPOINTMENT WITH THE PLAN CHECK ENGINEER TO ACCEPT THE TWO CERTIFIED COPIES OF THE COMPACTION REPORT" 2. NOTE ON THE FOUNDATION PLAN(S): "PRIOR TO CALLING FOR FOUNDATION INSPECTION. THE BUILDING CORNER SHALL BE SURVEYED AND STAKED BY A CALIFORNIA LICENSED LAND SURVEYOR OR QUALIFIED CIVIL ENGINEER. THE SURVEY AND STAKING MUST BE DOCUMENTED AND BEAR THE STAMP AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE SURVEY AND STAKING. THE CERTIFICATION DOCUMENT MUST BE SUBMITTED TO Q THE BUILDING INSPECTOR AT THE TIME OF FOUNDATION INSPECTION." rJo <f �rul 00 � I E I ;,� C' `CL ?r ?cn d off' o Em 4 o m w w� on mw C.) 5 owo ov rn N w a- CL vccn� mm O v moo zz I 1 Nv .a i o Z V5 n-3 Ns = m Z_ •• W U Z Z O c a • F- U Z •� O ;3LL O �W O � 0 o mm O a m 6 �uj W J w- z= =O z V) OU� ofXw� �o< Q ° Q z0- F- UO 0 J uj o z�cn- ir< z= 0UQO~ cn LjO O O Uw U p'i- w mn ��oo� g ry N pip 0 0 z Of oa. a.�~�< a V) muj xgor= �../ o w �pOz¢w W o w P4 -r wrz w,-- z z w co >D�Otn wzw05oz `t I c' ry - � Q QJ w >- N o z cn ):5 ov r w N ~ n N dwj�O wWZ O a w O=U W c) < of E r- o z � ¢zwo LLJ Of Ld Z r E= Z��c- Ua-ujEWoO W'SN z0.. , Ww z W of -i oV)¢=ozo z Ld ~ F- P,F Z<L =zo2D z�m Q� �Ld �000 �iw zOxZof Z � OW z,_w =F- �o on �z CL 0 h rn I o ca L0 Q to N m -o- W Q E o 1 wv o ci= g� Ln 3 CL o °� NZ CL3:: Cc ui LLJ C) o Z ~ uj W 0 ZZ Q 0� Z J •c� a C/) Z �0 00 CD C/) ARCHITECT JOB NO. BSB-51041.00 DRAWN BY OP11ON ONE BID SET 06/05/2003 PLOT DATE 08/15/2003 SHEET NO. S1m2 xt NTS CAD FILE: 51041 S 12 ST6236 0 PLT. em MACAU 1�fimkmw- --w4mbp1--.'w.1 I 4X8 4X8 ---------- r6 I P3 P3. P.3 SD1 4M wl YP,3.. 4 OWN" I no" t 224(V) 2-2X4 V 4X8 Iwo snow 4mmm* soft 48 "Mmm 'Aa osomw now on* �m om 4X8 08 4XIO 4XID 4X8 Iwo Oak "ft *no wm .4. omys.010 Imm Now a" Imm 4X8 4X8 .--TRUSS W/ 4)(4 WL ,.. :. ' ::'.:: w ... .. 4X4 W1 4X4 W1 ROOF EA STHD14 .... ...... HM2 W.I.C. -j + btuKuk m BEDROOM eo -i ' BEDROOM 41-011 CIL6 x i" 1�x BATH BATH c*4 5 1-2 11 GLe BATH HIGH \,..SDV 17 IUS1.81/1e GL6 CLG '3-1/2* X 16 LOW P4 GL6 4� SD2 HALL 04 HALL P4 T.S.L W/HUS412 HALL 7-1 - - 4X4(T) W/ 4X8 SDI czni -SM2 24(V) �w ON" am" "m -mm "m *pw x4X10 AMP 4� QW* 010 010 4�$762 vw^ IL� A .4X4 4 3-1/2 13 Z 144 W/ I I "m Rm w/ 2X4(S) 0 16 -TS29 5-1 Hm T.S-L 14 AkIn O.C. N(�1QAWL c 1612 ;i STUDt UNM =+ WHO414 FA. ,SST. (2-1:) cs UNIT 9 0. KITCHE KITCHEN 04 0 on KITCHEN UNIT C V-00 GL6 &I-ou acv 3-1 UVING ,04 ­-04 U9 X4 LIVING JNIT ] TRUSS BACKS 1q'-0` GL6 B 0 24* O.C. z 4-1 x uj* ­­­o -­ -: N _ ._.__...._. P3 w s 1 - ' N I ow .I �`�":. SD1 X1..R# VSDI STRINGERS-i LIVING it AVA w It v! 'KR MANUF. f 19 IUS1.81/16 r17 SD1 iEf (MV3.516 9fl 4X4 W/ t1ol 6 v- k SD1 J HIM g16 3-1 am t2 I.SL.L.L _Lx Sid P4 4! 11L 16 7 SDI CS16 -mm* *mob *r m-�Wl 7 dom-mmw � CS16 X 04 WL �� v- I - I LUS212 "smt 0 - a I i OFFSET C41 C4 Hn22 LUS212 I 441nr I - (1)-PLY 1z lyp. CS16 k I I DINING �D2 \, SD1 ENTRY PATIO 4X4 HTW M!KPJ WV S=14 'Imm WAZ 4X4(P) W/ rxii (2)-WrS30 (2)-MTS30 08 08 4X8 '4118 A"m OwNw MOM 7 CANT. I-jsT. 0 POPOUT __ _ _ .. _ (� 6 -"1 3 4-1 4 SD1 p3, SD1 SD1 ENTIRE 17 1 r-o- Sim. WALL �D2 �SDV SD1 DINING DINING 0 0 t t: q* 4RY 0 q- T ENTRY,, 1 0 40 -S�- X q­o"r,,L6 US W Avg wl 06. 1( Lit-041 GL(5 �SDV 04 W/ 08 W/ 08 Wj I CS16 Snnzm\� ST6224(V) 5T62 24(V)N I I I ov 4EM 0� amos"wo 010 010 4X10 . mm 4X8 -w owo PT�X 4 M m 00 ee"fo . WOW* - - 406W "m mom mom T CAN'T. I J 4X4 W/ 08 Mom TI, ST622V) 13 14 u- 0 Popm 14 - - - Pop - - AP3 1 *7 P-3 a p6 ENTIRE WALL A FRAMING SYMBOLS & NOTES -P IN"m Sim wmis REFER To Swm WAIJ. LEMD 't IwmcAm SHEAiR WAU Lamm. 400ma 4NOWN S. wx AMY KYWOOI) SHM MhMRIAL PRIOR 10 CONSTI-KICTION OF - POP -OUT, MON, SWFIT, OR ADACW INTIMSMING WAIJ- (Dk \ .ND.ATM SMCn)W BE" Ma HEAMM 4.mm� INDICATES INTERIOR MARINO WALLS, *"=a POW10111S OF wa- DE 4mm mrmL mmBER W" MAY vw PER TP&L K DEAMES TMI NUMBER S WaM SHEET NUMM W" KU K AVM b� OF WALL W) 24" 6. AREAS OF OWFORNIA M. MM V FZZ= M170".12 A MAX. VAN OF W-O�� OV4E SON NUMSM. INDICAMES AREAS OF RMON. FPMNG LAYOUT LIDUM 9, WASTE -LINE AND PLUMBING WALL PLUMBING 1CWALL 4 NBC= tt2 DW=M OF E WG� LL %% PACE OF WATER-4LOSEr r'--Tft ATFLOOR ABOVE PLY, MRNM Amm qE4*1ffLW MWA7M NO TOP wpm Aarm; AS SHOWN, BELOW, = AVE a impowmam"� Im w aw INSOLL " 09mm a;�IkUNW TOP PLAT8S 4amm mom =I zomm 10., REF#wR TO ALL U" SHMM FOR GENERAL N07M GEMMAL MTALS AND CONSM=ION SPECMMNS. SM QENEW MMING DETAILS FOR FOLLOWING CONDMOW* $HEAR ELEMENT SCHEDULE & NOES som mm muom mm Van"I. & 1vw "A. W= SKOHING wnu 1111 comic" mms W. W-am I" a 5/8. Mk 2X &%W-ING ir,o-a� w#4=M a A FW. (2X =1 KNE) (A 711 ,0&90 "4 am swAow (2)-mm iso AT%orp U. 11M.WING r. .;/r am W'CCMMM-.NAVX AT 4" *A. AT SM AND Ir O.C. AT IS& e 04. STA00M 0 (2X SM PLATE} (2X MUOMW 0400M CNWft. 350 ot) 3X APA RaW SWARM Wr M ad COMMON w" a r Qcw 16d AT cm A.S. 3xw=w/ Aw T "s, - oTle SVAMM JV ED= AM. Ir 0-M 1�� CAPAMY.1 440 p#) O. (2x sms t & 2x 3/6* A.PA. PAW SWJ411110 (2)�,� 18d AT 3x SACO* W/ AW a r4a ad COMMON was AT r ojo. I IAW AT I $00061m SV*08= AT ANO 120 0.0. (�01 SM (SM LN. AT FRO. (AUVANU CAPAMY: 50 0) IW32" SMMMK I APA ROMP WNW W/ (2)-MM 0#0 X Ir W A 3X W/ SMT* W/Iod COMIlm W" AT L#= AT it O.-%TnMou It= 2* O.C. SOOOM AT MM I I 1' A X, 0% MAZArL oo ALL ANCHOR BOOS REWRE =1AW PLATE WASHERS PER THE FOLIAWW TABLF-* BOLT 00. SQUARE PLATE WWER SIZE 3/16 . X 2- X 2- (AT 2X MUD -SILL) Ile X 2-1/2*_X 2-112- (AT 3)( !A SILL_ 3/4' S/W X 2-31e X 2-3/4" (AT ALL CASES) ANCHOR BOLT- WJT3 SHALL BE TOMED JUST -PRIOR TO COVERING THE FRAMING. NOTES: 1. USE A.P.A. RAM 94FAINNG PANELS. EXPOSURE 1, WnR WMIOR %UF- (OSS IS AM CEPIABLE W-M OF PLYWOOD PANED. PANIXtEBOARD 0 NOT ALLOW). 2. ALL FRAMM MEMBERS AM TO BE DOUGLAS FIR AT A MAXIMUM OF I C O.C., U.N.O. ALL 07NM WAY REQUIRE STRUCTURAL CHANGES. 3. ALL PANEL Eoc" SHALj. BE SMXW WffH r NOMIM OR NATTER FRAMING. PANELS ARE TO BE INSTAL111) VERMALLY. 4 ALL nWM MEMBERS RMMC EDGE WAJNG FROM ABUTTING PANELS SHALL BE 3* NOMINAL OR WMER AND NAU $HALL BE STAGGERED WHERE NAU ARE SPACM 3 O.C. OR LEM (SOW ZONES 3 AND 4 ONLY) 5 WHERE A.P.A. RATED SMINNG IS APPLIED ON LOTH FACES OF A WALL, AND NAIL SPACING IN LESS THAN W O.C. ON OMER SIDE. P*4. JOINTS SHALL BE OFFSET TO FALL ON ON EACH SMLL K. STAMERM S. WrM LEA M OF A.Pk. RATO SHEkTHM SHEAR PANELS EXCEED 4 FEET MODULAR *VM, PROVIDE WAL PANEL SECTOM A.P.A. RkM SWATHING SHEAR WALLS SHAM BE CONSrRUCMD VMH A.PA RkTED SW.ATIING SHE M NOT LEW THAN 4 FT X 8 Ft, EXCEPT AT BOUNDAM AND CHANGE IN FRAMING WHERE MINIMUM SHEET DIMENSION SHALL BE 2 Ft. T. APPLY SHEAR MATERIALS PRIOR 70 FURRIK FROM BOTTOM 70 TOP PLATES WITH NO INTERRUPTIONS (CAN BE APPLIED HORIZOWALLY OR VERTICALLY) & ALL PANELS SHALL K M"M WITH THE APPROPRVJE GRADE MARK OF THE A.P.A. OR MF.PA. 9. 'TWO tAY9ft'OF'GfVQE D YMAIM RESISTIVE PATER 'SHALL IA APPUED OVER A.P.A. RA70 SHEATHING %OR PANELS AT WERIOR == WALL LOCATIO01S ONLY 10. THE MINUM EDGE DISTANCE FOR NAILS IN THE RECEIVING MEMBERS AND 'THE A.P.A. RATED SHEATHM SHALL, BE 23/8* FOR Z NOMINAL RECEIVING MEMBERS AND 112°/ FOR FOR 3* NOMINAL RECOVING MEMBEIM RAT BLOCKING RME1010 10d NAILS SHALL BE 3" BY r NOMINAL OR LARGER. 11. 0AWWZED NAILS SK4LL BE HOT-OPPED OR 7UMBLED. iIAA"ACTt, rwy&w gm PFO-5342 NAIL SCHEDULE Ww Ww Pm vim wff*� ram.; m QwGE. into MAIN GAM-1 MIN. I,.. &1w 8 1 MIN. 1.�W 8d 0.131* 10- MIN. 1.570 0121' 11-'?l Ad &N& OW lod- 9 MIN. 1.7W 0.121r 10-1/21 MIN. I.W I NI 10.144r 0 MIN. 1W­ 0A21r 10-1A21 MIN. W f.Se WIRE Mk wm GALM p MAIN MIN. 1.5r I 6d 10. loan 8 MIK I.X 0.135- 10 MIN. j-Or 20d 10.11c 0 . MIK 2.W 0.14ir I MK 1.7ir 1310 10-1 SPECIAL BUILDER REQUIREMENTS SLOPING AWOR HIGHER OWTOM OM OF MM 2. FUMER SH04L PROVK ALL BLOCKINGS FOR NO" -DING PARMIONS, 3. WM 9J*= SHAD. FURNISH 7M MEIiM FOR FLU D" OF WWAC M U)= FMM W. 2Xt"IMMONG, M. 4. 7MM SUPPM SWU FURNISH ALL 2X ROOF FRAAM WhIBERS AND ALL RIDGE AM PERNM SLOWROS, U.M.O. (MUSS SUI FUrM FU)OR BLOCKINC P041S. 1-%M KDO(M ROBOW M. WHERE MW SUPPLIER 7COMWFLOOR TRUSSES) * PRE WM 904 AT QVWE WADER TO Pc ,emu CONNIMM TO SMOM FOR 9WM * PROM SWW-, I^. WR-38 (OR -CS100n, AT ALL WWM OUAM MMIED VMLLS TO WOW WE VUS WHERE mm 00 ON IJ*p. 7 PROMM WW*. IA.. VM-M. AT ALL SOERIOR 64100N FWM WNIS TO WOVOR SI1DE WALLS WHM PIAES DO WT LAP. & ALL 7RIMIM MUST K = FROM $41LL TO 7WAM PWAK HIM HL4W% o., HH4 & NO, At 901 SIDE OF 710440M $, an M ammmy; ("m) S. PROIM FUtL BEARING =WPOST UNOW ALL BOWS, HIADERS, AND WW MMU 10. USE CAL. NA" FUIND A ~M OF 111r.'IN LIEU OF SIAP= FOR SFUDW "M WERE PLYWOOD PAW SL%IKIE 0=ft 11. -PRM BUM AT MOM 1W SWING FOR GWAGE CUM IN ROW 12. OPSIONSS SIAL BE KfM WHIM Se OF PIYWOW SM PANEL SUBMIRKM I& WWN *L1W, IOB0 ER--013; CAN BE WBORNED FOR 1AW. 14. 1%W CMDAAMN SHALL. BE SUMIWD 10 ENONEER OF 7HE POW AND THM 10 7HE C17Y FOR CHECK AND APPROOL PRIOR TO COMMUCEIAW OF ANY FADWA71ONS, I& W"m MUL114LY ROW IMM 6 93WO ON PLANS, ONE PLY OF 7HE MUL11-PLY OHM IM CAN K f1j"M BY WSIALUNG M-MOSON -W CONWOORS AT ECH = OF EAM =0 VJSS POt THE MNAh1=1IRER APPWVAL (TOM OF 4-*Rr PER EACH GIRDER TRIM) 16. USE i-31,C t&L/LU FOk LAN( PLANTt­*aV9S OR SWM (1?* AND LOINP) 17 PONK OWNUOUS WOOD MMM (BOM" 80*0 FOW PMWMM AT SILL AIM ALONG WOM WALL. FROM. A PLY"D SHEOHING ", SWM WUS) IAJST WT BE IN CONTACT W11" CONCREIE %ABS OR MWW WALLS IN Polzolk-WET LomOom 1% USE qffUTNEK MOMM-80M PROYMM BOW LEWER, OU71.0010K CMEM POT -SHE TO ENHANCE W4EAPIM. ATrACHMENT. 20. WHERE PLYWWO SHOWHING (LE, 94FAR W0W OMM WMIIN 12 VEM OF AN OPEM PLYWOOD ShUU BE 000D ARM WIRE WWR OF OPIENINC TO BE FUAM IN PLANE FOR ALIGM M RIM FINISK ITEMSPER BUILDING DEPARTMENT 1. NME ON, OrAWM IM SU"= SIOLL SUM MAUVOW AND SHOP IMPOW SOO IN A WDISTM CAUL VaM 10 IW W"" M= MMM *W "M 70 ftN** IM SHOP WAIM FOR #"UM MOR'M W"W. SW MX= Mo MALMO SHALL BE S19IMMED 70 rsfE BUILDING SVW 910M FOR ACCEP70M Af= 7K. RCM*NBLE PMW ]DESIONER NO NOFW MS/KR ACCEPlANCE NO PRIOR TO FAMMOM MAS ORWO MUSr REFLECT CMWUANX Wfl" CBC =31010. 10"2 CAOLMM. AND SPOMMONS MUST K PREPARED By A MMM Wmme"m%wc"m& b). 7042A Fff-RESWK PRMMM OF WJM WHO REAUM BY TA%E $4. 1704 gMjM=L9W OF PREFAB RII�M CONSTRUMM fNCLW* REQUIRED X&n=1016 AND M.4.2 gwma-S NO FASTENERS SPAL BE INSTAL11,91) IN A00ORWM WON CBC CPAPIER 23, 23K4.4AND CHAPTER 1= V. FRWK 0;CE� mor 2 i 6mm Z 9 ss"Im WH =AND DEIAW F). 2MM111.2 VAX WARMS SRO AW WACO AT 24-M WWW" AND 70P K)qE tIAN TWO 2-" BY "M AND 00 MOB ARE W= AT MORE PON 16 _� ARE LE% TI TRUSSES 9VA.L WAR MW r OF 11HE SM QUEM OR A 7HIRD TOP PIAWW"BE DO NOT =LE PRWTS L Lj ZLI 20,,,r ok 3: P X ;ec p 8, LAJ C)o 6 e,6 M " oo zti - voi po a- Jj -0(/) 00 00, Iz- < WLI ILO LLJ *wmvmm < .00 LU ww-. "': < 1z �04 V... M5 R. 6 3 nzca 8 � mo u. ww zmr �;2 0 r- !:- zw U. IMF - a. of CC4' 0-6 z tz cm Co. .4Zr 14 LL 0 W �wM� w w Z z Z 0 aw W w Z Z 0 =00 C.0 Z 0 UJ Fow Z F� a. 0 0 0 0 0 ami 100 c/) - C0- cm ARMCT A NO. M-51041.00 PRAWN Eff oplo ow K %T 06/(*/2= KOT DATE 06/05/2= SH 114 .Sln3 joki P" �j 04IS13 ob �T Z 03 a SCALE: 1/41' . i f-o" FRAMING SYMBOLS & NOTES SITES $1HEAR WALLS. REFER TO SHEAR WALL. LEGM twINMATES SHEAR WALL LEHGT+I. x APPLY PLYWOOD SHEAR Mr AXERI& PRIOR TO CONSTMXWN OF Pop -out, FURRING, somr, OR *wEmr wm=Ns WALL a INIDICATES STRUCTURAL BEAMS AND HE-41DERS. - 4. INDINNES INTUVOR BFMNQ WADS. *MgM PORTM6 OF DEIAL 5. WOW WNL NUMBER WOW MKY WAY PIS TMLE. DEWYrES TABLE NUMBER OEM MILL BE WqO OEWFES SHEET NM mmUMBER AI, umm 0: WDICAlES WM Of QWF(~ FRAMW ". M OnM 0 24!m O.C.. WON A MAX SPM OF W-(r. swElo FRAmm emow). IN DICAIM REVISION NUMBER, INOCATES AREAS OF REVISION. & FRAMING LAYOU'T LEGEND: 9: WASTE -LINE AND PLUMBING WALL 11taw PLUMBING aA fJ 0 MK 2XS' k----�,DIRECTION OF WASTE LINE 0 vo OR INA W� WLN TROF WATER--CLOSETmll ACIE AT -FLOOR ABOW b)mw=G=wwmmm=bww w No 7OP wxw WG. WAM w" AS $1*01gam . vm INSWL am offemy Ifts 4, UNDER Top Pkmm A. mg=. 2mmum um somm No= Fi�� I 10. REFER TO ALL W SHEETS FOR GENERAL W07M GENERAL DETAILS AND CONSMUOMN SPECIMTIOW ISM GENERAL FRAMING DETAILS FOR FOLLOWING CONDITION&* SHEAR ELEMENT SCHEDULE & NOTES no wood" 0 --------- VLC.= SMIDIUR& PANELS Sm PL" Mm" PLM VENOM ANC"DIM "m %IOM &PA. PAW OWAnva p-ma led AT AM OW A.B. xx BAD= 04 Cow" W" * Ir N 4r AT OW AM I$r 0.0. 9 FIM (2X ME K)M (a MUM) (ALIAIME CONW. NO pO AP.k IM 0164HING (4-1ROO 16d AT sle ak A.B. 2X BACIM tAgitN 5d COMMON fftS 44 r 0-0'r-m w Af 32" 04- Ar OM AM Ir O;Q AT fl" OX ME RAM MvOsw 0am" mm". no PO 300 ".A. PAW sw-41166 WM Od OMMON IOU N 3* 0& RM lod a a% v I WROM AT SM *0 12' O.C. Paz. 'WATr t r O.C. sl= At 00. (a =1 yps" QUOMW MAC". 430 0) at WAj 3X AA.& PAM SHMM (-2)-F.*O 144 ff m% #.& v awm W/ WIN ad COW" WLS a 20 0& 9'WAGUM VrIe OA spacm STAGOEM ff ROOM me 120 (V SOLE RAM NN" a "a& *'T"WA4 Qum" Cw*w. so 10 Is/nm sfamm I "A mm W-80" 4"1 x r Olk Ad. M( aWW4 W1 SWO. W/10d COMMON 0" AT LAOS AT ir O'C' Vir OA SrAcam 9* 0& STA90M AT ED= tom. Pw_lDwm) NAI" *0 12! O.C. ff FW. Slow PLASH allg"Omw ALL ANCIlOR SMM REQUIRE SQUARE MX WASHEERS PER THE FOUJWNG TABM* BOLT CIA. . SIOLIARE PLATE WASHER SIZE air 31le X r X 2* (AT Zc MUD-Sw 1/4* X 2-112" X 2-1/2" (AT .3X MUD -SILL) VIC 511V X 2-3le X 2-3/e (AT ALL CAM) ANCHOR BOLT NUT'S SMALL 13E IWMNED JUST PRIOR' TO OMM THE FRAMING. 1. USE A.P.A. RATED SHEATHING PANELS, EXPOSURE 1. WITH EXTERIOR CLUE. (OW IS NXIEPTABLE 1*-UF-U OF PLYWOOD PAN EL& PAR"11CLESOMI) IS NOT ALLOWW). 2. ALL FRAkMING MEMBERS ARE TO BE DOUGLAS FIR AT A MAXIMUM OF IC O.C, U.N.O. ALL OTHERS MAY RE0LNRE STRUCTURAL CHANGE& 3. ALL PANEL EDGES MALL K SWKED WITH r NOIMNAL OR WIDER FRAMM. PANELS ARE TO BE DWALIM VERTICALLY. 4. ALL FRAM M MOMOM RECEIVING EI)GE WAILING FROM AW7TM PANELS SHML BE 3* NOMINAL OR WIDER AND NAILS MOLL BE STAGGERED WHERE MAILS ARE SPAM r O.C. OR LESS. (SEISMIC ZONES 3 AND 4 ONLY) 5. WHM A.P.A. RATED SIVATHINO IS APPLIED ON 807H FACES OF A WAIJ, AND NAIL SPACING IN LESS; THAN Ir O.C. ON EITHER ME, PANEL JOINTS SHALL BE MW TO FALL ON DIFFEMN IT FMM MEMBERS, OR FRWM SMALL. BE r NOMKAL OR THICKER AND NAILS ON WN SOE WALL BE SIAGGERED. 6. WI RE L04M OF A.PA RATED 9*ArTHING WEAR PMW EXCEEI) 4 FEET M=AAR 'III M, PROVIDE EQUAL PMEL SECTKW. APJL RJOW SHENNHO SHEAR WALLS SHALL. BE CONOMW WITH A.P.A. RATO SWATHING SHEETS NOT 43S THAN 4 FT X 8 FT, EXCEPT AT SOUNDARIM AND CHANCE IN MWNG WHERE MINIMUM SHEET DIMENSION SHALL. BE 2 FT. 7. APPLY SHEAR MAIM US PRIOR 10 FURRING, FROM earTom To TOP PLATES WON too INTERRUPTIONS, ((*AN BE APPLIED HORIZORIALLY OR VERT111ALLY). ALL PANELS WALL BE WITIFIED WITH THE APPROPRIATE GRADE MAW OF THE XPA OR D.F.P.& 9. TWO LAYERS OF GRADE 0 WEATHER RESWIVE PAPER SMALL BE APPUM OVER XPA. RATED SHE47HWG SHEAR PANELS AT EKTERM STUCCO WALL LOCATIONS ONLY. % THE MNMUM EDGE DISTANCE FOR NAILS IN THE RECEIVING MEMBERS AND THE XPA RATED SHFATHM SHALL 13E 3/e FOR 2- NOMINAL REOWING MEMBERS AND I12" FOR FOR r NOMINAL RECEIVING MEMBERS. FLAT BLOCKING REC"G 10d NAILS SHALL BE 3* BY e NOMINAL OR LARGER. it. GALVANIZED NAILS SHALL BE HOT-O"M OR TUMBLED. MAV CTLVISD tAN" APPROVAL AG.EW 00%AMID ; rWWU WF. MW W ICW PFC-45342 NAIL -SCHEDULE , -8d 10d 12d iewd *fIRE uk WIRE a% )GE Pla, w MEMBER 'Isr WIRE DIA. mils, wn cam 11-1 Mw I MOO w TT7 T 5:131" 1 �0-1 4 Mm. 0.148*1 9 Vft I:W 0.128r 10-1/2 MX 13F 14IN 9 I M111L 1.7ir 110.12r 10-1 SHIM.I Olk 'PENETWON #= ­ IWL AMEN.0A3lr MIN. 1.94" 1 10 MI.W 1 8 MIN.2-W 10.140' 91 Mim i 7Jr 0.131' %­Ia =' WIN. Isr SPECIAL BUILDER REQUIREMENTS lftmm� 1. MAME WOW WMS Rn MW (BNOW ff#A*) 10 SLOM. AN MW 80170M OM OF 710M 2. FRAM SHU PROVME ALL BLOCOM FOR NO*-WJVM PARTITIONS. 3. WAS SUPPLIER SWL FLOW 7M WWW FOR FULL DWIN OF 9"M (LF, WS25 MUM WL 20 BAMW M). 4, NO SWM MAMA. FUMM ALL 2X OW RWW MEWMS AND ALL RIDGE AND PON= BLMNGS, UAO. (MM SIJPF= SOL FURN�.} MWWFON"I-JW MDCMNGS, MOW. M WNW T"WPKIER IS PWAM nWR 5. "M W'SON BC4 AT MW HEJ= 10 POST/10M 01I1M MM TO SM9E FOR DWMX & PRM STM; Le. USPe-30 (OR CS100n AT ALL XMW)R WUM FIVM WALLS TO MOM SIDE WAW WHERE: "m 00 NOT LAP. 7. PRM 3M. IA.. 11WA-3k AT AlL WWR WUAW FOWD ULLS TO WWR SK WALLS WNW PLATES.00 X" UP. ALL 7104M WJST BE COWMM MM SILL TO TWJ". PROIAK WADER WW% 1A, HH4 & HHk AT EACH mDE OF r*am FaR e ANT? 06 mmom sopmur, Wm) 9, PROM FULL MRING =WPM LqW ALL SEW, WAIM, AND ORDER 7MMM 10. USE 04WMM WiLS, FL M A WNW OF I/r, IN UEV OF STAPLIM FOR STM F10H WIM PVY#WO PANEL SLMIM OCCURS. 11. PRNK 0" AT MWAN lfr SFMO FOR QYVA CEIM IN WING. 12. OPOM %IALL BE RMS WITHIIII 32" OF PI.YWOODi SHIRR RM SJMWXL I& SIMPWN 1W. 00 ER-5313. OM BE OMMM FOR OAW. 14. MM MOAMM SHALL. BE K01=10 DONW, OF INE =M, NO TM TO 1HE CITY FOR CHECK AND APPWK I 10 COMMIMM OF ANY fX§lICA7M- 15. WHEK 10JIM-411Y ROW CARTIAMS IS S;&M LATE PI.Y OF 'fibWL71-KY GIRM MISS CAN BE ELAWTED SY RMAM (2)-UMM Do OF M ONWR IN= PER THE WJSS WMXXWM NVIOML (IMAL OF 4--W PER E" OF= TRUSS-) It USE 1,3/4!' TS.L/LVA. FOR LAND RIOT-SaVIM OR SMM (Vd: AND LONM) 17. PRM CM311.10US WOOD MAW* (BAMV) BMD FON PRUMM AT OLL AIM ALONG WOM WALL FROMM I& PLYWOCS SWATHING (LE, SHEA V" MW NOT BE IN CWW WITH CONCRUE SLABS OR MAMW WALLS 04 FOTWK W L000M. 19 USE BITUINME 10MM-801M PROTOMM BEHIM LEOCK OAMM. CORW.% POT-SH&VE% TO DOME WIERPIW ATIACHMElff. 20. WWRE PLYWOOD =U"= MWALL) OOM WOW 12 900 OF AN OPE104. PIT*= SWM BE COM AM" 0 BE AWa IN PLANE FOR A1,00 AM M)SH ANIM ITEMS PER BUILDING DEP-ARTbINT WOW 1. mm ON mwmns. 41mm appm swm mw CAMMM me Sw wwam ma BY A MIS; Cam,. mm 70 w m9mm MACT OEM" *m omn 70 IVAN 1w sw mmm FOR Acco"m mm To fmnwm aw 0"m AW CAMUM spa BE Smm m w www SAFETY mm FOR Awww" mm -m mwam" ffo= omm ws. mm ms/m MUM= me Fim To fomwAm imm mvmm mm mmi compumm mm cac swnm* Imm aa=WK MWW MUST BE PREPMED OY A ChROM aWrM AM SM C b) X4.0 FRE-ROWNE PMECIM OF TOSSES WHM WWRED BY TWE 6-A. C). 1704 am PPMAOMCARD CONS11WC101 INM1100 REMM INN IONS AND 23K4,2 AND FASTENIMS MAIL BE ISTALLED IN ACCOPAOM WON CBS CWM 23, 23K4,4 OW�RMW"COM=V. PROM 10F �W5MAj90M M. F� 232MIll WHEN BEARM SM ME SPACED AT 24-M WWWAS AM TOP PIAMAI;x Lm INAN TWO2-m By "MR MD WHIN ARE SPACED Ar hM TW Ir INTERAM SUCH I mml ffm ON S." OW WM OR A IM TOP PlAlf 919L BE w cl 93 V z z z id a WF = - U8 _ ;ocn Z � Via. :C:n) t7 CN C) �0 W= 00 Uj z a_;(500 -(6 5-59 �:f2 "00 zoo 2 6!� -mi o ommw x m z „ ij'� z z co ee Z 8 vz) w Mw ww c1:5 02 cr. 00� x 'n' L : 0 ZI 01, --j � z 9 r%.%* >awc Uwl ai :W35 11 ZW lZ13 z wzm, 20 ig 0 z j yo ix _0j (0 OwS PF_ zx )z z S z 0 U� no: ZW ik (ge ta 0 a. jE 0 '1r*4 0403, ax 1E an lox b4p AJ6Et.t # LAJ ox 19 RE W cc cf Uj w w z z W_ w Z z Q C3 z 0 co am 0 00 cI) c/) AR041ECT JOB ft BSO-51041.00 DRAWN BY OFMON ONE BID SET 06/05/2003 PLOT DATE 06/05/2000 SKET NO. Slv4 DO NOT SCALE PRINTS . ......... . ......... . . . .. ...... CAD FILE: 51041S1 4 J U N 0. 21"Ill.4' f'?)-MlQTAAR nR Ml-t^S1 AYA " PFR TnP PI ATF qpi irF W SCALE: 1/4 it = 1 '-o" FRAMING SYMBOLS & NOTES X INDICATES SHEAR WALLS. REFER TO SHEAR WALL LEGEND. 1. _ INDICATES SHEAR WALL LENGTH. 2 X APPLY PLYWOOD SHEAR MATERIAL PRIOR TO CONSTRUCTION OF _ POP -OUT, FURRING, SOFFIT, OR ADJACENT INTERSECTING WALL. 3. OX INDICATES STRUCTURAL BEAMS AND HEADERS. 4, t,zr'_\ INDICATES INTERIOR BEARING WALLS. 5, _ �c INDICATES PORTIONS OF DETAIL DENOTES DETAIL NUMBER X DENOTES TABLE NUMBER WHICH MAY VARY PER TABLE KZ X DENOTES SHEET NUMBER DETAILS SHALL BE APPLIED ALONG ENTIRE LENGTH OF WALL. 6, INDICATES AREAS OF CALIFORNIA FRAMING. (MIN. 2x6 RAFTERS ® 24" O.C., WITH A MAX. SPAN OF 8'-0-. BRACE TO FRAMING BELOW). 7 INDICATES REVISION NUMBER. INDICATES AREAS OF REVISION. 8. FRAMING LAYOUT LEGEND: 9. WASTE -LINE AND PLUMBING WALL BR'G. WALL ( �-._ PLUM WALL KING OR BM.) MIN. 2X6 DIRECTION OF &�. INDICeTES (,`�-INDEPENDENT SIMPLY SUPPORTED MEMBERS WASTE -LINE BR'G. WALL CPR. BM.) :. _TRACE OF WATER -CLOSET b). INDICATES CANTILEVERED SIMPLY SUPPORTED MEMBER AT FLOOR ABOVE BR'G. WALL 10. BEAM/HEADER TIGHT TO PLATES INDICATES NO TOP TOR BM.) CRIPPLES ABOVE BEAM/HEADER AS SHOWN BELOW. s INSTALL BEAM DIRECTLY UNDER TOP PLATES c). INDICATES CONTINUOUS SIMPLY SUPPORTED MEMBER 10. REFER TO ALL "SN" SHEETS FOR GENERAL NOTES, GENERAL DETAILS AND CONSTRUCTION SPECIFICATIONS. SEE GENERAL FRAMING DETAILS FOR FOLLOWING CONDITIONS: SHEAR ELEMENT SCHEDULE & NOTES WOOD STRUCTURAL PANELS SOLE PLATE MUDSILL PLATE VERTICAL dt NAILING ANCHORAGE HORIZ. JOINTS 3/8- A.P.A. RATED SHEATHING R?)-ROWS 16d AT 5/80 DIA. A.B. 2X BACKING P6 A�ANz ALD. 6ED oc AT FIE(2X STAGGERED (X MUDSILL) (ALLOWABLE CAPACITY 260 plf) 3/8- APA RATED SHEATHING (2)-ROWS 16d AT 5/8- DIA. A.B. 2X BACKING P4 WITH 8d COMMON NAILS AT 4" O.C. 4" O.C. STAGGERED AT 32. O.C. AT EDGE'S AND 12' O.C. AT FIELD. (2X SOLE PLATE) (2X MUDSILL) (ALLOWABLE CAPACITY 350 plf) 3/8" A.P.A. RATED SHEATHING P3 WITH 8d COMMON NAILS AT 3' O.C. (2)-ROWS 16d AT 5/8- DIA. A.B. 3X BACKING W/ STAGGERED AT EDGES AND 12' O.C. 3" O.C. STAGGERED AT 16. O.C. STAGGERED AT FIELD. (2X SOLE PLATE) (%rG. E.N. NAILING (ALLOWABLE CAPACITY 430 plf) do 2X MUDSILL) 3/8- XPA RATED SHEATHING (2)-ROWS 16d AT 5/8- DIA. A.B. 3X BACKING W/ WITH 8d COMMON NAILS AT 2" O.C. 2' O.C. STAGGERED AT 12' O.C. STAGGERED P2 STAGGERED AT EDGES AND 120 O.C. (2X SOLE PLATE) (STAGG. E.N. NAILING AT FIELD. & 2X MUDSILL) (ALLOWABLE CAPACITY: 585 plf) 15/32' STRUCTURAL I AA PRATED (2)-ROWS 3/8.0 X 6- 5/8- DIA. A.B. 3X BACKING W/ SHT'G W/10d COMMON NAILS AT LAGS AT 8" O.C. AT 12. O.C. STAGGERED P2 2" O.C. STAGGERED AT EDGES (STAGG. & PRE -DRILLED) (STAGG. E.N. NAILING AND 12" O.C. AT FIELD. (3X SOLE PLATE) do 3X MUDSILL) (ALLOWABLECAPACTTY. 870 plf) ALL ANCHOR BOLTS REQUIRE SQUARE PLATE WASHERS PER THE FOLLOWING TABLE: BOLT DIA. SQUARE PLATE WASHER SIZE 5/8" 3/16" X 2" X 2" (AT 2X MUD -SILL) 1/4- X 2-1/2- X 2-1/2" (AT 3X MUD -SILL) 3/4" 5/16" X 2-3/4- X 2-3/4- (AT ALL CASES) ANCHOR BOLT NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE FRAMING. NOTES: 1. USE A.P.A. RATED SHEATHING PANELS, EXPOSURE 1. WITH EXTERIOR GLUE. (OSB IS ACCEPTABLE IN -LIEU OF PLYWOOD PANELS. PARTICLEBOARD IS NOT ALLOWED). 2. ALL FRAMING MEMBERS ARE TO BE DOUGLAS FIR AT A MAXIMUM OF 16" O.C., U.N.O. ALL OTHERS MAY REQUIRE STRUCTURAL CHANGES. 3. ALL PANEL EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING. PANELS ARE TO BE INSTALLED VERTICALLY. 4. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 3. O.C. OR LESS. (SEISMIC ZONES 3 AND 4 ONLY) 5. WHERE A.P.A. RATED SHEATHING IS APPLIED ON BOTH FACES OF A WALL. AND NAIL SPACING IN LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS, OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 6. WHERE LENGTH OF A.P.A. RATED SHEATHING SHEAR PANELS EXCEED 4 FEET MODULAR WIDTH, PROVIDE EQUAL PANEL SECTIONS. A.P.A. RATED SHEATHING SHEAR WALLS SHALL BE CONSTRUCTED WITH A.P.A. RATED SHEATHING SHEETS NOT LESS THAN 4 FT X 8 FT, EXCEPT AT BOUNDARIES AND CHANGE IN FRAMING WHERE MINIMUM SHEET DIMENSION SHALL BE 2 FT. 7. APPLY SHEAR MATERIALS PRIOR TO FURRING, FROM BOTTOM TO TOP PLATES WITH NO INTERRUPTIONS. (CAN BE APPLIED HORIZONTALLY OR VERTICALLY). 8. ALL PANELS SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE MARK OF THE A.P.A. OR D.F.P k 9. TWO LAYERS OF GRADE D WEATHER RESISTIVE PAPER SHALL BE APPLIED OVER A.P.k RATED SHEATHING SHEAR PANELS AT EXTERIOR STUCCO WALL LOCATIONS ONLY. 10. THE MINIMUM EDGE DISTANCE FOR NAILS IN THE RECEIVING MEMBERS AND THE A.P.A. RATED SHEATHING SHALL BE 3/8" FOR 2- NOMINAL RECEIVING MEMBERS AND 1/2" FOR FOR 3" NOMINAL RECEIVING MEMBERS. FLAT BLOCKING RECEIVING 10d NAILS SHALL BE 3" BY 4" NOMINAL OR LARGER. 11. GALVANIZED NAILS SHALL BE HOT -DIPPED OR TUMBLED. MANUFACTURED PANELS APPROVAL AGENCY H HARDY FRAME AND HARDY PANEL MANUFACTURED BY SIMPLIFIED STRUCTURAL MS ICBO PFC-5342 xxx OWABL.E CAPACITY: SEE MANUF. LITERATURE NAIL SCHEDULE CommoN BOX 16d $IN WIRE WIRE PENETRATION DIA. GAUGE INTO MAIN MEMBER Bd 0.131- 10-1 MIN. 1.57- 1Od 0.148" 9 MIN. 1.78' 12d 0.14801 9 1 MIN. 1.78' 16d 0.1152"1 8 1 MIN. 1.94- 20d 0.192' 6 MIN. 2.30' WIRE DIA. WIRE GAUGE PENETRATION INTO MAIN MEMBER 0.113" 11-1 MIN. 1.36" 0.128" 10-1 MIN. 1.54" 0.128" 10-1 MIN. 1.54' 0.135" 10 1 MIN. 1.62" 0.148" 9 1 MIN. 1.78" WIRE WIRE PENETRATION INTO MAIN DIA. GAUGE MEMBER 0.148' 8 1 MIN. 1.78" 16d P-NAIL (GUN) WIRE WIRE PENETRATION DIA. GAUGE INTO MAIN 0.131" 10-1 MIN. 1.57" SPECIAL BUILDER REQUIREMENTS 1. FRAME INTERIOR WALLS FULL HEIGHT (BALLOON FRAMING) TO SLOPING AND/OR HIGHER BOTTOM CHORD OF TRUSS. 2. FRAMER SHALL PROVIDE ALL BLOCKINGS FOR NON -BEARING PARTITIONS. 3. TRUSS SUPPLIER SHALL FURNISH TRUSS MEMBERS FOR FULL DEPTH OF HARDWARE. (I.E. WS26 REQUIRES MIN. 2X6 BACKING. ETC.). 4. TRUSS SUPPLIER SHALL FURNISH ALL 2X ROOF FRAMING MEMBERS AND ALL RIDGE AND PERIMETER BLOCKINGS, U.N.O. (TRUSS SUPPLIER SHALL FURNISH FLOOR BLOCKING PANELS, I -JOIST BLOCKINGS, RIBBONS. ETC. WHERE TRUSS SUPPLIER IS PROVIDING FLOOR TRUSSES.) 5. PROVIDE SIMPSON BC4 AT GARAGE HEADER TO POST/TRIMMER CONNECTION TO STABILIZE FOR ERECTION. 6. PROVIDE STRAP; i.e.. MSTA-36 (OR CS16X361, AT ALL INTERIOR BALLOON FRAMED WALLS TO EXTERIOR SIDE WALLS WHERE PLATES DO NOT LAP. 7. PROVIDE STRAP; i.e., MSTA-36, AT ALL EXTERIOR BALLOON FRAMED WALLS TO EXTERIOR SIDE WALLS WHERE PLATES DO NOT LAP. 8. ALL TRIMMERS MUST BE CONTINUOUS FROM SILL TO TRANSOM. PROVIDE HEADER HANGER; i,e., HH4 HH6, AT EACH SIDE OF TRANSOM FOR 4' AND 6' TRANSOMS, RESPECTIVELY; (U.N.O.) 9. PROVIDE FULL BEARING STUDS/POST UNDER ALL BEAMS, HEADERS, AND GIRDER TRUSSES. 10. USE GALVANIZED NAILS, FURRED A MINIMUM OF 1/4'. IN LIEU OF STAPLES, FOR STUCCO FINISH WHERE PLYWOOD PANEL SUBSTRATE OCCURS. 11. PROVIDE BLK'G. AT MAXIMUM 16" SPACING FOR GARAGE CEILING FIRE RATING. 12. OPENINGS SHALL BE FURRED WITHIN 32' OF PLYWOOD SHEAR PANEL SUBSTRATE 13. SIMPSON "LTP40, ICBO ER-5313, CAN BE SUBSTITUTED FOR "A35F-. 14. TRUSS CALCULATIONS SHALL BE SUBMITTED TO ENGINEER OF THE RECORD AND THEN TO THE CITY FOR CHECK AND APPROVAL PRIOR TO COMMENCEMENT OF ANY FABRICATIONS. 15. WHERE MULTI -PLY ROOF GIRDER TRUSS IS SPECIFIED ON PLANS, ONE PLY OF THE MULTI -PLY GIRDER TRUSS CAN BE EUMINATED BY INSTALLING (2)-SIMPSON -TBE' CONNECTORS AT EACH END OF EACH GIRDER TRUSS PER THE TRUSS MANUFACTURER APPROVAL (TOTAL OF 4--ME' PER EACH GIRDER TRUSS.) 16. USE 1-3/4" T.S.L/LV.L FOR LONG PLANT -SHELVES OR SOFFITS (8'f AND LONGER) 17. PROVIDE CONTINUOUS WOOD BLOCKING (BACKING) BEHIND FOAM PROJECTIONS AT SILL AREAS ALONG EXTERIOR WALL FRAMING. 18. PLYW09D SHEATHING (I.E., SHEAR WALLS) MUST NOT BE IN CONTACT WITH CONCRETE SLABS OR MASONRY WALLS IN POTENTIAL WET LOCATIONS. 19. USE BnUMENE MOISTURE -BARRIER PROTECTION BEHIND LEDGER. OUILOOKERS, CORBELS, POT -SHELVES, TO ENHANCE WATERPROOFING ATTACHMENT. 20. WHERE PLYWOOD SHEATHING (I.E, SHEAR WALL) OCCURS WITHIN 12 INCHES OF AN OPENING, PLYWOOD SHOULD BE CARRIED AROUND ENTIRE WIDTH OF OPENING TO BE FURRED IN PLANE FOR ALIGNED AND FLUSH FINISH. ITEMS PER BUILDING DEPARTMENT 1. NOTE ON DRAWINGS: 'TRUSS SUPPLIER SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS SIGNED BY A REGISTERED CIVIL ENGINEER TO THE RESPONSIBLE PROJECT DESIGNER WHO AGREES TO REVIEW THE SHOP DRAWINGS FOR ACCEPTANCE PRIOR TO FABRICATION. SHOP DRAWINGS AND CALCULATION SHALL BE SUBMITTED TO THE BUILDING SAFETY DIVISION FOR ACCEPTANCE AFTER THE RESPONSIBLE PROJECT DESIGNER HAS NOTED HIS/HER ACCEPTANCE AND PRIOR TO FABRICATION. TRUSS DRAWINGS MUST REFLECT COMPLIANCE WITH CBC SECTIONS: a). 106.3.2 PLANS, STRUCTURAL CALCULATIONS, AND SPECIFICATIONS MUST BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. b). 704.2.8 FIRE -RESISTIVE PROTECTION OF TRUSSES WHEN REQUIRED BY TABLE 6-A. c). 1704 REGULATION OF PREFABRICATED CONSTRUCTION INCLUDING REQUIRED INSPECTIONS AND CERTIFICATIONS. d). 2304.4.2 CONNECTORS AND FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH CDG CHAPTER 23, DIVISION 111. a). 2304.4.4 METAL -PRATE -CONNECTED WOOD TRUSSES SHALL CONFORM TO CHAPTER 23, DIVISION V. PROVIDE EVIDENCE OF REQUIRED FABRICATION, STORAGE. HANDLING AND DELIVERY INSPECTIONS. F). 2320.11.2 WHEN BEARING STUDS ARE SPACED AT 24-INCH INTERVALS AND TOP PLATES ARE LESS THAN TWO 2-INCH BY 6-INCH AND WHEN TRUSSES ARE SPACED AT MORE THAN 16' INTERVALS, SUCH 0 TRUSSES SHALL BEAR WITHIN 5" OF THE STUDS BENEATH OR A THIRD TOP PLATE SHALL BE INSTALLED. r w 4 � t,�-ram,• � .� C�l E-4 Alt'6 6 � ��� 01 f kY tLi ` <C o o E m 04 Lo o O Li w O a �w O 0WO co uj Ov V_ NWO_ 0]m O �c I M cn Ui wZZ i i c >, m Z WcitW W ' W U 0 z .•� o 0 z zo a t- U .0 t9 • w v Z vi �w w� z= O � OU�z owQ�w� Q . z¢ oo-a W ory_ x< z= CN dU `t O~ C/) O p U W Uo'1- W � �LAJ �5O o w ry N p00 �0Zzx f- oryV)oa� a � g�aa�= Ow m C° o r=- � U CO Wo0z4W J - E- w >- Z L_Ij w I- = z z >UOcnw Q00 ryzWUzo Qw j { gz0=o .� r-- w a � U F-U Ww> x� z w= 0� Lu 0 W Q Q xr ujz ¢zw0 L Wz= w CL z��oa zLj o..w3No W W Z W 0 0 ow< -TQ= z = F- D _P3 F_ 0 Q v) _ � F--o mo 0wo W� 0Zmw �<xa OwZF- w a- 00 0 F-- 0X zz 0 N rn I Lo o Lo co co N04 cn 'd w¢ °%E N O X U I v to 0 W ti= i o �S v Lo 3 Qu mLo 3 111� O Qi cn uj N 2:a- 3:: uj W Z_ C) z w w W w 0 Zz .� � o J Q O cn F z CL 0 oU U) U) ARCHITECT JOB NO. BSB-51041.00 DRAWN BY OPTION ONE BID SET 06/05/2003 PLOT DATE 08/15/2003 SHEET NO. Slm5 DO NOT SCALE PRINTS CAD FILE: 51041 S15 12** (1)--STORY; 15" (2)-STORY MIN, 10" 180 18" �2)-STORY EXTERIOR & GARAGE FTG., �l �-STORY; 18" 1 -STORY; 18" 2)-STORY INTERIOR FOOTING 6" (1)-STORY; 7" (2)-STORY MIN. 4" (ACTUAL) CONIC. SLAB W/#3 BARS AT 18" 04C. EACH WAY AT SLAB MIDHEIGHT. (PR VIDE 013* SHAPED DOWELS AT MAX. 32" O.C. EXTEND DOWELS MIN. 32" INTO SLAB AND MIN, 12" INTO FOOTINGS.) SAND OVER 6 MIL, POLYETHYLENE VAPOR BARRIER OVER F 1"SAND OVER PAD GRADE PREPARED PER SOILS REPORT (2)�#4 BARS AT TOP AND (2)-#4 BARS AT BOTTOM. MIN. . 4s' (ACTUAL) CONC. SLAB W/#3 BARS AT 181" O.C. AT SLAB MIDHEIGHT. SAW -CUT SLAB IN QUARTERS. E(DI 6" (l)-STORY; 8" (2)-STORY (MIN. 8" AT HARDYFRAME) a.4 A . 1 4 4 MIN. 5" LEDGER AT NQIL§ 1. WILLULU WIKL MtZ$H �iHQULU NVI t5t V�otU. MIN. SOILS REPORT 4f VENEER, SEE ARCH. 2. PROVIDE CHAIRS OR CONC. BLOCKS FOR REBARS -ANID- wi= FOR PROPER POSITIONING. W669 3. MAX. WATER CEMENT RATIO OF 0.55 FOR CONCRETE SLABS. WWO AM THREW RM ATufmw- 4. PER SOILS REPORT FOUNDATION AND GRADING PLANS -kap OMW AT WWOR MCMIM, A. ON.DMM- MD ALL 1HREAD RODS AT WEROR wvuu rv,-) I W/ mou 11 rt :SHUULU BE KtVitWLU BY UtVltt.;rlNPlAL r_llt7lt4r_r_M- PROVIDE LEVELING NUT AT MOM 00MMK STANDOFF BASE PER PLAN & WASHER UNDER I -.Van DIA, BOLT i 1 PANEL SLAB DEPRESSION AT GARAGE MAN -DOOR 5 EXTERIOR GARAGE FOOTING FOUNDATION SCHEDULE �O"'"<Frrrrl.�-'��� LOW EXP. W/o MUD -SILL 1-1/210 Qff=PA0K o A PROVIDE LEVELING NUT &L AND WASHER UNDER GARAGE CURB 1/2" FIBERBOARD PANEL 6! li 4 '. . SIMP. HPAHD22-2P BEYOND EXPANSION JOINT MIN. 2x P.T.D.r. SILL PLATE WITH 14 WITH 16d NAILS NOTE: -USE SIMP. MATERIAL 5/80 DIAMETER ANCHOR'BOLTS AND 7/8" OR 1-1 8* DIA. ALL -THREAD TO MIN. 44 POST, HPAHD22 AT: ONE �4 DEPRESSION MIN. 2"XVX3/l 6" SQUARE WASHERS CONDITION FOR 1-1/8- DIA. 3 p V CONCRETE DRIVEWAY 'ROD (�307) MIN. 3* SO, X 1/2 OR POUR FDN. (NO A GARAGE DOOR AT MAX. 72 O.C. (U.N.0) BOLT ONLY. (SET PANEL SEE SOIL REPORT AND COLD JOINT THICK A36 ANCHOR PLATE WASHER SIMP. STHD14 COLD JOIW) IF SEE PLANS. DIRECTLY OVER CONCRETE ARCHITECTURAL DRAWINGS FLAT CONTACT SURFACE .-W I CAN. ONLY NUTS OR TACK WELD TO SURFACE.) WITH 16d SINKERS APPLICABLE. COLD JOINT SEE SHEAR WALL SCHEDULE FOR CAN. ONLY PANEL W/ 7/8"0 BOLTS MWEEN FOOTING POUR & INSTALLED OVER 2X SILL.) CONDITION WHERE PANEL RESTS 71W DIA. BOLT TO MIN. 4X4 POST AND SLAB POUR SHALL NOT PLATE WASHER SIZE DIRECTLY OVER CONCRETE SURFACE. (REFER TO MANUF. SPECS.) ANCHOR BOLTS SHALL BE EMBEDDED 7/8" OR 1- 1 /8" DIA. ALL -THREAD •:4 BE LESS THAN nB v 7-, MIN. 7* INTO FOOTINGS' (FIRST POUR). - ---------- -SILL ROD 2X OPTIONAL I OVER MUD (A07) W/ MIN. 3" SQ. X 1/2" COLD JOINT NAILER THICK A-56 ANCHOR PLATE WASHER DOUBLE NUTS OR TACK WELD TO H DOWELS PER A E FORM RO/D. ONLY PANEL 7/8nO BOVS E BOARD MAX. 2X WIN CAN BE INSTALLED OVER 2X SILLPERIMETER FOOTING HOLD -BACK GARAGE SLAB. FOUNDATION MUD -SILL .6" 6 W SEE PLAN C SCHEDULE A EXTEND DRIVEWAY TO INSIDE 6" MIN. FACE OF GARAGE CURB 12" MAX. -SILL- AI MAX. 2X MUD UNE a. ALIGN WITH BEYOND. -A BOTTOM OF MIN. 3/4" -A r .4' *01 -4 '"ll: J, E 08 DEPRESSION ENGINEERED 4 2X JAMBs SEE PLAN AMCENT PERIM R 'A 4 S F ..IQL> JWR .1 IA FILL FOOTING SEE PLAN 4 A, 4,4 *D. P c 41 , <-I . . . I I lq J,_ 4 1-34i�4SAO. COMPACTED LL • A' '#H r•4' 4 A '4 SO4 41 AS' REQ*D. P A - . , - ;.. 'A % 4. AD" ! I • 41 -• SILS REPORT 14 ON -4. - 0 " A LL.,-%R:• D cy• 4."q 4 4 WHERE DOWELS OCCUR, 4 T 4 ACT E -WIDEN CONTACT AREA MIN. 5" tfN_R AT 16-1/4" WAMD22-2P BETWEEN SLAB AND WN. 4!_6* 23 MIN. _W_�lfiilw_ VENEER, SEE ARCH, 4j, -4. STWO14 DEEPEN FOOTING FOOTING FOR MIN, 3" MIN. 3!=Q* AT HARDY FRAME MIN. 3*=Ql--. CONC. COVER AT BAR AS DEEPEN FOOTING AS REWD. � �s' AS REQUIRED. ALT NOE NOE: DASHED LINE INDICATES. 6 C% REFER TO MANUFACTURER SPECIFICATION & ELEVATION REFER TO MANUFACTURER SPECIFICATION & ELEVATION Como. 03/=3 1 ] ;/2,112 I.C.B.O. REPORT FOR INSTALLOON REQUIREMENTS. e 4". $ Ar Pow I.C.8.0 REPORT FOR INSTALLATION REQUIREMENTS. 035 15 18a HARDY FRAME PANEL CH�� AT FOOTING 13 18m HARDY PANEL (HF) AT GARAGE FOOTING 10 SIMPSON HPAHD22-2P STHD14 6 GARAGE GRADE BEAM 2 EXTERIOR FOOTING (2-POUR SYSTEM) _0 It OF PANEL Vo�CENTER HOLDOWN ON POST SHER AN BEA RIN WA N-11TE., HOLDOWN C' -SECTIO!_IA AUM MIN. 2x P.T.D.F. SILL PLATE WITH INSTALL PER HARDY PANEL "01-3/4 ROSS -THREAD ROD WITH (2) 5/8-v DIA. X 100 2x STUDS 5/80 DIAMETER ANCHOR BOLTS AND APPROVED SYSTEM GROUND --41-- A307 ALL LONG ANCHOR 8OLT 0 CLAMPS SHALL BE ACCESSIBLE - SPECS, & ICBO PFC-5342. SIMPSON HOLDOWN PER PLAN. 3"x3*xl/4* STEEL PLATE, WiTH 2# X 2# X 3/16" MIN. 2"X2*X3/16* SQUARE WASHERS HARDY -FRAME PANEL ATTACH HOLDOWN TO MIN. 4X4- AT 130TIOM WITH DOUBLE SQUARE WASHER PER 0 2X P.T.D.F. SILL AT MAX. 72" O.C. (U.N.O.) CUT WASHER AND NUT. TIGHTEN (SIZE PER PLAN) POST W/ SHEAR EDGE NAILING. NUTS. (ALT.: SIMPSON '"BP*) EARS PLT.� U.N.O. MIN. COLD JOINT SEE PLANS. NONMETALLIC PROTECTIVE SLEEVE FRAME END BOLTS SNUG. I , NUTS. ROD DbkMETER = SEE SHEAR WALL SCHEDULE FOR E_ ION I MIN. - 2X P.T.D.F. MUD- 101 5/8* DIA.: HTT22 (FLAT CONTACT SURFACE PLATE WASHER SIZE. STUCCO SCREED BETWEEN FOOTING POUR HARDY PANEL REINFORCED CORNER SILL PLATE OR 1-1/2" COLD JOINT DIA.: H HD10A WHERE OCCURS SEE ARCH. FOR AND SLAB POUR -SHAH NOT ANCHOR BOLTS SHALL E EMBEDDED 1 DIA.: I MIN. 7* INTO FOOTINGS (FIRST POUR). DRY -PACK (SEE BELOW) 0 FINISH MATERIAL BE LESS THAN E iorA - - - ----- ANCHOR BOLT TEMPLATE BY orA lklt%- N wt , I a xm- -0 EXTERIOR HARDY FRAME MIN. ROD EMBEDMENT= X V MIN. -!QN=:a EAR/NON W-A FOUNDATION _:>A. " - - j 12"' MTT288/HTT2-2 MIN. 8" AT 2x P.T.D.F. SILL THOWER MIN. ANCHOR BOLT PHP8/H HDIOA SHOT PINS WCADl.UM 18 IVIDUAL PIERS- DOWELS PER E '4. DASHED LINE INDICATES COLD- 4 PROJECTION WASHERS 0 MAX. 32" O.C. x IXD 4 2e: HD1 4A FOUNDATION JOINT AS COND. OCCURS 1. le.s, NO CONCRETE U.N.O. ON PLANS. 7 M A Pei (U.N.O. PER P.T. PLANS) FLOOR OR DECK SCHEDULE I ffi � - A., ol GROUND ELECTRODE (2)-POUR 40. 8" ENT. PRES t4 tiA MIN.., Ra EIN. SLAB SHALL BE TERMINATED ENG. FILL W//Ml L=2xEMBED.+24" FOUNDATION 1 \ R M_ "t F5-7-7 11 IN A DRY LOCATION • 4 (ALT. L ORA LL 9 BAR TOP & B07Tom SYSTEM. 41A I x • • 4 IN" Ir. .".. j.." %7.. 1 .1dr r. GRADE 08 , "// .7 PH" 14 I -POUR rrG.) 4.4', .;L NISH CONC. PEDESTAL AND PAD TO BE ONE POUR. U BARS 'R� i4 " , 's ... & GRADE ENGINEERED CENTERED ON HOLDOWN n 2" MIN. (TYP. AT NO Etlil,gdKo k I I : DEEPEN FVG. AT PROVIDE FILL (NOT TO ADD (1) 4 AT T/B COMPACTED FILL Z 12" OfWHERE "X*' EXCEED 4") HOLDOWN 04 REINFORCEMENT STEEL A 4L 13 20 FOOT MIN. /HDlCiA/HD14A AS REVD. PER 4 ATER THAN 8 2 - 4 BARS AT TOP & PHD8/ mul ': ., IS GRE OR #4 COPPER WIRE. FOR 200 AMP. SERVICE 14� If U.N.O. (L=2xEMBED.+36" SOILS REPORT 2 - 4 BARS AT BOTTOM i DEPTH TO AND LESS THAN 14 USE 20 FOOT MIN. #5 REINFORCING STEEL -fm n orKin FOR H 4A. U.N.O.) UAT(%W PnTT DIMENS 00AVInC' Al �VNIIADC E im ft, Dl if OR EQUIVALENT BARE COPPER WIRE J 20'-0- MIN. BAR AT CORNER COND.) PLACE BARS 3-1/2' CLR. 14* MIN. 0 DTL_ ROD DIA. EMBED. "H REMARK NOT FROM TOP & BOTTOM. CENTER EXT. C 1 7/r H=21 GROUND ELECTRODES TO BE INSTALLED IN EXTERIOR BARS ON PANEL 24' MIN, -4 2 1-1/8" H 36" REMFOR rAl IMnATInM4Z Aq PVP I IF17P TP'!ZT P17PORT W14FN AVAIL ARI F` COND. RM AT EXTEM WOOD POST W/ ABU TYPE AT IWERM COMM=. .At Smp. SSTS BOLT TME HOUXNN 2-POUR I -POUR wffm SSM24 SS WV mm N/A SSM24 PIlWNDI0k SM134 SST826 H014A N/A N/A OL OF PANEL HOLDOWN CRO,98- SECTION '*Aw OF PANEL HOLDOWN CROSS-SECTION REFER TO PLANS BY MIN. 2x P.T.D.F. SILL PLATE WITH INSTALL PER HARDY PANEL & 1 e -3l INSTALL PER HARDY PANEL OTHERS FOR ALL POST 5/8" DIAMETER ANCHOR BOLTS AND SPECS. & ICBO PFCf:ml -MIN. c UT WASHER & SPECS. & ICBO PFC-5342. TENSION REQUIREMENTS, MIN, 2"X2*X3/16'* SQUARE WASHERS NUT TIGHTEN FRAME END BOLTS SNUG. RA HARDYFRAME PANEL 1/2" FIBERBOARD AT MAX. 72" O.C. (U.N.O-.) SEE PLANS. HARDYFRAME PANEL (SIZE PER PLAN) MAX. 2X P.T,D.F. MUD- CUT WASHER AND NUT. TIGHTEN (SIZE PER PLAN) GARAGE CURB EXPANSION MATERIAL JOINT SEE SHEAR WALL SCHEDULE FOR - SILL PLATE OR 1-1/2" PANEL END BOLTS SNUG. MAX. 2X PJ.D.F. MUD- BEYOND PLATE WASHER SIZE, ANCHOR BOLTS SHALL BE EMBEDDED ANCHOR BOLT TEMPLATE DRY -PACK (SEE BELOW). SILL PLATE OR 1-1 2" DRY -PACK (SEE BOW) 1/2"' FIBERBOARD MIN. 7" INTO FOOTINGS (FIRST POUR). BY HARDYFRAME DASHED LINE INDICATES ANCHOR BOLT TEMPLATE BY 3/4" DEPRESSION EXPANSION JOINT MATERIAL INTERIOR CONDITION HARDYFRAME M. q BOLT AT GARAGE MAN -DOOR DASHED LINE INDICATES COLD- PROJECTIONINANCHOR COLD JOINT 4 MIN. ANCHOR BOLT PROJECTION JOINT AS COND. OCCURS CONC. STOOP SEE PLAN 4" MIN. L 6* MIN. (2)-POUR *4 -S LAB THICKNESS (2)-POUR 4 810" 4 -TENSION SLAB -ON -GRADE I MAX,POST MAX. FOUNDATION FOUNDAMON I GRAD OR WE I A. SYSTEM ♦*H Id §RADE QR ENG. FILL V� SYSTEM. ALT.: ... - -.s­ I 1-POUR 1� . I ILL : GRADE ENGINEERED TOTAL 0 F - V.4 ski I" "H" 74 j J . .. . .. ::A 4 FILL 2�: 4 BARS AT TOP & 2 -14 BARS AT BOTTOM EMBEDMENT "H" IS TO TOTAL OF EMBEDMENT IS TO TOP OF PLATE WASHER c L(MI .)=:8'-0 (COLD BEND A • �1. TOP OF PLATE WAS 2 - AT TOP 14 BARS 2�7_ 4 BARS AT BOTTOM Ik kl 3" CLR. 4If • G D REBAR AT CORNER COND.) PLACES BAR 3-1/2" CLR. COAL& IrAn ontri}u i%rtaTco A 'AV 4ff (MI )=10'-O" (COLD BEND L N. REBAR AT CORNER dOND.) ROD EMBED. PERIMETER FOOTING SEE PLAN COMPACTED A45, W 'n FILL• PFP 4 A -A BARS AT PANEL 10014" MIN, 10"t DEEPEN FrG. EXT. CO . AT HOLDOWN 24" MIN. It INT. COND. ROD EMBED. DTL, DIA. oHn REMARK 1 7/8" H=21" WPM" I BY MMUF� WYO. FM MODEL PK4M _2 1-1/8" H=36 PLACE BARS 3-1/2- CLR. C14" MIN. O'l FROM TOP & BOTTOM. CENTER - C04D. BARS ON PANEL. 2e MIN. v'-INT. COND.7' DTL- DIA. "H" RE RK] 7/8# H=21 fff WKW. Is wa. ME I 211-1/8* H=36" jr I. 'FWW FOOM Ir FAST•ER ARCH. TIES AT 8 -4 4 MIN 18-) UA.0. 5 BoTom 3 vem .,.0 CLR. m wim A rmm MIN. J4 BAR AT MAX. z um I= MR 3X SU amms! PM COMMM AT MD. SEE FOUNDATION PLAN \-12" O.C. EACH WAY, VW PM 0.14e X 1.125p PBORM M CW. (00 #lMl t. U.N.O. (SEE PLAN) 00 RWKr 15M WOM. 0.14V X V PO4EMM INTO 6AC*M #1147) (MIN. 24.7 S_Q0RE -PAD)' ` 98 STANDOFFMit t MAN wo is - 2-39 W/O MUD -SILL 16 LIFER GROUND .... _._ �..--�•. ,..r.11 SIMPSON HOLDOWN ISOLATED COLUMN FOOTING, INTERIOR FOOTING (2-POUR SYSTEM) CON PROVIDE LEVELING NUT & WASHER UNDER PANEL. MIN. 2x P.T.D.F. SILL PLATE WITH 2X. STUD BACKING TO BE MASONRY AND STONE VENEER NOT S • 2X STUD BACKING TO BE MASONRY AND STONE VENEER NOT COLD JOINT 5/8" DIAMETER ANCHOR BOLTS AND SPACED MAX. 16" O.C. & EXCEEDING 4" IN THICKNESS TO BE uw / MIN. 2"XVX�/16" SQUARE WASHERS SPACED MAX. 16" O.C. EXCEEDING 4" IN THICKNESS TO BE (FLAT CONTACT SURFACE APPROVED PAPER SHALL ANCHORED TO MAIN STUD WALL W1 ALIT. CONDITION FOR 1-1/8" DIA. APPROVED PAPER SHALL ANCHORED TO MAIN STUD WALL BEIWEEN FOOTING POUR AT MAX. 72* O.C. (U.N.O.) BE FIRST APPLIED OVER 22 GA. x 3/4" GALVANIZED CORROSION BOLT ONLY. (SET PANEL BE FIRST APPLIED OVER 22 GA. x 3�,�l3©"4" GALVANIZED C046sm AND SLAB POUR -SHALL NOT SEE PLANS. SHT'G. OR WIRES BETWEEN RESISTANT, 0.030" THICK, WALL `TIES. DIRECTLY OVER CONCR* SHT'G. OR WIRES BETWEEN RESISTANT, THICK, WALL TIES. -2-7/8* DIA, CONCRETE BE LESS THAN AR WALL SCHEDULE FOR `0 WIRE-#9 . B.W. - GAGE) SURFACE.) STUDS & MORTAR SHALL (ALT. 0.148 *0 WIRE-#9 B.W. GAGE) FILLED PIPE BUMPER SEE SHE STUDS & MORTAR SHALL (ALT. 0-. 148' BE SLUSHED INTO 1 " TIES TO BE SPACED SO AS TO GUARD KATE WASHER SIZE. BE SLUSHED INTO I" TIES TO BE SPACED SO AS TO Dove mw-icLl SPACE BETWEEN FACING SUPPORT N MORE THAN 2 SQ. FT. ANCHOR BOLTS SHALL BE EMBEDDED SPACE BETWEEN FACING SUPPORT NOT MORE THAN 2 SO. FT. 7/80 OR 1-1 DIA. ALL -THREAD PAPER. OF WALL AREA BUT NOT MORE THAN MIN, 7* INTO FOOTINGS (FIRST POUR). & PAPER. OF WALL AREA BUT NOT MORE THAN ROD (A�P7) W) MIN. 3" SQ. X 1/2 24" O..C. HORIZONTALLY. TIES TO ISOLATION JOINT rr 24" O.C. HORIZONTALLY. TIES TO THICK A36 AN6HOR PLATE WASHER PER CONTRACTOR HAVE LIP OR HOOK ON EXTENDED HAVE UP OR HOOK ON EXTENDED W/ DOUBLESTD. NUTS., 1/2" FIBERBOARD LEG THAT WILL ENGAGE A HORIZ. ONLY EL WITH 7/8 0 BOLTS A LEG THAT WILL ENGAGE A HORIZ. COMPACTED FILL E EXPANSION JOINT ,C--JOINT REINFORCEMENT WIRE HAVING RN BE INSTALLED OVER 2X SILL.) JOINT "REINFORCEMENT WIRE HAVING AS REVD. PER MATERIAL 0.148"0-#g B.W. GAGE. JOINT REINF. 0.148*0-#g B.W.GAGE, JOINT REINF. 12* DIA. SHOVEL TO BE CONT. WITH BUTT SPLICES MIN. 2X MUD -SILL- TO BE CONT. WITH BUTT SPLICES FOOTING SOILS REPORT BETWEEN TIES PERMITTED. BETWEEN TIES PERMITTED. MIN 4 0 A. 7 2X JAMB, SEE PLAN V.0 H OR REST VENEER ON CONC. FOOT'G. EST VENEER ON CONC. FOOT'G. d ENGINEERtD R j. 4k LEDGERr.]tLjla�K 4'• LEDGER A 7- 7- 1 =Z22227 I , ­ I .* 4. 'Au A 41- 0 GRADE OR C GRADE OR - , i 0, .0,.....ENGINEER D ENGINEERED -4= 7,*. 7,474 FILL V­ FILL AT M IN. 5.* LEDGER AT VENEER MIN, 5" LEDGER AT VENEER, 28" M. B MIN. 4'-0", lyp. •0 SE E ARCH. DWGS. 41 SEE ARCH. DWGS. DEEPEN FOOTING AS REQ`D. A REFER TO FOUNDATION PLANS NQT REFER TO FOUNDATION PLANS AILS FOR MORE INFORMATION ELEVATION -AND DETAILS REFER TO MANUFACTURER spEcinCA:nON & AND DETAILS FOR MORE INFORMATION I.0 REPORT FOR INSTALLATION REQUIREMENTS. 10 #00000 _ilwI 4 EXTERIOR FOOTING TO GARAGE SLAB 171 ANCHORED AND ADHERED VENEER 14 18" HARDY FRAME PANEL AT GARAGE FTG. 12 ANCHORED AND ADHERED VENEER 8 BUMPER GUAR -000 OPP" ..... ...... jiv mwo *lk^LX- r-Sima CAA Elco 0. 0 ?n 'n 2- 1 1 -c z 3. ui cn np Z CL ., @0 CWIC6 :j, z Lk 0 < Sr) t7i 8) 1: � ;r 00 0 CN 00 0V) co 0 - b qw-lo, 0- r%I rn :c < R (uAl LLJ >!9 P 0 -<L 00 tn. uj L06 I woo U. :z_ ww fA tk g cl, q < >,- vo w(5n r :5 Z 0 -Tzo rI zxamz- w� i o', o ffi4o 3wz 19- -ob- 'o lwr Nt 9 35 yl 0 zw =)Zo z o Dc Ll_ 0 WEE z 0 < w o Kew 0 0 Z CL J Q ---------- � Q Z Z Q Q E C) p 0 U. lz:;;e go %.0 to ffn 6 o (o 0 co w ui Z co now z Z 0 W co cl) wo co z 2t o"m z CL 0 cl) LL, . om z CL 0 IOU cl a j co AROMECT JM NO, BSB-51041.00 DRAWN BY OP71ON ONE MD SET 06/05/m PLOT BATE 06/05/200 MT 140. FD1 lLb. P10-4b 1 ,51 2 3 18* MIN. 114AND- TOOLED J004T l/f$"MAX. RADIUS FOR FLOORS 4, /--GARAGE 1/2*MAX. RADIUS FOR SIDEWALKS SLAB AND DRIVEWAYS 4. CONCRETE SLAB ELA 4, -,4 A EDGE OF -T/4 L.A8 4 4 . , I. " 'd 4 4 T=SLAB THICKNESS CONC. CURB PER PLAN TRIMMER/POST PER A FRAMING PLAN. USE A35 AT SIMP. "ABu* W/41)-5/8 le•NC EACH SIDE OF TRIM./POST Dlk X 12" ANC OR BOLT TO SILL PLT. 1 SAWED JOINT F' (944 "U" MIN, 2X P.T.D. MUD -SILL 3/16* MAX. WIDTH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - too Ir -CONCRErE StAB (q-14 1"-BAR 4 24* INTO GARAGE S RM 12* INTO FoonNG___,\ 18 RN TYP. .41. f 4 I T=SLAB THICKNESS 4 21' r -7 16 =AWI SAWED JOINT TO BE FILLED WITH FIELD -MOLDED ELASTOMERIC 4 04 SEALANT OR FILLER. 2. CUTTING MUST BE DONE AS SOON AS CONCRETE IS HARDENED. CONC. IS HARD WHEN BLADE DOES NOT DISLODGE AGGREGATES ""A ON 00 NOT SPI Ic, -WITHIN 7 AND WHEN EDGES OF CUT DO NOT RAVEL X-V IN EACH DIRECTION 3. MAX. DISTANCE BETWEEN JOINTS 24 TO 36 TIMES SLAB THICKNESS r 9 TYPICAL CONTROL/CONTRACTION JOINT$ 17 5 CURB AT ADJOINING GARAGES NARROW CURB GARAGE CONCRETE STEM WALL PER PLAN 2X4 BOARD TO BE STRIPPED FOR GARAGE DOOR HARDWARE 71 A.. 6" mli V- MIN. vp MIN. 2X P.T.D.F, SILL, SEE PLAN - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - I WOE CW8 I GARAGE CONCRETE STEM WALL PER PLAN rl 2X4 BOARD TO BE STRIPPED FOR GARAGE DOOR HARDWARE MIN. MIN. MIN. MIN. 2X P.T.D.F. SILL, SEE PLAN PMA 18 14 101 2 STEM BLOCK -OUT AT DOOR HARDWARE 0_00 mm i&ml SEE ARCHITECTURAL ORADE BEAM TO DWG. FOR COVERAGE EXISTING CONCRETE FIN. GRADE -1 ft ROUGHEN EXISTING CONCRETE MIN. 1/4"). CLEAN SURFACE v1sl 30 MM DEBRIS- USE BONDING AGENT AT CONTACT SURFACES. BACK-FlLL $OLID W1 SIMPSON AT SEE CHART "SET" EPDXY -TIE ADHESIVE. I BELOW., UAO- IC80�NUF.ER-5279) INSTALL OER SPECS. EDGE OF EXISTING RESAR SEE CHART BELOW CONCRETE ELEMENT U.N.O. - - -- - - - - - - - - - - - 12" MIN. GRADE BEAM - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - REBARS E-1. `b`� ' ORAI)t BEW REBAR J 0-50 120 (l)-14 TOP & BOTT. (2)-#4 TOP & BOM 1 51-90 12" OR 4 (1)-#5 TOP & BOTT.0 > go 18" (2)-#5. TOP & NOTE: LAP REBARS WON. 24" INTO ADJACENT CONCRETE SLAB AND/OR FOOTING, U.N.O.. .79 A I j - (DEEPEN SLAB TO Rt(bk GRADE BM.) ELW-AMN t-24"MIN. RPLAN YIEW I= ".c 01. P . =17 SLAB EXTEND GRADE BM. Z)w it cumvew 'm , 0cm UNDER SLAB Asm TYPICAL GRADE BEAM CONNECTION 7 19 15 PARALLEL, TO EQ-QT- FINISH GRADE BACKALL TRENCH I EXCAVATION PER SOILS REPORT. -2 180 MIN. y NO TRENCHING ALLOW-ED 'BELOW LINE. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - _._.I_.-._. - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 PERPENDICULAR T.0- EOOTINGS PIPE SLEEVE TO BE 2" LARGER THAN PIPE F.G. I I r-a - -- ~- a ' Y i I NO PIPE TO PASS THROUGH THIS PORTION f f # 1 14• N. OF FOOTING COMPACTED FILL Lm -mace SWU BE BAMM WR COP&-`nW FILL IN ACCORDANCE WIT! SOILS P0M. FA — s 20 16 12 4 TYPICAL TRENCHING AT FOOTINGS M mom Im w LeiiLuj 0 57- z c) uj P� 00 3zt�ao' -6 5 =0 � (wn "00 0 cr) o j zo cg R-mx V) .04C 32,w 00 wm wm �x ow n�� L f� < uwZj LLJ 10 Z F- MS ZW *vwa-w < 00 cr. Z uz K. t mw � zo < < c t,;;=, z 0 15:5 Z 0 jE 'Inn 0 rl-. 4z: 10E w w 5 ou- w 6c OW a0l I WIC ZO Z)ozAzLav WTI 3: � ll�_ ff 0 uzi N Z< yl Z jE tn z 2:;z z 0� i Ex Z la — Q_ 02 0 E a LIw1 7 C+4 to 04 U. 0 cr A* AM W %lop III ui z z 0 mom W I�`� OWN= w 0 �l�ll� Z z NM� 0 MAIM z n CL co ui Z a CL 0 Z 0o owi ca c/) INN w C4 AROPECT JW NO. SSO-51041.00 DRAWN BY OP ONE Em SET PLOT WE 06/05/2003 FD2 :fD2 20031' DO AOT PRIRR' STUD WALL (A�.K�D LOCATE ) BEAM CC)t'fi'1 IN L CONDITIONL CCITo$L TOP PLATES OR OPPOSITE SIDE SHEAR BEAM BELOW S.P.N.<*4" O.C. & AGS S*P.N. �3� Q.C. STUD WALL (WHERE OCCURS) TRUSS TAIL, W/STARTER PLYWOOD SIMP. A35 AT 48" O.C.* wwrw•r SHEAR MALL EDGE STUD/POST WITH BOARD (WHERE OCCURS.) SHT'G. (1/4 ± GAP ALLOWED) eEikMS OR JOISTS PROVIDE 2)--ROWS OF SOLE USE SIMP. LSSO WHERE SIMP. H2.5A PLYWOOD ROOF SHT'G. PLYWOOD EDGE NAILING AT PANEL EL BOUNDARY PER PLAN STRAP MAY BE PLT. NAILING AT f" O.C. 2x �BL.K'G. SIMP. H1 GAP IS 1/4"<GAP<1 ". " I SEE CHART 1 Tt�P VIEW PLACED ON SIDE, EXCEPT 16d AT SPACING TO MATCH ! STAGGERED, U.N.O. (1-ROW AT 48" O.C.* AT 4$ O.C. SIMPSON AT I --JOIST COND. SOLE PLT. 'FAILING. SEE TO I-BLK'G. & 1 -ROW TO E.N. i.rx ILK°G a E.N. •.ERC,A�.:7TRAP Qh�� PLYWOOD S17 B C. S'�' fi22,�,* } N SEE GIRT) �T coNDITON (MSTI36*) NAILER ) r _ ` r ` TRUSS E.N. I MIN. 2X BL K G. W ROOF r J�fr�- _^ �` . PLYWOOD SHT'G. ROOF E.N. AT 48 O.C. SLOT -CUT FLOOR SHT'G. AS REQ D. t�l Tt31' PLAN OR � * 16a'� E.N. (DO NOT c�VER -cufi) CAM BELOW J E.N. E.N } RAFTER, DER OR TRUSS _ 16d AT 6 O.C. TO I�--BLK G. I I TOP CHORD W/ 16d AT ' 8 WIDE PLYWOOD SHIM (OR FURRING STRIP) AT OFFSET -BEAMS OR ; � , , , SEE TOP PLATES �N4 1 4 O.C. w`�"� 6" O.C.(*) TO BLK'G. & __ RIM AND STUD/POST TO KEEP STRAPS ITT JOISTS PER � ; � , _�--- ; ; PROVI�3E 2X NAILER RLK G, PLAN (CAR BEAM) � } E , _ PER F , F SEE 3-1 sdER EACH STUD, 1 (N}T aLLOWED aT , UNDER SHEAR WALLS I STUD , SEE " 3 O.G, PLAN ALIGN BEAM RIM AGAINST STRAP FOR A TIGHT FIT. SEE t � i � OMIT 2X NAILER W�� " " 1 IN. SEAM SIZE AND CONNECTION I -JOISTS CCND.) BLK G. WALL SHAPED 2x BLKGPLAN H2.5 4I 3 2 O.C.Lr_ H2,5A AT 4L3 O.C. {SLOT-- CHART FOR M MIN, 3--1/2 WIDE BLK G. W/1s AT 8" O.C.* I O.C.I {WHEN -� CUT SHEAR MATERIAL HARDWARE AT SUPPORTING WALLS/BEAMS. �� rr 1��" USED.) (MAX. 10" HEEL HT, OVERHANG "L" ;�:: FLUSH BEAM WITH ��. y -- � E.N. .1 E STUB TRUSS D L. EXCEEDS 'I 8" WHERE OCCURS.) �-LINFJFLM CAI - �-_.� �_ r ._� ) WRAP SiW AROUND BEAM TO ACHIEVE STRAP HNGR-S. PER PLAN I I•--JST. $LAC W/�2)--'10d FOR € AKER HEEL HT. � SEE PER BLK'G. E.N.F ;... MIN. 1-1/4" BLK'G. W/ 16d's 50 H 1 s PLYWOOD ROOF SHT'G, LENGTH "L" AND MIN. SLAP i�iLING PER CHART 1 8�S OR JOISTS PLAN DTL a3S%LS APPLY SHEAR PANEL -. _ 2 --A35F AT PLATES. TIP' PLATES OR SEAM E.N. TO LEDGER AS " » " PER PLAN �) ) " " " SHOWN. �. E.N.DTL VERT. STRAP EDGE POST L STRAP NAILS AT L. 1 fi O.C.4 O.C. 24 O C. �.., ..... .,.., o � & BARE U.N.O.) , ' MIN, 2X BLK'G. W j ROOF 16 14 �-8d COMMONS 1 -3/4°' T.S...L/LV.L DTL , t2 �.. O.C. �s c�.C. 2 4" O.C. 12" O.C. N A �1 {1)-CS'I6 2X STUD ,� i�t.IIN. MIN. ��ROOF E.N. AT 48 O.C. 20 18 -�8d SINK RS & (2� Ts22 EA. r � „ 0 " " „ � 1 z is S s --�- E.Nj E.N, I I '- 16 i 4 - COMMONS 3-1/20 T,s.L/LV,L - VERIFY F�cISTING CONDITIM AND PICK THE 1 ST8236 MSTi48 3 - /2 3 2 2 Ls 2 3 .s ---� SEEi 1. ONLY 0 CONDITION RE4'D, PERR WAU,. I E,Nb PLAN H2 5 0 48 `s# PROVIDE SIMP H2 5 WHERE TRUSS IS. NEXT TO I ; RAFTER, LEDGER OR TRUSS 2 {2)--CS1f 4X POST 20 18 -�8d SINKERS � t�}� �a. � ArA��T� DID,. 2 MST48 MSTIBQ �� __ _ --_�'� -• _ � � -�• , . " , . I TOP CHORD W/15d AT /tit MST STRAP& OR f?I'FSEI CONDMON: __ _ 4 A35 M. A35F 3 A351; WALL OR WHERE NI CAN NOT BE INSTALLED L w ..... ,� " 3 ( 2 T- .L - LV.L PROVIDE 2X S'M, L=4 -�ti � Y� 2 ROWS �► �� y �: O.C. (WHEN , 6 O.C. TO BLKG. & 3 W-CMSTCIG 4X POST 2fi {32)•--1fd SINKER ac �22 N I ) ii It I OV NG 3. PROVIDE 2X BLXG. LAID FLAT WHERE SAVE VENTS t. �, a I I 3-16d R EACH STUD. _ 3� 1 2 t L, LV.L 1 Bt! + O.G, AT S� JOIST LtXaA�. 3 X �, 1, LTP4 MAY BE � IN•-�UEU O6 -A�SF. OCCUR. 0 F_F ., 3 -1 fid PER SEE 4 2 --ST6236 4X6 POST PER MANUF• P� 2x SM, L B s �, W/(I) ROW , 2. rr TO cxa�Y ONLY EXCEEDS 181 4. REAR TO FAIL FOR STUB TRUSS C ND, $�D2 EACH STUD � PLAN i } aLa�u> ± - 1 sd 0 s" O.C. AT SINGt.E [-JOIST LOC,AT AIS. � (1)-1 P� OF SWO. PANE A EI. SAY �8 SAME SIDE SHEAR M " S. REFER TO DETAIL FOR 1 2 I JOIST EA. SIDE OF � Pw Imo.USE W NEXT I ARCH. TAIL CONNECTION 9U u -' J ._.. 1. � � DEM TOTAL, i,l�Ltsif! OF STRAP PER CONDITKK BL.K'G. EA. JOIST � � THAN WIiAT IS '�. Iy lag �. 3 $ 2, APPLY NAILS INpICATL ? 1N TABLE WITHIN R" I ME FI OF STRAP. .lzaoa SD2 a, m 3. CFNM STRAP AT CENTER OF RWENING BOUNMW STW/PW. as S A 1 'i RAFTER/LEDGER/TRUSS ADJACENT `0 WALL S. U%STRAk�'a. WNGPIRE-MERN TO AVOID WOWSMMMMNG.OUTWCLINCH ALA/cam mac. t,,,� B►EAM��O���i�" �3 A�i �"���► �► �01.�T OF�i 1..1rf,L.M ��OC C N I T`0 W�I►L.�. �`[� �� '�"0 W14► «L� C�ONN��i'I"�ON A�"` /�t1/ � �`��` � r � UaE STAGGERED NA,ING PATTI T4 AVOLR 11!IC�DD SPI.[I'yII�IG, MAILS AT L.I,ER. 6. � WDa7ED IN TABLE ABM ARE MINIMUM REQWREB BY DESIGN. i. II�HER�FA#A IS PIrRPENl UL3AR ND W �PAI�IEL ABOVE. NOTCH SOLE PATE (BEYOND SI�iF.41M E.N. .. S� V� Ho�ux� S . CONT. tom,. TOP` PLATES WITH MSTA .. a t. . STUD WALL PRf 1i)E 2 -ROWS OF SOLE Q.F. 2 FLAT LOOKOUTS. ROOF 2)-� 16d AT 2X BLK G. L=2 -fi '�) TRUSS W/ROOF E.N, ENTIRE LENGTH. OFFSET JOIST' CONDITION DS16X36 PER TM PLATE SPLICE/$I K, U.N.O. WHERE OCCURS " 2x-4 24" O.C. OR 2x6 SHT'G. EkCH END OF .. , a.. ..,..+ .,-- - - . , , , � ) PLT. I�ILI� AT 6 O.C. " TRUSS MANUF, TO DESIGN TRUSS TO " 32 O.C. TAKE BACK TO •: W/(2)-RO OF 16d SHEAR WALL EDGE STUD/POST WITH �. MIN. 2X CRIPPLES AT MAX. 1s O.C. SEE PLAN STAGGERED, U.N,O. 1--ROVE TO i ,� LOOKOUT `• � . NAILS AT f O.C. RESIST SHEAR LOAD INDICATED ON PLYWOOD EDGE NAILING AT PANEL BOUNDARY S RIM & 1--ROW TO NN ER.) 2nd TRUSS MAX. 1 B (STAGGERED) PLANS {MIN, 1500 LBS). �.,,� SHEAR MATERIAL MAY ONLY BE OWITED WHERE TOTAL OVERHANG) ; (SEE CHART 2) .. HEADER IS DKCTLY SET UNDER DBL TOP PLATES. 16d AT SPACING PLAN ) E.N. E.N. E„ PROVIDE AW/LTP4 AT 24" O.C. AT PLTS. TO HDR. TO MATCH SOLE ~----- _� �.w I ___ PLYWOOD SHT'G. ld SIMPSON "L" VERTICAL STRAW OVER PLYWOOD SHi'G. PLATE NAILING .�'- ST6224* SEE CHARfi2) t+lT, HDR./E.N. PER 16-1sa n 2x '.N.I SLOT -CUT FLOOR SHT'G. AS REQ'D. KING -STUD. OMIT 2X TI MER TO KING - STUD " � TOP PLATES ADO NOT OVER -CUT) STUD WHERE CURB LENGTH IS AT MICONTINUOUS 1 �-3/4 PROVIDE CONT. 2X NAILER TRUSS MANUF. TO TRUSS MANUF. TO OR BEAM MAX 1-1/2" il`iiCK SHIM DIRECTLY OVER I��L T.S.L. OR 1-•3/4 � UNDER SHEAR WA�,.L{S) DESIGN GABLE ENO ACCOUNTFOR �� � � } L.V.L.RIM , TRUSS TO RESIST NOTCHED TOP 1 " WIDE ,PLYWOOD SHIM (©R FURRING STRIP) AT FOR A TIGHT FIT. / A35 AT 24" O.C. WHERE S.P.N. .SHEAR LOAD ..CHORD IN DESIGN i BLK G./BEAM TO KEEP STRAP STRAIGHT ST6224 W 10--#l0X3/4" TEK TAPPING SIMP, A35F `. E.N t IS 2" OR WHERE LAGS OCCUR. INDICATED ON PLANS 1 saL D FILLER L©NG) �o FALL G A° Ee S RE P IELw T P A'r oarJON is } oMl�r 2x NAILER WHERE MIN {MIN. 1 00 L s�} T_�4 r �- < • 46 o.C, z a, : 9 " ta. --1 2" WIDE RIM IS U53 &- _ E N }, 2X BLK G. 4X BLK G. t� OF I-JSTS., TYP. (2-ROWS OF 8d AT 8 O.C.) w III. 4X POST WITH A", /LTP4 �f ~-A � PR�i#)E S"I`fi236 TO �NiNG i AT TOP & ITT AT EACH SIB "L" SOLID 2X OR 1-3/4* T.S,LN OR L,V.L. BL.K'G. ( INSTALL PER ,r' I RIMS), U.M.O. SEE PLANS.) SIMP. "A35F a.-. c" { ) HAl tt?Y PANEL {SIZE PER PLAN) PALL STUD WALL -�- .� TO TEMP -- 48 O.C, LiJ C °' AT STRAP, PROVIDE MIN, (2)�-A35 AT E/S BLK'G. I I SPECS SEE �. j SDS 1 4 DMA, SCI WS TO iC SPECS' SEE �� p� TOP PLATES (OR BEAM) 1 E {� PLATES. p uj t'`. tip � 0 0 - n E.N. SI'L1ED 8Y HARDY FRAME ,'`' " 4 I DTL Ci'. C`� WRAP STRAP AROUND BL K G. TO ACHIEVE STRAP E.N SEE LENGTH " " Id Li�iN, STRAP NAILING PER CHART 2 Mw'. (MIN. 14 SCREWS PER M I` ?Y ,,-' "~ ~- MIN. 1 �-1 /2 BEARING LENGTH � � i " i�-� C� � � � �' � �- � LENG L AND L ' � ._ __ - - ___ , � PLAIN 1 U.C. �""' 5 uw� a cl { 1) I-JST. a a� PANEL.. SCREWS MUST HAVE MIN. 3 PENEiTiATION �.' �� 1 �-RCW OF 1 f d S.P,N, AT �� ,�� 32 V)0 P.•, I x w "m � � SECTION x SE -ON �)" " TO HEADER/MM, !J E.N. � �") O,G. iN�•LIEU OF SI°IEAR DTL A35F SPACING t f 2 1 B" O,C, �C `�I� °� � ALT.: 1 2X I" F.J.J... Q� CC3ND. DTL VERT. STRAP EDGE POST L STRAP -NAILS AT "L " DTL. r "O.C. �• PROVIDE (2)-SIMP. - , . . � }-� ,.:. �•: s. , � . Il�STALL P�• WITH 7 �i Y f\ 1 - WALL SCHEDULE S,P,N• 1 32 "'�+ • � � 18 14 -8d COMMONS 7• ' •• st, R a, � E.N. t-'' ``, .� 3 12" O.C. DTL STRAP 8LK'G, LENGTH TS22 AT EACH END 1 1)-CS 16 2X STUN . ' ., �� , r ANCHOR t BOLTS WHERE SHEAR MATERIAL ��, � � OF F J. TO 20 18 �-8d SINKERS :' , ..� : • a�.:..:.. O��ER INN, ?J( P. 1 8 A•B. t " 2 16" O.C.'� USE SIMP LS50 IN- ui � .� - - � P.T.D.F. 1-1 8 I A.B t , is LAPPED OVER RIM. UiF AIA 4 S" O C '..�. .�C 03 2 1 Si`23s 3'�-D" SUPPORTING BEAM 4 2 NOT PERMITTED AT3t# PIPE SILL. {SEE T 1i�ISTAL,L ` E.N. ; " ` ALT. A35 �vH N� �' T ; OMIT A35F WHERE SHEAR 3 12 O.C. f I TOP PL. , do /` T ► " i Zo e A " AND/OR BEARING POST � PANEL W/ 1� HOLDO IfN A.B. 0% " E.tV LOCATION e , DMC ••^• SLOPING TRUSS 2 MST48 4 -0 WALL BELOW. 3 NOT PERMITTED SHIM SURFACE USE USM NUT & WASHER UNDER �w E.N. MATERGAL IS LAPPED �4 4 8" O.C. ` i i 1 4 : IMx. e,Ar l SEE DETAIL 2 �'` "� �: � �- z 0 NOT PERMITTED M J' OVER RIM. PROVIDE A35F FOR DIAGONAL ""' CH RD N� ( TOTAL 4-TS22 4 O , . ... PANEL WH 1-•-1 2 DRY PACK IS USED. .. " �.. ° "" 3 MSTA3fi 2 _8 {IF REC D,) ) .-., r ,�., . / ) __ _ - AT 4$ O.C. FOR NON- LTP4 MAY BE USED IN--UEUBRACINGSN2 F- r ,� ;� g � , ..:: DOTE: PROVIDE t2" SELF -TAPPING PAN -MEAD TEK OF A35F, WIND I``� ,,.✓ u' � � 6 .:� f : SHEAR SEGMENTS, U,N.O. NOTE. OMIT BL..K G. AT MUL.TIPL.E TRUSSES. r 1. SEE Ft?fl� AT BdTT�I OF GHARf #t. �z s� SCRM AT 'I$" O.C. (III. 4) TO ADMING WOOD, ' � sa,�� � ,+� "'� � � w c iK3�c' 1 TRESS TO WALL DRAG CONNECTION 1 2 Id FLOOR l OLDOWN STRAP 10 HARDY PANEL AT GARAGE FRONT(CORNER) PERPENDICULAR RAM TO WALL 2 ALE END TRUSS TO WALL . z01A, DTL AT FL, BM. JOIST AT I -JOIST BLK'G. DTL AT TOP PLTS./BM. AT I -JOIST BLK'G. EQUAL. EQUAL 2x BL.K'G. W� f * R{10F TRUSS MANUF. TO DESIGN / 3'-Ox: 611-0"-+ STACKING STl� :ST C �) L IH A35F AT 48 O.C, SHT'G. TRUSS TO RESIST SHEAR z � R o 1 3'-°0" 6'-'O» 1 NAILS 0 2" O.C. NAILS 4" O.C• A35 0 LOAD INDICATED ON PLANS. � Q NAILS 0 2 O.C. NAILS 0 4 0.C, $ " " --- -uj 1500 - 3'_p" 3'--0"± 2 " �, 1 ST6236 MSTI48 4Ei" O,C.* NOTE: OFFSET TRUSS FROM �, 3 -0 � 3 -0 � SHEAR WALL � STUD/POST �tITI.4 DROP S�+M E.N. � � 2 NAILS 0. 2" C.C. NAILS 0 2" C.C, NAILS 2 C.C. NAILS � 2 O.C. � u � " " PL.YWDOD E MUNG AT PANEL 2 MST48 MS1160 PER PLAN WALL. z i JOIST BLK G. L SEE 1} MST6t3 MS7172 SIMPSON " _ HT, QFFSUZRE!RCFIT ST6224 SIMP. A35 AT 48 O.C.*� w PLYWOOD S G. N IT1GN , VERTICAL STRAP O PLYWOOD SHT'G. 4 MST72 � �i�1�'I'I36*) '�� (1 4#� GAP ALLOVIIED � 2X4 BLK G, W 1 USE SIMP, SEE GI�ARt' � L554 WHERE �Y 16d's e O.C. { ) L IA36 OR 16x3s" W �� GAP IS -1 4"�<GAP<1 ". to " 5 1 x 1-1 Y/ � �'' �-�-•-- NAIi,. AFTER ROOF IS I JOIST SLOT -CUT FLOOR SHT #G. AS REQ D. . FL.US+-I BEAM p RE L EQUAL. EQUAL 0 48"�, LOADED N n OR JOIST BLK 'G° L D. $HT G, SIMPSON CS--• 16 1 {� NOT OVER -CUT) mm * � � r. E.N. I y � A O•C� MIN. 1 2" GYP. BD. CL'G. � W/ 1 Od NAILS ). STRAP MAY BE MTALL.ED T DIAPHRAGM, TYP. . fi" PLYWOOD {L FUF RING STRIP) AT SIDE OF' TOP PLATES AID BF.AIrI. RAISED BEAM � � ,� � E.N � OCIFICATION TALLATION PER iuIANLjF', o "I" JOISTS Rini AND STt;�Q%POST TO KEEP STRAP STIR PER PLAN c•� c E.N. .) WL 1 2 Cam,• T PLATES f f t ,K'G. OF j SEEr% � -~- '" PROVIDE DOUBLE 2X � A ` E � AT I 2x BL.K'G, �' PLAN TOP PLATES AT SHEAR a.�`'• • ALIGN STUD POST TO MATCH SHEAR WALL W '# 6d s `�' �, `- � ,�/�/'� / SIMPSON O}.yk" / WALL: LOCATION ONLY -cy lk �-..�... + EDGE M�//P ABOi E (SEE CHART 1) E L. E CU.. ST6224* 0 '8 0,c.* � / � WIS.{MSTi36) DTL A35(F) SF'ACiIN 8d SF'ACii�I„� ; ato DTL, VERT. STRAP E.D POST "L" STRAP -NAILS AT "L" 1 32' O.C. 8' C.G. � � � � 0 2" 8" 16 14 --8d COMMONS FLUSH BEAM OR DBL TOP` PLATES 1 x TOP' PLATE ('� °D .... � 1 {1)-CS16 2X STUQ 1 -- JOIST PER -PLAN E: - 2 18" 0. , 4'' C.O. TAP. TYP. � 20 6 6d SINKERS (OR 6F.��M), TYP. �TL-IIa COND. ONLY} � � � � ` "' "L. 16 . 14 -- COMMQ}1NS $ 3� O,C, Sllt►iPSt�N CS-18 2" S" "I" JOIST BLK'G. 2Z}-CS16 4X POST 20 18 -8d SINKER , W 3 92� C3.C, �. TOP 2x BL.K G W TYP. TYP. "•• W/ 1 Od NAILS PLATES 3 {1 j-- CMSTC1 E 4X POST 216i {32)�-16d SINKERS E.N. „& 1 .* s 4 89 C.G. TRIMMER CR � a C.C. 2 0.0. " " * a " ,� 4 {1)-CMST14 4X POST 36" {38)•-16d SINKERS POST PER SIMPSON AFTER ROOF NOTE: LS50 - OR LTP4 MAY BE USED 3 �0 N.T.S. 9 0 N.T.S. 3 - O N.T.S. 9 �-0 � M.T.S.wapow PLAN, TYP. ST6224* IS LOADED. �03 g9 1, �R .L oET M Total. LI `tH OF PIER COMM. �� I MSI.13f*) �,� IN--LiEIJ OF A35f A35F. " + '± + 2. APPLY 1 MIXAT R4 TABLE ABOVE iT I V 0109 l OF STRAP * CD "�"'� 1 # SIMPSON V�7"" DRAG G � SIMPSON V "" f DRAG f 4 O STRAP AT tX�ii�R OF viNG ID WMf Sl�ifPQST» '"�' � �����c�� p A � �� �? a7�A� TRUSS 1 0 INTERIOR WALL Ill luu S'LI SI°t .l TE TI3 tI.ILB� !I'iIr1 L1 III 3/CIR C. l S s, USE 994 PATON TO � 6. ITEMS lI�GAM IN THE AM BY DESIGN. Z MIN, 1 •-3 8" 7. MSS r72 MAY BE WED NOWA OF CMSTC16► MAX18" FLOOR JOISTS. �---�-�-. f EQUAL EQUAL TOP ..� STUD WALL PROVIDE (2)-ROWS OF SOLE - CONDITION #1 CONDITION #2 PENETRATION CONTINUE PLYWOOD PLATES STIR' MAY AT TOP (WHERE OCCURS) PLT. N E (2) AT 6" O.C., IQ Ct}Nt31 +ON PE r AT HEAMLADDER-BLKG. CN EDGE FLAT LADDER-BLK'G. INTO BLK'G. SHTG, UNDOL$TUDAVST_1 -1' Tom' PLATE'S AT C ,- ,""zr mm 2X BLK G. W/ E.N. E I CALIFORNIA FRAMING # " SMEAR WALL EDGE STUD/POST WITH WWM TOP OF TOP PLATES IS RIMG& R-ROW U.N.O.TO -ROW T° AND 1 sa AT L PL.YWOO€� E NAILING AT PNEL BOUNDARY � W/ �' 4f B at• SEEPLAN � 4 C.C. TO GIRDER _ \ "" �, f 16d AT SPACING -- PLYWD� R SHT G. SEE 0� I1) DTL TO MATCH SOLE -.~.~ .-_~ _ PLYWOOD SHT'G. t TRUSS E.N. E.N. 10 SIMP. 6224* PLATE 14AILING I ' P N VERTM S� OVER PLYWOODSHT'G. 1 ST6236 HSA41 J' E.N.I `t Z Z ca 2X {SEE CI•W #1) 2X4 LADDER BLK'G. 'CQ?' ` `� �� 2X4 LADDER BLK'G, CONTINUOUS _ gE 2 MST48 MSA50 CONTINUOUS 1 •-3 4" % PROVIDE COW. 2X NAILER VALLEY P WITH 1 SLOT -CUT FLOOR SHT'G. AS RER'D. FULL HT. STUD � , . 'j r �"�'�co ON -EDGE) W 2)-� PFLAT)W 2 -16d iGI�ITT -�P T,S.L. t�R 1--3 4 � SUNDER SHEAR WALL S 6d END MAILS 0 ND NAILS� TO {2)-1 fed AT EACH � _ {DO NOT OVER -CUT) AT EACH SIDE- 3 MSTSO HS+A59 I.,,V.L. RIM / � �) ,..i " ADJOINING TRUSS ATJJC31NiNG TRUSS DEPTH OF BOTTOM TRUSS. :; :; " W/" 16d AT PiST CR MUL,TI-- 4 MST72 HSA59 i A35 AT 24" O.C. WHERE S.P.N. TYP, 4" CHORD TO MATCH : fi PLY oO� SHIM {pR 1=URRING STRIP) AT 12 C.C. STUD PER PLAN P F E IN HANGER DEPTH MAX 24" ' } SIMP. a35 E :.... :.:.:. RIM AND i�EAI�E� •�. �� • MAX. 1 -CRIB S"iUD f Pasi STAGGER D � IS 2 CR 1NNERE LAGS fl CU i -� OPENING IN SHT G. �/ LSO EOM. 0 48" O.C.* J (OMIT ZX FILER WHERE MIN. s N. of I) 2 TO KEEP S�,��* 3-..1/2" WIDE RIM IS USED & FOR VENTILATION. COIF[[}. AT _ DST, TOP PLATES rr. PROVIDE ST6236 TO ADJOINING TRUSS MANUF, TO BLOCK AND E.N. :;: .. MIN. TOP � {8 -1 f d AT EACH PLATES RIM 5 , U.N.O. SEE PLANS. 0 DESIGN GIRDER Y. --- A E ALIGN CRIPPLE STW TO MATCH S� STUD TO BEAM. PROVIDE STUD WALL �) } CC3NDITION #3 TRUSS TO RESIST LL QGES, 1-- WALL EDGE � E PLYWOOD SHIM WHERE REQ'D. ,,' SEE 00 i -* SHEAR LOAD " " / TO MATCH BEAD ANT}/OR � � ,,r PLAN TOP PLATES (OR BEAM) � T OR INDICATED ON PLANS. "NUS" TYPE LF ANGERS DTL. HDR. TRIMMER VERTICAL STRAP POST WIDTHS. - ``�co -� {MIN, 1,5Ot3 LBS}, SEE PLAN 1 4X10 2X I II. 1 --ST18 E/S E� EOM. Ste. STs224* ,f' �, 1 -ROW OF 16d S.P.N. AT .�-. {) J E.N. ,� DTL A35F SPACING C.C. IN LIEU OF SMEAR co cn m muss axxr�o�s 2X4 NEAD�-OUT BL.K G. . POST OR I PLAN " . I. t�OR os�c�• ("��' �� W 2}r--16d END NAILS ���`"� (�j,� (� �` �•�` ] � j WALL.,�.....ww. 2 4X10 4'X ii �1)•--ST2215 E/S - Sitil3 P� PL.AN , E.N. ,` WALL SCHEDULE S.P.N. 1 32 O.C. � 2a== /V�' t i/ At�JV#NfN�i TRUSS 1 a ATTACH E GIRDER TRUSS PLIES PER MANVFa r � HER 3 4X12 4X MIN. � p1 � 4 WHERE SMi..t.R #�IATEiIif'►L. " �p� r jj SPECIIICATIONS. Tm . " 1)�-S 'f 224 E/S s ' IS LAPPED ±4 OVER RIM. 2 1 O.C. ``'�'�" 2, HANGER `TYPES SIwtAL BE PER MANUF, SPECS. 3-�/2� AT 2X4 WALL "L �.N.o� � T FI'iI~I.' HT. STUD " . T �. 2X4 JST. W/ 2}--16d L t2 T 2�cs ate. 4 NC PE TIED AT DW S W/ �� E,N. OMIT A35F WHERE SHEAR 3 12 C.C. ARCHM JW ta L-51041.00 _ 4 END NAILS a T Ham--- 3. STUB CARRIED TRUSSES FOR A DISTANCE TO .� 1on-NNW6d AT 'i2 O.C. i��,E.N.,' MATERIAL IS LAPPED ±4" 4. 8" O.C. DRAWN BY � ONE 'PIP, X-•S CTi N OUT BLK G., TYP. MATCH WIDTH OF WALL BEYOND GIRDER TRUSS. WRAP STRAP AROUND 1. � VERMA. STRAP AT 70- JOINT. H S P. SA36* CS"TAGG ) ,� .E OVER RIM. PROVIDE A35F' W SET 06/06/2= E 4. ALIGN FACE OF GIRDER TRUSS OPPOSING CARRIED HDR, TO ACHIEVE STRAP 2. F/s TES I SIX TO1X OF 4 SMPS IM H R. W TWI P W P ��_ AT 48 C.C. FOR NON- LTP4 MAY BE USED IN -LIEU PLOT DATE p6/#�5j2Ofl3 z Maw TRUSSES INSIDE FACE OF WALL BEYOND. LENGTH V AND MIN. STRAP 3, M WY BE � 'WIT WO TOP RAIM TO � , FILING PER CHART 1. ATE �'HEAR SEGMENTS, U.N.O. OF A35F`. �7 4. H ! STRAP S 5 U.N.O.UNOON PLANS. �97 �a3x S�IEET FI{3 18 LADDER FRAMING AT 30'x30" ATTIC ACCESS 4 CARRIED TRUSS TO ORDER TRUSS 1 2ndf FLOOR HOLDOWN STRAP $� PLATE TIE AT D P'/FLU'SHIRAISED SEAM 4-PARALLEL RIM TO WALLSD1 - PRINTS DO Ntl' SCALE PRINTS CAD L ; 51 C�41 SL i 2003 TRUSS TAIL PLYWOOD ROOF PLYWD- FLU BEAI�i CC3t�3, E[iU�J"i T�iiL w .,,.,,,,r+..+�.....,,,,,•u.� _ r.,�,..,,,.,..,...-«,..,,,,�,�`` rr�,,,,,,,.,...«...�,,,,w�� WHERE STARTER BOARD ,.-' E.N. -'' .�; �` SHT'G. SHT'G. '�° - .. SHT' . SIMPSON CS- i LY S�"�Pt;.l! �I� 'i7. (WHERE OCCURJ)dt� ` /f E.I�F., `x /! i..�. 1\ i EQUAL EQUAL EQUAL EQUAL PLYWD, ROOFG " , , OFFSET FLUSH BEAM W/ W/ 1Od NAILS 16d 6 0. ` �P (SOLID) ' • / C, 4f, C ) PLYWOOD E.N. ENTIRE { E.N. TOP (ALT.: PANEL. BL -G. f° % 2x BLK G. i ; LENGTH SOLID 2X BLK G, PER TRUSS MANUF, r E.N. , , f El//3 PLATES E'N' DESIGN FOR 180PLF*}. Zx BL.K'G, w % �lkip , , �� -� A35 0 24" O.C.* m .4 ,. ;•.16�d NAILS 0 °E.NTRUSSES ] ` ,� I i 6 O.C.* E.N.'E Ne I ` EN♦ °� ` �,., J ..•`^`w.... +«ram' i`..�.+�.. °."A E,N. � A35F 2X BLK G. TOP PLATES � � s�� 4x �� i .�'� i i ,� ° fr. `�°, E.N. ,% SIMPSf3N H1 AT 24" O.C.*I Wj16d AT t OR BEAM `It. I 4_ O.C,* K. G � --w_ _ { ,,.� .. AT EA, TRUSS SEE ['�.,� 1M MMM& WW. ARE PQ�IfFII~# ., HDR. I I HDR. PLAN t/� ,,� } F RUN TO SEE STUD WALL ` TOP PITS. T PLAN 00 N�a� ur. . 2X4 FLAT 2X4 FLATHMO TOP PLATES _ �. . �� � ° SEE PLAN OP BEAM .� �. _ ���� ��` � �.v�,s� �o � ea�lr } ,. ..e -. JOIST C OF s� j PLY1�V000 " BLK G. AT S" BLK G. 4 �, �.. PLYWOOD SH rG. / ,� TOP 2 SL- P G . E.N. PER PLAN E.N. PLATES2 TYP. SEGMENT TYP, .� �,,N ,� -°' .� E N. E.N. {OR BM, �`��-`•�,`'� +E•N• 2X SOLID FRIEZE ; PLYFSET WOOD D E.N.ST WITH tVTIRE, THE NON -CRITICAL ZEES ARE LOCATED IN PORTIONS of BEAM STREBED LESS THAN 50r 0 cs L O OF DEIGN BENDING D FAR. a E.I'�I, E. N. 1 }� -A35F* �''' `"� j BLK'G. VV j {1 }--A35* i LENGTH Z.) THIS "RT IS NOT PERi.E TED FOR BEAMS THAT ARE NOT UNIFORMLY LOADW �tW€i ARE NOT SIMPSON SIMPSON r '� " ,:11'...0" OR LTP4} r j TO BLK G. A35 F)'s IV i ► SIMPLY Sl1P �- MST�-4B MST-48 L 1 3 O L 2 ER BL:K G. ; ' DTL BM JSF. � BL,K'G, � -�"• A35 0 24'' O.C,* 3.) Fi8.0 t�Rll.LED !�� SHOULD � USED FOR ACCESS tX++I�.Y AND NOT FOR ATi'At�iI�ENT DINT v P'LY1�V0 POST OR TRIM C PLYifiD {NOT TO SCALE} {NOT TO SCALE} TQ PLTS. 1-N, `. FOR I�RACIts AND OTHER LOAD BEARING IrIARIaRE. EXAMPLE of AccEss IOIrEs INCLUDE % j ,' ; 2X SOLID BLK G. w 1 16 0. PER PLAN /' C. 4 O.C.O.C, 1 E, ,� � T#iOSE U FOR PASSAGE OF WIRES, ELECTRICA►I. COfi+tpUITS, PIPES, AND CABLES. . DTL L{1 ) L{2) ��~� i 1 A35* TO TOP 2 12� O.C.3" O.C.�`�-_-.__-�_r.}FIELD �.Eu NcnEs �Lo BE scEO AT �T ON cry IN NON�•cRmcAl PLYWOOD PLYWOOD D " *PER PANEL TOP PLATES ZONES. " 2X4.FLATS AND PLYWOOD MAY 1 �6 � 4 �g � DTL 16d � . 'PANEL BLt{ G. � � BLK'G. PER TRUSS � " (OR BEAM) �. � GREATER T14AN 2 IN DIAMETER ARE NOT PERtdI�'I'ED, cv EP ABV. HDR. ABV. HDR. BE REPLACED BY FULL HEIGHT 1 NAILS 0 2 O.G. NAILS 0 6 O.C. � � � t UF, DESIGN FOR 3 $ U.C. 2 O,C. SEE 6. USE WATER--�REPEUXNT SEALER AT NOTCHED AND CUT SECTIONS. {MATCH ADJ. {MATCH ] LDJ. SHAPED 2X BL£�WNG. " 1 4 O.C. 270 PLF 42}""PER PANE- THE ABOVE TECHNICAL IWORMAMON IS AN EXCERPT FROM A.P,A, ENGINEERED WOOD SYSTEms. s� SHEAR WALL SHEAR WALL) 2 2 �-Q 6 -O ; E.N. '180 Plf *}, PLAN �• � z } } NAILS @ 2 O.C. NAILS 0 6 O.C. X21__ �� -..� �$ STUD WALL � F �"" •' " " 5 88 4 2t}W PERMITTED HORN. HOLE ONES FOR E.W.P. � z 1 1 HEADER T SHEAR WALL TRAP IMPS -1$ DRAG TIE AT HIP $ STUB TRUSS TO 'WALL CONNECTION 4 PARALLEL I- JOIST/BEAM OFFSET FROM WALL � II I � m 1 S SIMPSON CS FRAMING SPECIFIED AS "JOIST" OR "I -JOIST" SHALL BE � OF THE • SIMPSON CS�-16 2X F.HT. STUDS, 2X BLK"G. W/PLYWD. STARTER BOARD {5}--16d TRUSS AND TA6..S W/ IMP S1 STRAP FOLLOWING: W � �► (WHERE OCCURS} MIN. S C 6 STUD WALL PROVIDE STAGGERED W/1Od NAILS PER PLAN OR STUCCO OR OTHER MATCHIING SPACM W/8d OR 10d 1). TRUS--JOIST MACMIL..IAN TJVPR+O 150 (NER 200) .. {WHERE OCCURS} S, N. WHERE SPACING 2x FRIEZE :: S.P.N. SHEAR MATERIAL E.N., ��;. NAILS 0 5" O.C. 2). BOISE�-CASCADE BCI 450 {ICBO PFC-�4f65} � F HT. IS LESS THAN 4" Q.C. P BLK'G, ER COND. SEE ;:;;; : . 3). LOUISIANA�--PACIFIC LPI 26A (ICBO PFC---3754) ..:•.:•:•:•. �: .... LAP & SPIKE 2x 3x � PLAN. ' OR 4X EXPOSED TAILS CONT. PLYWD. SMEAR PLYWD. SHT G. SHAPED 2�C �. MATERIAL TO RIM BLK G. {ON EDGE} E.N. .........�:�����:..,.... TO EACH TRUSS. DEEP BEAMS PER PLAN. 4}. APA-EWS PRI-40a PERFORMANCE STANDARD PRI-30, 4O {ICBO ER-5317 CANT. I�-JOIST w/ W/ ROOF E.N. " SEAT CUT TAILS. SEE FRAMING SPECIFIED AS '�i�=l." SH�4�..i. �#�: INVERTED "LILT" TYPE Ci T USS ARCH. DRAWINGS,} E.N, E•N. �, TRUSS IviANUF, SFiAI.I 1 , TRUS-JOIST MACMILL,AN MICRO LAM NER 4979) " , . HNGR. } CUNT 1 �-114 T S L � �� �, E.N. ...... SHAPED 2X BLK G. DESIGN TRUSS WITH � � � ., .. 'W ROOF E N AND 2). BOISE-CASCADE VERSA -LAM {NER 4 2) OR 1-3/4 L.V.L. N O OVER -HANG. � S. L.V.L. RIM W/ 1 ) 1 JOIST BLK'G. I 5 AT 24 O.C. 3 LOUISKNA -PACIFIC GANG -LAM {ICBO PI'C�-500 . SPACING OF TRUSS }• '�') 10d AT T B FLANGE W 3 10d PER dt TAIL SHALL MATCH, 2X / � I TOP .PETS. 1Ai ' E. N, JGG.. SHEAR E.N.1'ti7, 1■■1r�� #{�f �HM... •. \ 4riFRAMING ;�EIrI A� ���Lt" �IF i��l �1Y ow ��. �I Q��. .+i '� PROVIDE 2X BLK G. PLAN , ' ftoz � E.N.E.N. 1). TRUS-w'JOIST MACMILLAN PARAL LAM (NER 4979) � L 6 d a NAILER (WHEREsTGG. I TOP PLATES 2, 80ISE-CASCADE VERSA -LAM NER 442� % U Lai S.P.N. I REQ D-) / 1 OR BEAM 24" MIN, " a °, Q w F_ 16d AT 4 O.C. TO RIM I � } TYP. E.N. TRUSS AND TAILS w1 2 -C AT -- � 3). LOUISIANA�-PACIFIC GANG -LAM (ICBO PFC-5004) L„�.„i t'`. D �' 0 6 YARDING A EA, BM. `>4 4 . APA-E 30F�-IJC C,L.B, APPEARANCE GRADE (NER 486} � � � CO � � r Q k SEE ,_ .. * " * REFER TO ABOVE DETAIL.. I'""" �- ?� a ]l PLAN STUD WALL 4 f> N.T.S. 9 -fl N.T.S. ., FOR INFORMATION NOT " " � "�' FRAMING SPECIFIED AS T.S.L. SHALL BE. , ]] 3" EQ. EQ. 3" a]� TRUSS PER ....,...., SHOW IN THIS COND. o Q w r] ]] MANUF. SPECS. E.N. "' 2X� 1 ). TRUS-JOIST MACMILLAN TIMBERSTRAND {NER 49T9} - -- ''` 2X BL.K'G. W 3 -16d POSTS OR MULT. BLK{ G. Lu z m zo - --- -- E i STUDS. ups 2. BosE-CASCADE VERSA -LAM 442} , ]] �, DTL AT ROOF BLK G, AT WALL BLK'G. {) Lt.� �� �' `� AT ADJOINING ...�, I � 0z N T . 3). LOUISIANA-PACIFIC GANG --LAM (ICBO RFC-5004) L�... tX w w � � ;; It REFER TO GUIDELINES FOR CLOSEST' 3'-�-O"± 6 _O" _ T U 5 AT EACH 510E Q� # ] 1 -M10d AT ALLOWABLE NAIL SPACING INTO TRUS-� 1 NAILS 0 3" Q.C. NAILS 0 6" O.C. MIN. 2x4 STU€ S I `; � �`` { } Q` �: EXPOSED TAILS NA " a '"c'"'� Oz zo z U oz I -JOIST EACH SIDE OF JOIST (RESIDENTIAL PRODUCTS) FOR 2'--0"± 4 _0 d~ 1 B O.C. { o " MAX. 24" O.C. CtNG * , BLK G. EACH JOIST MORE INFORMATION. 2 NAILS 0 3 O.C. MILS 0 8 O.C. I & 5 - 1 Bd END -NAILS 2'-0" REFER TO SHEET SN_ 1 FOR MEMBERS DESIGN CRITERIA. a AT HEAD --OUT BLK G. �`'` : »`--r'' V)�� zoao sT ��I ��R'�w o I5©Q7A" 8B ;F72 +� wz ARCHITECTURAL RAI T.�TRUSS TAILS BUILT-UP' WOOD COLUMN � ALTERNATE ENGINEERED �Vl�l`�JOD PRODUCTS � Za��N" 17 CANTILEVER I JO ST TO "'ALL 1 SIMPSON CS 1 DRAG TIE AT ROOF TO WALL 9 EXPOSED»w z w Y. SIT.0R IaLYWO, ROOF SHT'G, 2X BLK'G. W/A F} AT EACH BLK'G. TA PLT"S. SHAPED 2X LEDGER H2.5A AT 48" O.C. TRUSS MANUF. SHALL DESIGN EXTENDED PLYWOOD STRAP LENGTH TO Tct•t SHEAR WALL SIMPSON CS-1 S 2X F.HT. STUDS, 4X BL.K'G. W/PLYWD, z µ 2 ,4 4 ALT.. TRUSS 80 OM CHORD w A35F AT 24 O.C., SEE SLC�T�-CUT PLYWD. TRUSS -TAIL AT POP -OUT TO SUPPORT SHT G. � 0 SI�"t''G. / W/16d AT 4" O:C. P y LENGTH AS INDICATED ON Pt�tNS / Lr'"� 110d MILS PER PLAN t3R STUCCO CAR OTHER 0, RO r Q 11 U.N.O.) I WHERE OCCURS, Lx,Z_ ROOF AND SOFFIT Lam, SHEAR MATERIAL E,N„ � � �- E N. CONT, DBL TOP PLATES w/1Fd AT 4" O.C. OR I 2X BLK'G, SIMP. H'I PER �. .y -,, .-- PER COND. Z� A35F/LTP4 AT 24" O.C. BMEEN PLATES, PROVIDE E.N. SIMP, HT PER TRUSS TAi EACH TRUSS I I .. I " w MSTA36 OR CS16X36 PER PLATE SPLICE/BREAK, E,N "" TOP PLATES Fi 0 U.N.O. TRUSS --TAIL W STARTER TRUSS 1 r' r �` "" 1 OR BEAM Tom• I BOARD {WHERE OCCURS,} TRIMMERS PER COND. I�IAX, 4-1/2" THICK SHIM DIRECTLY �iIER 2X $LK G. l / 1 I � � HDR. PANEL FAIR A TIGHT M. E.N. E.N 1 ,t ECONTINUOUS . � I TOP PLATES FOR BEAM) � 1 � s`IMP, Csi 6 SDS 1/4 DIA. WOOD SCRDNS TO BE SUPPLED TRUSS JACKS PER MANUF. I I 1 v BY HARDY FRAME MANUF. (MIN. 14 SCREWS PER SPECS." (CUT BOTT. CHORD I SEE STUD WALL OR BEAM _- l ! I W/8d NAILS. l 1 EACH HARDY PANEL) SCREWS MUST HAVE MIN. 1 �-1/2 FOR 2X LEDGER. t - 16 SOLE PIT.2X BLIC G. P� " REINFORCE CUT MEMBERS - "� -.. 16d AT 6 O.C.. (PRIMARY FRAMING} WALL NAILMATCH ER � �' 1 � raa 3 PENETRATION INTO TOP PLATES, �N U.N.O.} � 1 I I SPACING 1 € � E.N. � v PER MANU, SPECS. E.N.`,l POP�OUT wAll l _ HARDY pA PER Pik MAY USE L.U5 TYP� 2X" StiFFIT FRAMING AT 1 � � " � � .� co NEL {SIZE E HNGR AND ELIMINATE .` I �, �, N (SECONDARY FRAMING 6 O.C. WHERE , IBLK'G,1 2 -2x sell {STRAP PROVIDE 2x MAILER w/ �8 x 2 BEAM PER PLAN �T LOWER PIECE SELF-DRILLING,-APPINO INSTALL PER LEDGER AT BEAM ONLY. J } r PAN -HEAD TEK AT 18 O.C. HARDY PANEL 4'--�6"* N.T,S.'t"* N.T,S. ( 4&j WHERE REVD. SPECS. & ; 1 SIMP.A35 AT 24" O.C. A35 AT EACH SIDE TOP IC130 ET 5342 / •�, VE 4 ± GAP ALLOWED) ! & BOTT. TO PLATES AS SHOWN, ° /~� ,f' I `�SIidIP• L550 SERE � J t ' I `' �.. .•1 1 1 1 ° � ,,• ,,� U " E.N. � } GAP IS 1/4 <GAP<1 , J 1 I �` �,..• a •_ _ Y _ _ _ INSTALL PANEL WITH 7 8"Irtt DTL TR S � r 6 HOLDOWN ANCHOR BOLTS DIAMETER ] I , 1 1 ,, t 1 DTL. AT PLATES/BM. AT WALL BLI4 G, �, t OVER CONT. MIN. 2X P.T.D,F. 1 7 8 0 A.B. i ; / E.N. -� V � '�.. „�. '� „� � E.N - .- .. 3 t� B 0.,�U. MUD_SILL.. {SEE TABLE,} 2 1--1 8 A.B. CC3NT, 2X LEDGER W/ `� t ; TYP. I .- > 1 NAILS 3" O.C. NAILS 5 O.C. �- w. K n 16d 0 4" O.C. 0 BM. ,' I _ 2'-Oe:± 4'-0"± INSTALL PANEL WITFI 1--1/8 0 HOLDOWN ANCHOR ,/ H2,5 AT EACH TRUSS WHERE SHEAR MATERIAL FULLHEIGHT T 2 NAILS � 3 O.C. NAILS I� 6 O.C. U0 CONDITION AND 4)16d , , r� PER PLAN., TYP. KING -POST {OR SLID} BOLTS DIRECTLY OVER CONCRETE SURFACE. USE PER STUD � WALL COND. �� ''f SEE OVERHANG EXCEEDS 'I 8 .j NAIL AROUND ADJUSTING NUT & WASHER UNDER PANEL WHERE --- PLAN OPENING & OUTSIDE W� PLYWOOD E.N. W 2 ] ;= tE=d'• 1--1/2x DRY -PACK IS USED.) SEE TABLE. 1, Bt3IlNDRY OF SHEAR WALL, 'z 18 HARDY PANEL T CONTINUOUS TOP PLATES 1 TRUSS AT LOW- ROOF O WAL.L, AND/ORBM. 10 TRUSS TO WALL AND POP- OUT TIE AT EAVE 6 SHEAR WALL OPENING DETAIL 2 SIMPSON CS-1S DRAG TIE z E.N, CONT. PjM CAM (SEE PLAN) W/ FLOOR EN. � 'n" MITER BEARING BEAMS O I !R CONDITtpN EXTERIOR POST AT CORNET CONS, POST ; CONT, DSL TOP PLATES WHERE OCCUR. PROVIDE 0 OVER FULL BEARING " " " FINISH 16d AT 4 O.C. OR A35F LT'P4 AT 24 O.C. " POST. PROVIDE {2)--5/8" SIMPSON HL53 WITH 5/8 DIA. 2X HORtZ BLK'G. SPt�t WOOD OVER O OR DECK BEAM AT EDGE DBL L} J _� PLATES AND AT PLATES O RIM USE MSTA36 OR "�''" W CO PLYWOOD FLOOR 1---1 /2 MIN. X 4 LAG SCREWS W/ . CUT -x- E.N, , x. OR TOP PLATES I--J015T PER PLAN CORNER COND.)E/S LOST GS18X35 PER PLATE SPLICE/BR iK. SHT G. PER PLAN Typ. DIA, X 6 AT BEAM, WASHER AT EACH BEAM. USE 3" tii� PLUG HOLES, DECK BM. WIDTH. POST WIDTH . � IN �44 A_ " SCR�15 AT POST, U.N.i�, WHERE OCCURSM5 8 DIA, ► ° 2" MIN, 2�-?.�C POST/TRI1�, AT �'AGN SIDE PANEL �� "�"'/ t�SOLID 2x, 1�-3/4" F.HT, POST PER PLAN J MAX. 4-1/2" THICK SHIM DIRECTLY OVER; ZN, MACHBOLTS W/ � � i 2X FULL HT. STUDS1-1/4" �. STD. CUT WASHERS „� , L.V.L., OR PANEL FOR A TIGHT Fit. " " ] I ,,,� {SEE PLAN} T.S.L. RIM JOIST & �-r�'�'� 0 2_ 1 U.N.O.1 �� t] " TAPPING '""�rrl /2 # 2 BACKER BLOCKING Si�S INTO PANEL, CENTER STRAP AT JOINT. MIN, MIN. S224 w/1v-©x3/4 TEK SELF 1 2" THK. STEELImm "MIN I APPROVED WATERPROOF DECKING " P tTE {U,N.Q.} 1-1 /2 W ELA►STOMERIC COVER OVER SDS 1 4 PIA. WOOD SCRONS TO BE SUPPLIED � " T'Y'P. EL.ASTOMERtC DECKING PLYWOOD S.HT'G, 8Y H+�Rr�Y FRAME �1iRNUF. I�ItN. 14 SCRE�fS PER ,.,." CO Lu �1 1 ROUTE OUT CORBELS 4-1 j2 MIN. - ~� OR ALT. 2x PLANT -ON t 1 _ �," � 0/ PLYWD. �#T'G. �ICFI LARDY PANW 5 MLA' HAVE �[�, SOLID 2x, 3 L .L., OR " 3 PENETRAMON .RL� CAM. MIN, , , " / C4 SIMP. ABU TYPE POST BASE /"�"' TO HIDE HEAVY ANGLE 1 1/4 T,S,L.. "LEDGER W 2} ..H W 5 8" DIA. X 6" LONG LAG �'" 0 INSTALLATION ROWS OF 1 2 DIA. x 6 G / / HARDY PANEL (SIZE PER PLAN'S /" _ _ _ BOLT W/ MANUR WASHER �- _ . _ .,,, PR TIDE 2X w 8 x t PER 0 MIN. 4X OR 3--�1/2 BOLTS AT 16 O.C,, STAGGERED, ' INS PANEL ...� T,S,L.%LNV.L, BEAM 1" ND�, wOL ,NiZ ONE PER STUD OVER FINISH, ill 2" ] PA - TEX AT 18" O.C. MIN, 6X POST INTERMEDIATE CC �RE- DRILL HOLES & FILL SOLID � �RI� SELF8! . SPECS. & � AT LANDING,� I I STEEL STRINGER MIN, {TYP.} (U.N,O. PRESSURE TREATED WOOD ,,,, MIN ' WHERE REO D ICBO PFC- 5342 } FOR OUTDOOR USE, W/ SEALANT PRIOR TO ATTACHMENT. ] ►, I . {CHANNEL} DESIGNED DEPTH -- __. to SOLID BLK G {LATCH ABOVE 4 I I ARDV A35 AT EACH SIDE I MAN F 2. FILL do 5 ALL HOLES D TH OF LEDGER TO BE SAME �' '� 2 .� �.,",, • * * PROVIDE SLAP, HU HNGR. 'TYPE AT} , a „ �. � }� _ .� N BY STAR U . AS DEPTH OF DECK JOIST, „ ,r ._. M. SHOSOLID w OMERIC EACH END TO ADJACENT DBL---D.J, ter. TO BM. sill �s" sI O BOLT SPEC: AISC LATEST EDITION CAULKI , AT EACH SIDE OF BLK G. OR POST} INSTALL PANEL. WITH 7/8 0 DTL. DIAMETER MATL.: ASTM A36 3. ALL EXPOSED OWE PARR P RPENDICU R 2X OR TOP PLATES {DECK BEAM AT CORNER OND,} � �N ANCHOR BOLTS BOLT: AW7 STAINLESS STEEL E ; . PAINT: AS PER SPECS. NO PAINT " " " SHA�.L BE GALVANI � I.,. JST, AT DECK w LUS OR ITT {OR $EAM} � 1 7 $ � A.B. SIMP. HL53 WITH 5 8 DIA. PAINTED. "` � ��,°_�:'��; .� `� : ~w.:.��; ;: OVER CONT. MIN. 2X P.T.D,F, 2 1 �-1 8 � A.B. ARc�II�ECT 4 01) " n Jc�e NO. -5t04. ON SHOP CONTACT SURFACES TYPE HNGRS. RESPECTIVELY. , „ DR wN BY OPTM ONE MUD SEE TABL.E,} X 4 LAG SCREWS W/ STD. CUT 4. MIN. EDGE DIET " � INSTALL PANEL WITH 1--1 8 0 HOLDOWN ANCHOR WELD, ALL WELDS TO BE 1/4 FIL1.L#`, MASHER AT EACH BEAM. USE S 1 1 2� SLOPE D,J. 1 %4 PER FOOT TO 1, I.NCREAS'E LENGTI•I OF LAGS PROPORTIONALLY �� 9D SET 06/05/2003 E70Xx U.N.O. SCREWS C ) PROVIDE POSITIVE AGE, WHERE THKCCER LEDGER IS USED. . 3 SCREWS AT POST, MIN, PENE'TRA, N � 3 MALL' ; j �A r .•.,. •ti; :,,,; , t. ' .. �: �.: �---•�--- �- t30L.TS DIRECTLY O�fER CR'EI'E SURFACE. USEPRE--� i�rn„ES � F�.L � T Da�€E 0s/�/3 SEE PLAN (U.N.O.) �. USA LUS { HU TYPE M14NtRs �iHERE SEALA�rr PR10R TO ATTACHMENT. Y _ ADJUSTING NUT & WASHER UNDER PANEL w ERE PERPENDlCk4 ►R F.J./D.J. CONDMON OCCURS. 'AL RA►SHING PER ARCH. DWGS. ' 1-1 /2# DRY -PACK IS USED.) 216 112 � SHE NO 19 STEEL STRINGIER AT WOOD LANDING 1 MITERED BEAMS AT CORN ER POST CCU . 1 LEDGER TIE AT OPTIONAL. DECK 7 BASE. CONNECTION AT DECK POST 3 HARDY PANEL. AT CONTINUOUS RIM P IFNOT SCALE PRINTS 10. CAD FILE; 51041 SD2 DO NOT SOLE PRINTS r, . ___ . � - . � - . . -_ - - - � � ­ . - . I - . . I . . - - � I ­ - I ­ ­ - - . � � I I - I - I _.'________' I . ­ . I I . I . . . ­ . . . � . ­ � . I I . . I ____'____ I I . � - � . ­1 __ , � I ___ - - __ -, - . � . I I I , I MASONRY FABRICATED ROOF TRUSSES GLUE LAMINATED LUMBER SPECIAL INSPECTION SCHEDULE � FRAMING SYMBOLS & NOTES SHEET INDEX ____ . . I . - - ­ I - I . ­ . . I I - ' __ an I 1. . . I. SRICK SHALL 81E MEDIUM WEIGHT (MW) GRADE IN CCOIM04M WITH A.S.T.M. C-6Z 1. TRUSS MANUFACTURER 70 PROVIDE CALCULATIONS, SHOP DRAWINGS. DL7M,% BRIDGING, I. GL,UE LOINATED BEAMS SMALL BE DOUGLAS FIR -LARCH, WITH I-Ilr OUTER AND CORE SPECIAL INSPECTION PER = 28 CM SECTION 1701.5 IS REQUIRED FOR THE FOUV�' . *� 0� WITH AN ALLOWABLE COMPRESSIVE STIM07H OF 2000 pW. AND ERECTION MMM MW D171ECTION UNM TOTAL LOAD MALL NOT EXCEED 3/4* LAWAT04% AND SHALL CONFORM TO THE *STANWAD SMMI FOR STRUCTURAL. mm filmm I TO BMW TRUSSM DO NOT BEAR ON INTERIOR NON-WARINO PARTITIONS. (MSS CLUED LAMINATEI) TIMBW, A1TC/A.P.&-LW.& #117 AND AIRWAITC A-190.1 AND ALL � . - moo= S"m WAS. Rm ITO amm w^L umm. S1.1 PLAN 1 - FOUNDA710N PLAN 2. ALL CONCRETE B=K SHALL CONFORM TO AS.T,M. C-40, GRADE N-1, UGHT' OR MONFACtURER MAY CAMBER IRV$= TO COMPLY WITH THIS DOUCT04 REQUIlWAEW) APPROVED SUPPLEMENTS THEREOF'. 1). FIELD WELOW YES N/A 1. Remo am WALL Lwm I MEDIUM WEIGHT' WITH fm - ISM Pat (MINIMUM). OSHEAR" TRUSSES TO 2. GLUE IwAMINATED DEM SWL HAVE THE FOLLOWING QRMW (0 N.0 ON PLAN10; (INCL REINFMCING STEEL & SYEEL CECKM) ,ml - - - - am 11 . I - 3. AGGREGATE 94ALL CONFXft TO A.S.T.M. Cm-144 (MORTAR) & A.S.T.M. C-404 (60M. 2. TRUSS MAWFACTURER TO DESIGN RESIST 1HE LATERAL LOAD I S1.3 PLM 1 - FLOOR FRAMING PLAN INDICATED ON KANS (MINIMUM SHEAR LOAD - 15W LBS). - Fm SIMPLY SuPPORTim wmS ..... . ... . ..... #..."*...*­.­.*..* ...... COMMTION 24F-V4 2). HIGH -STRENGTH SOLM AND ANCHOR BOLTS YES WA _&'�:_ S1.4 PLAN I - ROOF FFMNG PLAN 1 4, PORRAND CEMENT SHAIL BE AS SPECIFIED FOR CONCRETE. 3. WHERE MULII-BEARING TRUSSES (TRUSSES WITH MORE IRAN 2 BEAM POW$) ARE FOR OWTILEVERED BEAMS OR _.__._____.CCM"jft 24W--" (SUP CRITICAL,-FRICT10ON DOLTS) z x APPLY PLYWIM SHM WITEIIIAL Pmm TO Calimmom Of S1.5 PLAN I - ROOF FRWING PLAN 0 GARAGE � S. MORTAR SMALL BE rIPE Or. =21)�WWLMV Dow CONTINUOUS OVER SUPPORTS . . ............. POP-W� FUMM SOW, OR ADOCEW MM360M WILL . ,R=W*:USr BE PROVIDED AT ALL INTERMEDIATE 3). STEM. MOMENT FRAME CONNECTIONS YES WA L 0 NO S. GROUT SMALL ATTAIN A WNIMUM COMPRESSIVE STRENOM Of 2OW pol. T COME DOWN TO FULL CONTACT AT 3. ALL G" L4MINATED BEAJIS SHALL BE UNC01MBERED. ILN.O. I (SP ORIMCAL-fRICTION BOLTS AND WELDS) SN1 GENERAL STRUCTU 1 7. MASONRY VENEER SHALL BE AS I" CHAPTER 14 OF THE APPLWABLE UK 99 QwM 1 4. SE46 SHALL CONFORM TO A.P.A,-E.W.S. OR M.T.C. MIDUSTRIAL APPEOWCE GRADE, U.N.O. __� MMM MOTIfift AWS AM WMM NOTES & SPECIFKMVS WANG %%U& � 1 4). EPMY ANCHORS; YES WA & OL I I SN2 GERMAL STRUCTURAL I 8. ALL MASONRY SHALL BE REIWORCIED GROUTED'MA"RY. GROUT SOLJD ALL'CELLS WHICH . � 4. SUM -TRUSSES- AT PLATE- LINE, TO ALION WON ADAACM 0ONVEMWOL RAFTER -JOISTS, 3.' MOISTURE CONTENT OF 1"E LUMBER AT THE TIME OF'OLVM SWL NOT BE MORE 'THAN CONTAIN RE -Mk BOLTS. ErC. GROUT SOLID ALL CELLS BELOW GRADE. WHERE OCCURRING. 16 PERCENT' VITIN A MAX VARIATION OF 5 PERCENT IN MY BEAM. 6). STRUCTURAL MASONRY YES WA 4. WWAI� MWES; INIMM WARING WA& NOTES & DUALS 9. PROMDE 2-11r MINIMUM GROUT SPACE AND 1/2" MINIMUM GROUT BETWEEN RE#+- S. TRUSS HANMRS AND ANY OTHER NECESSARY TRUSS HARDWARE ARE 10 BE CALLED FOR & ENDS OF . G&AMS SHALL BE SMED NO BEAM SNXL BE LAVID WRAPPED FOR (INDICASED AS HOW110 'SPECIAL INSPECTION*) SN3 M STRUCTURAL I SY1HE MMS MANUFACTURER. . 6). STRUCTLIMAL PLYWOOD I __&1____­_1_ * Down PaRnm or OEM DUALS � FORCING GORS AND MASONRY. PROTECTION DURING SHIPPIN10. I A. ROM ShlXfMM NAMM no WA & g_w%�-�- main Off& LEM WHKN IRY WRY PER ME . SN4 GENERAL STRUCTURAL I'D. SET BOLTS, ANCHOR% REOLM SLEEVES. 04SERTS. OR 07HER ITIMIS WMESSARY 6. TRUSS IAANLWXURER TO VERIFY U)CATION OF, AND PROVIDE REINFORCED TRUSSES FOR 7 BEAM SHALL WAR A LWOLE A613A.-LW S. OR AIT C. CRADE STAMP F GRADE SrAW 8. FLOOR SN60NING HALING ND A DEWW TIAE NUMBER DEWS SHAIL BE APP= NOTES & DETAILS . FOR THE AITACHMENT' OF SUBSEQUENT' WORK. W SUPPORT OF ANY MECHANICAL EQUIPMEW, WHERE OCCURRING. ILLEGIBM OR REWRED BY BUILDING OFFICIALS, A -CERTIFICATE OF INSPECTION!, BY AN C. SHEAR WILL NAILM NO ZA I - - \--X� OW SHW WJMPER *jm MI LEM -OF VIALL. FDl F(XJNOATON DETAILS I I 11. REF 70 ARCHITECTURAL DRAWINOS FOR WPE OF UNITS, LAYING PATfERN AND ,JOINT 7. TRUSS MANUFACTURER TO VERIFY LOCATION Oft AND DESIGN FOR ALL COUNG HEIGHT APPROVED INSPECTION A004CY, SMALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR 7). 'CONCRETE OVER 2400 pot (irp) I . I DUMS- UNLESS SPEWCALLY SHOWN OTHEMSE, ALL CONCRETE BLOCK AND BR11* CHANGES. SM ACCESSES. RETURN AIR GRILLS. EM AS REQUIRED BY THE ARCHOW. 70 ERECTION. A. PIwACEM6NT Or CONCRETE YES WA F1)2 FOUNMTION DETAILS 2 SHALL BE LAID IN RUNNIM BOND. & A COMKEM SET OF SIM=*AL OEM CUMMOK INCLUDING A IRUSS LA=ff S. PLACEMEW OF MINFIOPCING: MM YES WA 6. __ NOWES MVIS Of OVUM FROM Oft 296 MI 0 2r SDI STRUCTt)RAL DUA1S 1 DIW^ SHALL BE SUBM(TTED 70 OPTION ONE IN RE14ft AND COMMENT PRIOR TO C. DURING mm or TEST Smum YES WA K VM A MAIL SPAN OF IV­0� VAX TO FRAIM OW". . S02 STRUCTURAL DETAILS 2 - TRUSS FABRICATION. LAMINATED VENEER LUMBER z . m. REINFORCING'STEEL ''. ­­­ � ­1 � 4 POST-mmm W1 HAWf FRAME I � 9. =33 PLANS AND CALCUL47M SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT A. FL40EMWr Of OVIAS NO CONCRETE YES WA " 1&4__�_ W2 KAM FRAME 2 I. ALL REWORCING STEEL, SHALL COWORM TO A.&TA, A-615-40 MR #5 BARS AND FOR APPROMAL PRIORTO STARt OF CONSnWM. 1. La"Im VENEER LUMBER OX) SmL BE rAmmomm BY ms-jow (vv� LWWM- S. PL40EMW OF REINFORCING SM YES WA /_'�� . __ PXIM CORPORATION.(LK).- Oft 901SE 08CADE (SC) OR AN APPROVED MAL IN W Mom femm wimmt HF3 HARDY FRAME 3 SmAuix 10. PROVIDE 2X4 LADDER MAMING AT 24!* O.C. WHERE TRUSSES ARE SPACED OVER 2e. SrRUCIURAL OEM VAUAS PER THE FOUAXM SPECIFICATIONS. ALL LV.L PRODUCtS Q MMLAWN. S1 SVM AND 000SKIN YES A T. ISCINS ATM OF RVISO 2. ALL REINFORCING SIM SHALL CONFORM TO A.&T.M. A-615-60 FOR #6 BARS AND I.E. 3D*X3Cr ATTIC ACCESS. ETC. MUST HAVE CURRENT IC90 REPORT NUMBERS. Omm"m MUw BE AFffmw IN D. DURN40 VOM OF TEST SPSCNENS (�_� W4 KARCPY FRAME 4 LARGM I I - APPROVED TRUSS SHOP DRAWINGS SK*U BE A PART OF THESE COMRUCWN WRITING 13Y OPTION ONE CONSULtM OMMS PRIOR TO EREM". 9). C4W-*-PLACE PRE (OR CAISSONS) YES WA . OOCUMWTS THEY SMALL BE ATTACHED TO THESE DRNMNGS NO SSMALL BE ON THE I & FROM LAYOUT LEGM.- S. WMIE-LINE AM PIAMING VOLL 3� ALL WELDED WIRE FABRIC TO CONFORM TO A.S.T.M. A-185. LAP TO BE 1-1/2 SPACM, CONSTRUCTION SITE FOR DURAIM OF THE PROJECT. . 2, LAMMED VENEER LUMBER SHALL HME 1W FOLUNNG M84MM OEM VIMMM (DURING W4ft AM TESTING, AND CMIRMKN) . I r MINIMUM. m" STR13cm - so KSO. 12. TRUSS MANUFACTURER SKMI LAYOUT TRUSSES SO T14AT DUCT' CHASES ARE NOT j__*Aw mm Ly I 10). SOILS COMPLIANCE PRIOR 70 FOUNDATION YES SEE SOL$ - Kwom . 4. REINFORCING DETAILING, SENDING, AND PLACING SHALL CONFORM TO A.C1 318. BLOCKED OR INTERRUPTED. E� Modulm of ok*Ucfty .­_ . ......... ..... . ..... .. . ..... . ...... " . . ............ I A00'000 psi INSPECTION . I fa7m * 9A ki - , ft w - U___' WALL 5. WELDING OF RENOVONG STEEL SHAU CONFORM TO THE CURRENT A.W.S. STANDARDS F(b), Bermling Sbves .............. . O.I.. ............... . . . . .. . .. . . . ...................... ...... ZOM * Pd I= . ______" �P_ , , I& TRUSSES ARE TO BE FABRICATED IN THE SHOP OF A LICENSED FABRICAMDR, F(v), Shear Strm ...,-.."..."..+.#-.-..-.-..-...-...-".-."**4.--..-I . ...... *�-.#.#*..1..*. as w vfff I . ten PROM LOW HYDROM WEWNG RODS IM EXTENT OF SUCH INSPWfM SHALL =600 WIT" WfM 108 AM 1701 (W THE In 0 � C THE FOLLOWING; MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEM AND FACE OF 4. EACH TRUSS SHALL BE LEGIBLY SRANIDED, MARKED OR OMWOSE HAME PERMANENTLY f(o). OwWft" Pw"mftmW to QvIn . . .... ....... . ....... . ..... . ......... .... _. 750 pd im OR M. AN AFT100M S"AL BE ISSM TO THE ENGINEER OF AND wiftma a HE= mzImusm SM 292= kv= P---,�,I)ROM OF AFFIXED 1HERM 'THE FOLLOWING INFORMAT04 LOCATED WITHIN 2 FMr OF 1+4E 112, * For dopft greater 1hcm lg*, moffl* F(b) by (12/dr(1/7) ____ wam-m TED 01MERWW ON PLANS- CENTER OF THE SPAN ON THE FACE OF THE BMW CHOW. mm unmam aft- I CONCRETE SHALL BE MAINTAM UNLESS NO CEIVIRTMW AT 'THE COMPLETION OF EACH IM OF WM SIXM WWM THE WORK WAS . am Am IN COMF WITH THE APPROVED PLANS AND UMOROMON& AT -SLABS 04 GRAM ........ . . . . . . ..... . . ....... . .............. . ... .... . ... . . _..._....-CVM OF SLAB IDENTITY OF THE COMPANY MANUFACTURING IHE TRUSS. t Modulus of dmodw ...---....-.......-................-............-..- ZOW.WD psi � ::D . - -CONCRETE DEM GRADE. FORMED .......... ��..*."**.."""."#.*#"...+....-.-.......-.,-.."�.x - ' 0 ftnft SUM . . ........... . ... .... '*...*"._­..416#...._'.." . ­0~�.q'.*#'..#.*_.... 104= 0 I - 0 *­ . . THE DESIGN LOAD. , 0 -CONCRETE BELOW GRADE, UNFORMED (POURS) A"Wt EARTH).......___� ....... -...r c . THE SPACM OF TRUSSES. , -*--,+ m . '4�1 . STRUCTURAL OBSERVATION 6 c v " Shear SIMON -'._.­.._..... . . ... . ...... . ....... . ...... . ... . .... .................... . . . . . .. 205 pot r--_wa of mm-coff DESIGN ASSUMPTIONS -4*NCRETE EX12OSW TO W64THER ......... . . __...­# ............. _._...'..*­.' .......... . . . 41.1-1/2* c , Compression Perpowlewar to Grain . ......... . .. . ........ . ........... . ........... 750 pst . . . . . w� � � pi AT FU)OR AW& . 1. m __ . -WALLS . . .... . . ... . . ........... . ..... . .... . . ............ -....-..-.......-.......-.-..-.....-....-.-.....-...I I& 'TRUSSES NOTED WITH INOF LN�m 014 THE FRAMING KM SHALL BE DEW*D FOR A m * For da0w qrsaW thm ir, mW* M) by (12/tr(1/7) . a � COUJMNS AND 8EA16 TO MAIN SAM . . ....... . .... . ....... --.....--..�"-.-..-.-.-.-...........r MINIMUM OF 15M LBS. LATERAL. LOAD CAPACITY, U.KO. . STRUICTURAL. ONSEINXTION 91OLL K PROVIDED IN SEISMIC 3 OR 4 WHEN OW OF TW MI 3= SEE= mum I UBC 1997 EDITION OR CDC 2001 EDITION 1 3. DOUDIE AM TRIKE 1-3le WIDE LV.L SEAMS 91ALL BE ATTACHED IN TW F01,141WING FOLLOWING CONDITRW EMSM: OM 0 = SOCTION 17OZ) . Im I=Wff fum I elf, W *To 2. 9LIML 7. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS (2!-O' PLY -WOOD AND OPEN WEB TRUSSES MANNER, U^0. (NALM ON SM SM FOR TRIPLM I 1). T-HE STRUCTM IS DOM 94 TAW 16-K AS OCCUPONCY CKUM 1. 4, OR M. . r" 19 . a am mv. ROW: 1801) + 20M) ..... . . CONCRETE ROOF TILE (442m<RODF " MINIIAUM) AT ALL SPUCK U.N.O. __ . _ . � mw� MR 12* & LESS DEPTH . . ....... . *..o.".#"#" USE . OF 16d NAIIS 0 Ir O.C. 2). THE STRUCTURE IS REQUIRED TO COMPLY WITH SECTION 4M - N. - �'m - __ ________m - - I . - FLOOk .40(LL) + 1800 3/4- GV.-CRETE FLOOR SMW & ALL BARS IN MASONRY SHALL BE LAPPED A MWAUM OF 40 SW DIAMETERS (X--O" 1. 'TRUSSES SHALL BE FABRIMED BY TRUS-X= (TJ). AND MFORM TO LMO. FOR le & GREATER DEPTH . . ..... __ USE ?3= OF lod mm 0 le O.O. NAW SM soft so own" mve.- 6%W + I 6(m) ::.-.-.*. WITH= UGHT W0GHT CONCRETE (STD. DECK) MINIMUM) AT ALL SPLICES, U.N.O. 0GE OWAOX OF -NMJM TO BE 2*. yj IF I wime,lw RAM & Lam & O%Af%o REPORT NOL NER-119, NER-114, OR NER-200. A" I.C.O.O. APPROVED EQUAL IN 3). THE MM07M IS IN SEISMIC ZME 4. N(a) AS SET FORT" IN 1ABLE I$-$ IS - boommm I 0. SPLMS OF HORIZONTAL REM IN WALLS AND FOOT#= SMALL BE SIAGGERED V-V S71WTURAL DESIGN VALUES MAY BE USED AS AN ALTERNKIL 4. QUADRUPLE '11-31e ME LVA� BEAMS S?WL BE A7TACHM WITH 11r W WMINE GROM THAN M AM A LAMK DEM IS REQUIRED FOR IM ENTIRE STRUCT­ 14 ____ . aim 20-qm mom Fi�4 WHO. so MPK "Posum or MINIMUM. . 2. TRUSS MANUFACTURER IS RMPONSIDLE FOR DOM OF THE TRUSSES INCLUDING BOLTS AT IV O.C. STA)CM, U.N.O., WITH STANDARD HOLE W1ASHERS ON FACH SIDE URE. (E)CEPM: (I)- AIM (2)-50W OROUP W, ONISION 3 AND ~ V SEISMIC: ZONE 4 I 0. PROViDEwwasIN FOOVM ANQ/OR GRADE BEAMS THE SAME SIZE AND NUMBER AS BENMG� SHEAR. DEFLECTION, AND ANY OTHER GOVERNIM DESIGN CRffgMk OF BEAAL EDGE DWANCE OF 11r OW SOLIS TO BE Z. MACHM BOLTS TO BE ASTM OCCUPANCIES AND (1) At (2)-SMW GROUPS 'r. or. *W AND *V OCCUPANCIES). 11. FUM TO ALL W SIGETS FOR GMK WIM COOK DEVAS AWD CMIRMION SPIMMIM SOL PROFLE: Sp VERTICAL WALL OR COUIMN REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION & TRUSS MEMBERS SHALL BE ADEMATELY BRACED AND BRIDOW IN ACCORIMNCE WITH THE SMOM A307. 1 4). WNW SO DESKOVM OY M ENGINEER OF RECORD, OR I Wa) FACTOR: 1.00 EQUAL TO STANDARD LAP SPUCE. U.N.O. MANUFACTUREWS ROQUIREMMITS, 5. IV 6 i8- DEEP 1-3/4' WIDE LV-L BEAM ARE TO BE USED IN MULTIPLE WM OILY. 5). WIIEN SUCH OBSEIMTION IS SPIMIFICALLY REQUIRED BY THE SUILDINO OFFOIL I N(v) FXTOR: 1.00 11. #5 OR LARGER BARS SHALL NOT BE RE -BENT WITHOUT APPROVAL OF OPTION ONE- ALL , 6. NO FIELD MILLING OR KANING ALLOWED. ALL MILLING OR PLANING 10 TAXE PLACE AT . - 4. us 1 4. JOIST HANGERS AND ANY 07HER NECESSARY TRUSS HARDWARE ARE TO BE CNIED FOR . WARING PRmSUw_- I500 PSIF BAR BENDS SHALL BE MOVE COLD. BY THE TRUSS MANUFACPFURER. . THE FACTORY OR LUMBER YM. FOUNDATION SYMBOLS & NOTES SM CLASSIFICANIft PER SOIL REPORr - . i2. ALL REINFORCINC SME4 ANCHOR SOLIS. DOWELS. & INSERTS 94ALL BE WELL. SECURED 5 TRUSS MANUFACTURER TO VERIFY LOCATION OF, AND PROVIDE REINFORM TRUSSES FOR I . - " . . -, . � - .. sm awmam. ww EXpamm PoToin& . _'$�� REPORI BY.- Prm IN POWION PRIOR TO OWECT04 AND PLACING OF CONCRETE OR GROUTING MASONRY. THE SUPPORT OF ANY MECHANICA_ EQUIPMENT, WHERE OCCURRING. am IQ In _Eftw� fam� Tm ..... I& VOWN& SAM 94 WALL SMALL BE ACWRATMY POSITIONO AT THE COM OF THE S. A COMPLETE SET OF STRUCTURAL DESIGN CALCULATION% INCUMING A TRUSS. LAYOUT PARALLEL STRAND LUMBER 9010ATES EXTENT OF Sl*M WALL / ANOMOR MTS REPORI WJMBMI 414-01 WALI, U.N.O.. AND 11D INTO POSITION AT THE TOP AND BMW AND AT INTERVALS NOT DIAGRAM. 94AM BE SUBMITTED TO OPTION ONE FOR REVIEW AND COMMENT PRIOR TO - _'_' I - ­ � ROOF SMAMING I ad COMMON 1 40110. ORM - - REPOW DATE-. NOVEMBEFt 26, 2001 EXCEEDING 192 MR DIAMEfERS. TRUSS FABRICATION. I 1. PARALLEL STRAiND IAIMNER (P-L) SHALL BE FWtKA'TED, BY TRUS-JOIST (TJ) AM 1 100 p2mm rue" --swm OR; VALUE INDUM "OR GMT SPAM IN IINCMES ON 7 TRUSS PLANS NO CALCULATIONS SN&L BE SUNKITED TO THE WILDING DWWVENT CONFORM TO I.MO. REPORT M NER-292- AN MO.O. APPROVED EQUAL IN SrR=- FLOOR SWATHING " w 2 CO* Immmmm, Yejaw nqc� MEAT. WDSILL, W . . URAL. DOM VALLIES MAY BE USED AS m &Mmv- (ALTERNATES war BE APPROVED " . I . FIDR APPROVX MOR TO SIART Of COMTRIUCM IN WRITING BY CIMON ME PRIM TO MMWN� "m mm 2�_ Anvem vmix 1116101m &YERMIE. SHEAR asm. . . 1. STRUCTURAL STEEL SHALL CONFOft TO A.S.T.M. A-572 GRADE 50 (OR A.S.T.M. A-36� S. TRUSSES ARE TO BE f'ABRICATM IN THE SHOP OF A UCENSED FABRICA30R. LBER FOWIG INIMUM IGN 318! SMAR WALL SHEMATHING ad COMMON OR QALMANM BOX 70 'SHEAR ELEMENT' SCHEDULE & NOW FOR MMON& 9. DOUBLED JOWIS ARE TO BE NAILED TOGETHER PER IC80 Nm NER-119 WITH 16d NAILS C Mod" of alastftlty . . ........... . . . ...... . . . .. . ................... . ......... . . X000,000 Psi 1/2" SHEAR WIVLL SH801040 ' 40d COMMON OR G"ANIZED, WC Z STEEL PIPE SMALL CONFORM 70 A.S.T.M. A-53, GRADE S. AT MIN. Sm O.C. INSTALLED PARALIa 70 GLUE UNE AT TOP AND BOTTOM FLAiNGES. F(b), Senft Straw ...... . ... . ............ . . ..... . .. *....._".-__**_*.*.._*."..4 ...... 2*= * be INDICATES LEWM Or ANCHOR SOLIS SPAM AT MUDSHI, OR & STEEL TUBING SHALL CONFORM TO A.&T.M. A-501 OR A-500, GRADE S. 10 WHERE UPPER LEVEL FLOOR HOLDOWN STRAPS ARE SECURED TO FLOOR TRUSSES AND/ F(v). Shear Stress ...-......-.-..-......-.-.......-.,...-.....-......... . . . ............. . .... . . 200 jW 1 441- 1/2- GVP. Bomm 5d COOLER OR WALLBOARD. ALTERMNE SHEAR ELEMENT SIZE OR DESIGNATION. 4. SIM PLATES SHALL CONFORM TO A.&T.M. A-W2 GRADE 50 (OR &S.T.M. A-36). OR FLOOR GIRDER TRUSSE84 SUCH TRUSSES MUST BE DESIGNED FOR THE FOLWWING f(c). cwnprawkn Popm M I to Cvtdft _._*­"* ....... . .......... .. . * ......... �. -1 " . S. MAWNE DOLTS AND ANCHOR BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.&T.M. LOAD 00NDITIONS IN ADDITION TO THEIR VERTICAL AND/OR LATERAL LOADS- * for depth* jimtey ffm Ir, multiply M) by (12/dr(1/9) 5/w gyp. own �Od COOLXR OR WAUBOARD. � . A-307. U.N.O. ON PLANS. UKJFt AND/Olt DOWNWARD FORCE - i650 LOS. AT (I)--CSIS STRAP LOCATIONS. 3. NO FIELD MILUNG OR PLAMNG ALLOWED. ALL MILLING OR PLAN10NG TO TAKE PLACE AT . - . - L-'_---,P0$T-TEN8I0N ONLYx = c_% a 1,06 an RAW (7/5' VMATE$ UNIFORM LM LOAD IN EXOESS OF 750 PLF, PWT-TENISION & N �TES . 6. LIM " COLD FORMED Sn MEMBERS SHALL OMFORM TO A.S.T.M. A-441. b . UPLIFT' ANDIOR DOWNWARD FORCE = 3300 UIS. AT (2)-.CS16 STRAP LOCATIONS. 7HE FACTORY OR LUMBER YARD. . STU000 AwLGA1AE__t1.-1A2: hm 7L11: Mum I DE810" 9HALL AMME ALL OTHER UNIFORM LINS LOADIS v, 150 PLF. I - -_ I - 1- ­­ i - � � - - jm� - � . I . . . a UPUFT AND/OR DOWNW4RD FORCE - 46M LB& AT MSTW/72 STRAP LOCATION& 4. US 'WOLMANIZED' (PRESSURE-WAlED) WOOD AT EXPOSED EXTOW APPUCXnOft I.E.. . . . , 7. HI-YENSILE BOLM W14ERE INWAIM ON PIANS OR 10" SM" BE Of THE FWTION 11. TRUSSES NOTED WITH *FLOOI1 F_N�w 014 THE FRAMING KAN SHALL BE DESIGNED FOR OICM PORCHM BALZONIES, M. HOMZONT& STOM _I*d COMMON OR IW SINI(ER 1�1111 I VM §MMUML TYPE AND THEM SHALL BE NO PAINT. OIL, LACQUElt OR O&VANIZING BETWEM THE MINIMUM OF 1500 LB& LqEW LOAD CAPACITY, U.N.O. . ' " I CS-110 $I= - , I OATES BOLTED rYPS HMDOWN CONHWTORS, SOLE KAIE MUDSILL PL= VERIM & CONTACT SURFACES. HI,-7ENSILE BOLTS SHALL CONFORM TO A.&TJA. A-%=, U.N.O. 1 2nd FUDOR 10DOWN MWM (VERTICAL) . ic.d%& OR I -ad CALL Mw � 111 4 HAIM ANCHOINE w 8. WELDING OF STRUCTURAL SIM SHALL CONFQW TO A.WS. 01.1 USING APPROVED E7W FOUNDATION LAMINATED STRAND LUMBER I . . _gz i0m ELECTROOM . _. ­ . . .. �� . I � I � � lad COMMON a MlMir) & MT`T2W I . ATO STW TM HOLDOWN 001060TOM "A wm SCAR" _Rm led a 2X 100" I FOUNDNIM MOUXW SfRAPS: (VERTICAP 10d SINIM AT Hq= , ,. _ .% JIM OOMM014 was * r 06c� W 5NAT 40WK& 9. ALL WELDING SHALL BE PERFORM BY A COMM W%LM. USING: THE ELECTRIC 1. THE MINIMUM ULTIMATE COM SMENGTH AT 28 DAYS SHALL BE 2500 psi. (3000 1. LAMINATED STRAND L%#dM (WQ SHALL BE FABRIMED BY TRUS-JOIST (TJ) AND SOS IOL4 X 3 SCREW AT PHD "WH a 010. CONFORM TO 1.02.0. ROMW MD. 4M. AN LCALO. APPROVED VQUAL IN SINCIIJI11AL w . I - AT M IES NO 12" OA AT FOU0. (2X M'R= (V WCOW SHIELDEI) ARC PROCESS AT UCENSED SHOPS, OR OTHERWISE APPROVED BY 114E LOCAL psi FOR MAT FOUNDATION SLABS­-N-GRADE)� NOTE THAT M IS THE MINN" DESIGN - I& PUMPM OWACRY-. 200 ON) BUILDING DEPARTMENT. I . VALUE HIGHER VALM MAY K REQUIRED PER SIM CONDITIONS. PER THE SOILS OEM V"M W BE USED AS AN ALTMAIE (ALTOMIM MUST BE APPROVEI) � I- MAN I a - ERS AS DIROM BY AVONACTURM AKV.110R _. ­ .. _.,, am 10. CONTINUOUS INSP07M IS REQUIRED FOR ALL FIELD WELDING. ENGINEER, OR PER THE BUIUANG OFFICIAL FOR SPECIAL EXPOSURES, REFER TO THE IN WRIMNG BY OPTION ONE PRIOR TO ERECTION). . SME PLATES . led P-W& (a*) � . Mis. A.PA W= SME41MM AT 52�2* Aa 2X SACM . FOLLOWING CODE TAB= (UW,0R_=).- 2. LAAMNATED STIUM UIMBER SHALL HAVE THE FOLUAM MINIMUM OEM I . � TYPICAL. MUMLL ANCHOR BOLTS M BE SAO METER x 14!' LOta W% Sd 00111MCIN NAILS N 4' = ArMWA W = Ii. ALL SIM EXPOSED TO WFATHER SMALL BE HOT -DIP GALVANIZED AFTER FABRICATION, . EXPOSURE TO FREEZING MD THAIVM. TAKE A-19-A AND FIGURE 19-A-1. * USE 5 At W= M Ir 04. AT "". (2X SOLE PUMS) (2x mum1w OR OTHER APPROVED WEATHER PROOFING METHOM MAY BE USED. L Moduka of *WWcRy (11-i/4* DEPTH AND 1,3DO.000 pot ' ' TABLE 23-W-B-1 /$- OWWER x IV LONG AS.'s, IN LIEU OF 5/r DIAMETER ,a QUMVILE 0WAVOY.- 350 PH) . SPECIAL EXPOSURE CON01710ft TABLE 10-A-2. F, Modulus of O=Oft (I 11-7/8* OWM AM =1 ..... . ft.. 195m*000 psi GENERAL. FRAMING um'� f9ft ON VW & FWWM) x 14r AjL*9 (4!' PROJECTION FROM SIM). 12, WHERE FINISH IS ATTACHED TO STEEL, PROVIDE llr Olk SOLT HOLES 0 36" O.C., . EXPOSURE TO DEICING CHNICAM TABLE 19-A-3. r6d P�� Oft, U.N.O. APIX fv= S"BMWs . b, &mWing Sboss 11-Ile DEPTH Am smunt) .......**..#..".* ........ . 1700 0 Psi . EXPOSURE 70 SULFATE CONTAINING SMUTIOW- TAKE 10-A-4. b . -7 A- * * USE 3/4* OVUM x IV LONG &B."s IN LIEU OF 5/r DIAMETER wwm $0 COMMON NU AT r = w ow A& 3x,=W/ BwWhq Skew ii I Ir OEM AND WATER) ........... ... . ..... _ 2250 It p*i x Ir AAM's (r PROJECTION FROM SLAB). AT lir O.Q -1/2- DIA. X 3- NI1SM STUDS 0 30" O.C.. V.KO.). MAY. CHLORIDE ION CONTENT FOR CORROSION PROTECTION-. TAKE 19-A-5. v Shear ft"" . .................... . . ......................................................... -....,_ 285 psi BOLTED CONNEC11IMS A307 BOLTS W/STANDARD CUT' IWASHEM (ALWIMSE . . al. STAMM Ar AND Ir = 13. ALL WORKMANSHIP AND A- to G1Vb ......... .. �...._.._.._...­.._ . " . I MOM. I& AT MD 0*20 mm" . W___�__ OUMMU 0WAM: 430 P11) "Ormii &)* MATERIALS SHALL CONFORM TO 744E LATEST EDITION OF WE 2. CONCRETE FOR SLAB ON GRADE 94ALL "AVE A MAXIMUM SLUMP OF 4!* PER A.S.T.M. Compression. �MIUMPIPUT .... . ...... wo psi 1.1 IV LONG AND Ir LONG. AAL's MAY BE USED 94-LEU OF le LONG : 'SPECIFICATIONS MR THE OEM. FABMCA170K AND ERECTION OF STRUCTURAL STEEL. C-i43. * For dePft Weater than Ir. mWft F(b) by (12/dr(O.002) MUD Sus 3"% 6 ZKOW.-ONNOWM9 FOR BUILDINGV. BY A.I.S.C. & ALL CEMENT USED SHALL CONFORM TO A.S.TJL C-150. 3. NO FEW MUJNG OR PLANING: ALLONM ALL MWO OR PLANING 70 TAKE PLACE AT j I AND IV LM A.S.'s F A ME -POUR FOUNDATIM SYSTEM IS USED. A,P-k W $MUM (g)-R= I$d AT AW INA A& PENETW4ML INTO CONCRETE - U "" W, 14. AM OR" UNDER SIM BEARINO PLATES SHAI.L BE SOW WMACK OR NON -SHRINK 'THE FACMRY OR 1LUMBER YAM .__ . ir ad 00111" "as a r O.C. ;r 04Q SMAGM xr ir Ole" mom i GROLIT KAM AS Oft -CM BYTHE MANUFACTURM 4. FINE AM COURSE AGGRE"TE SMALL CONFORM TO ".T.M. C-33 FOR NORMAL. WEIGHT Sm%w/WIRD CUMS AS DIRECTED BY MANUFACTUPOR. SVX**Og= AT V= AM Ir 0.0. (v WE RAM mom CONCRETE AND A-5.T.M. C-330 FOR LN*nWgKW CONCRETE. a "Ba. ( 7_wL&)1ft I 15. ISTM 13 TO BE FW"TED IN 'THE SW OF A LICENSED FABRICATOR, . ABBREVIATIONS ig oump" awmmy-. m pff) 16. SHOP MWINGS SIML BE SUBMITTED TO OPTION ONE FOR REVIEW AM COMMENT PRIOR 5 READY -MIX CONCRETE SHAII K MIXED AND DELIVERED IN ACCORIMNM WITH A.&T.M. . WOOD FRAMING I Irm NOT USTED . ::IAS; OMVCTED BY CODE AND/OR M1ANUF. . . 1. . '- � - - . TO FABMCAnft C-94. . - . W-RM 31W# X Ir "/'I* ok A& ax 9"m W/ . 17. FOR WELDING AT BRACEI) FROMES & MOMENT FRAMES, THE WELD04G FILUR METAL SHALL 6. PROVIDE 31e 04AWM AT ALL EXPOSED CORNERS. U.N.O. BY ASM. SPECS. 1. AU. CONVENTIONAL FRANIED PORTIONS To BE CONSTRUCTED PER SECTIM 020 Of 'THE 1. AA ,w ANCIIOR XXT 67. (KS) 1* KING SIWS) 008 AT r 0.0� AT I r A<"" SIA00m . HAVE A CHARPY V-WNCH (CYN) IOUGHNESS OF 20 FT-M, AT 701 F. � AlLam I ALL NARANG IS TO BE PER TABLE No. 23-*-9-1 OF THE =-QLJM NAL SCHEDULE I ­ 2. AMWL - ADDITIONAL. S& K-SWS) w KING STUM) mm. a M-0mum ova% EX & I"m . . (E70T-4 IS PRO4110M.) 7� POLYETKYLENE VAPOR BARRIER (WHM REQUIRED) SMALL EXTEND r INTO EXTERIOR ONFORM. SULDING CODE, OR C^*WM SURMING COM. . ­ . ___ - . � & ADJ. w ADVACENT 49; L.J. w LANDING JOIST I& RWR�wr ��MAPMSDSKIYI% fr ax Wi0sw . AND INTERIOR FOOTINGS & SHALL BE LAPPED A MINIMUM OF 6*. PUNCTURED SARRUS' . V"OVASW CAPACITV; M plf) SHALL BE REPLACED OR REPAIRED. 2. PW-DRLL.FOR IIAILING WHEN NAIL SPACING: RESULTS IN THE WOOD SKMING. 4. AM m ADM 70. LV.L w LAMI14M VENEER LtIMBER . P.=M=Q A I Doom Box SA .. I _ - � - _ _110" - ____ ­. - K A$ Ir Im vems"Tr IfIf NAAMIC L1&M#rAJ%"1b= ... -.e---" ~"-O� ~�fiff&%'_ �*&&%*. VU&M& "*'&0'"ffm&- fteft -n.me Mv1A1#-%fiff&1^ V%mr. %Ammox Ivowe a&­v%ft & SILL FASMM 3 A4. ORY #0" MV NM SEARMW W WUW 9V" rME WN&ft WT VvOiEfa M000*00"w"D � ,__ mu S ad W= it WAM & NO AL SOLT HOLM SHALL. BE DRUM MIN. 113r NO WX. Off LAMER THAN YNE . 1. TEMPORARY SUPPORTS, M ME THE ME RESPONSIBILITY OF THE FWMING CONTRACTOR SAr DIAMETER x 14!' UM ANCHOR BOLTS 7 IN10 CONCRETE. 61-00 O.Q MAXIMUM, ow DIAMETER, AM HAVE NOT' BM CONSIMM BY '46 STRUCTURAL, M**M FItAMING CONTRACTOR MIN- OF M-SOLTS PER PIECE WITH W-BOLT U"IED Wt MORE TIM ir OR LESS 4. ALL DOLTS SHALL BE RE-7101TENED' PRtOR 10 APPLICKRON OF FINISHM IS RESPONSftE FOR 11HE STABILITY OF IM STRUCTUK PRIOR TO THE APPLICAYION OF THAN (7)-BOLT DIAMETERS FROM M14 END ANDAR SPL= OF THE POM U.N.O. Sd I 5. TOP PLASES OF ALL SM WAUS SK41L BE TWO PISM THE SAME SZE AS STUDS, SHEAR WALLS, ROOF AND FLOOR DARWAGMS AND FINISH MAXERIAIJ& HE WALL PROVIDE MAY BE USEI) IF A ONE POUR FOUNMION SYSTM IS USED.) 10d TS m mm UAO. SPLICES 70 LAP 4'-O- MINIMUM WITH A MINIMUM OF (8)-16d NAILS PER SPUCE. (ImIrm='m BOL W"S; 12d 'THE NECESSARY BRACING TO PROVIN STABILITY PRIOR 70 THE APPUCATION OF THE AFORE- w m __Swm ucirrif"Am uAlrecum ift finercklAwfiftm %fierm IM t.*Ivr mv MCI n MCLffATftA.' d%ir Tur I f% 0 1% ADIN*mxn eufw amm =MIM. r"I I" WAeumwk 'Z-'S" f% 1% "AVIUS AU 00' =WW fi- PRONIM MOL 2A RAFff= 0 2e 0-0,. WITH A bMMM SPM OF W-6m M QMJFnMA WIRE ow 0.131 0 I WIRE ------. ­ mr: MK 1.57, Wff DK 0.11ril-I wm - GAU0E pawmil DN . TEE MK I.w - . 'm WNE 004m. . '­ MN. 1.780.j - _. ,.%.I. *-w.0&m'w%rm%. 41 6. qvwwTwf . mww�%­Tw.��N MJ. MTUrW#% 0%0410 nMAAM6 %-A�M M^fr, vwkimnr.W3 F� IM I %Flo�vw lAwamloo . � - ___ 6. ARCK = AROMECT(URW 7Z MAX = MAMUM �NXT VA ISQUARE PLATE WASHER = 7. &C. - SOTM CHORD 73. M~. m M~ACIURER L & 8D. - BOARD 74. MAL to MACHINE BOLT 3/1 e X r X 2" (AT 2X MUD -SILL) S. BWO. - BUILDING 1 7& MIN. so MINIMUM . 5/art - 10. SLICS. -P BLOCKING 7L M-L an MICRO -LAM (TJ) L � . 1/4m X 2-11r X 2-1/2" (AT 3X MUD-S41) . I I. OLT. w SOL'r 77. MULT. m MULTIFU 51le X 2-3/4!* X 2-3/1V (AT ALL CASES) le I i 3 ___ 0.148'* 8 � 0.141r: 9 MIN. 1.71r 0.12trIO-11 .2 MIN. I.W ' Xm P_-HAL It 9 /21 - W I I I wm IFEA&V 01AAAM&I �_.­­�_ �1�1� _­_­ ­_ .- ­ _. ­ ~T.�Vwv� �1 fv� ..--. ­­_ ­ --­ ��.� T��'"1114 � ­ �__m' w ­_' __ - ­_1 ___ ­1 ____ - _____ - - - -----. ___ __ __ ­ _­______ ­ . ­ _. . - - - _'_ __ � iz- MR. w EIFLOW 78. wa.s. 10 I w I I Q Ww" . I � I --- - STRUCTURAL ENGINM DO NOT INCLUDE INSPECTIONS, OF CONSIRUCMON MEANS AND CORNERS AND SPUCES U.N.O. ON PLANS. FRAWa CAUFORNA FRAMM 70 BE BRACED TO STRUCTURAL. FRAMING BELOW. H 6d 14.1wW- a I MK I.w 11 Lo.i I 10 I MK 1.02*j 1 W OMIE I ' I . - _ 13. am. w SM m O/ w OVER ANCHOR SOLT NUTS SiALL BE T"7ENED J= PRIOR TO COVERING; THE FRAIAW. METHOM OSSMAMNS PINVORMW BY ARCHITECT *V/OR STRUCTURAL, ENMEER 9. USE 5/8* DIA, x 16* ANCHOR BOLTS PROJECTING 4" ABOVE W SM AT ALL 3x AND 7 PROVIDE MINIMUM 2x6 SWDS AT PUMM WAUS. 1.&_JLI�W. . 6 I 10". 2JV'l 10MIrl .9. .75*] [0-.131* 10-IN - Iffr -j MIK I:: 14. 9M. - Boll am O.C. w ON CE1NTER MTIES-'. OURM CONSTRUCTION ARE NOT CONTINUOUS AND DETAILED INSPECTION SERVM WHICH (2)-2K SHEAR PANEL SILL LOCATIONS. (1r A.B.'s MON' BE USED IF A ONE POUR & PR(YME Ix8 DIA0010L W-IN BRACING (AT APPROXMMMY 46 EVERY 2W-00 I& Swo. wt BF&#4m al. OPWG� " OPENING � . ARE PERFORM 19Y OTHERS. OSSMVA*RONS PERFORMED BY STRUCTURAL ENGINEER ARE FOUNDATM SYSTEM IS USED). �- WAVAN IN STIJD WALLS NOT FULLY SHEATHED. NAIL WON (2)AId's PER STUD AND (3)- - PERFORMED SMMY FOR THE PUVOSE OF DEMUNING IF CONTRACTOR UNDERSTANDS WE RECOWMM USING 7RACKEI%S*,COLOR-OODED NAIL SYSTEM, FOR FAE OF NAIL I c (c) w FULL BEARING CRIPPLE 82. (P) " POW I . USE A.PA RATED SHFA714#40 PANELS. EXPOSM 1. WITH WERM GLUE OP" INTENT CONVEYM IN THE CONTRACT DOCUMENTS. OBSERVATIONS 00 NOT 10. ALL CONTINUOUS IWADE BEAM FOOTINGS TO 14AVE MIK (I)-#4 REINFORCING BAR AT 4OWS AT EACH END TO KATIE (MIN. (4)-STM). VERFMATION. (1XAO.-#5=. LAR,ft-#23W&) 17. CAW. = CANTILEM a& PERP. w PERPENDICULAR (OSS IS ACCEP'ME IN-LIEV OF PLYWOOD PARELIS. PARTICIJWOARO IS NOT ALLOWED). GUAIWM CONTRACTOR'S PERFORMM40E AND ARE NOT TO BE CONSTRUED AS SUPER- TOP AND 00TION, U.N.O. ON KANS. 9. PROVIDE SOUD MX'G. BETWEEN JOIST!S LINDER WALLS PERPSNDICUt.AR 70 FLOOR JOISTS. I& CA - Cam JOIST 84. P-L " paw"m smw UNDER 0j) 2. ALL FRAMING MEMBERS ARE To BE DOUGLAS FIR AT A MAXIMUM OF i6' 0,0.. U.N.O. ALL VISM OF CONSTRUCTION. 11. PROVIDE 13 x 2r LONG DOWELS AT 24* O.C. AND I r FROM CORNERS AT ALL 10. BEOM AND HEADM ARE TO BE SUPPORTED WITH THE SAME WIDTH FULL BEARIM ' ft P.T. VRE TRWED OINERS AMY MQUIRE STIRWTURAL. CHANGES. CONCRETE S110OPS AND PORCHES, U.N.O. ON PLANS. STUDS OR POSTS, U.N.O. . 19� QL - CENTER LINE - PRESS PANES ARE 2. VIBRATIONAL EFFECI OF MMHN,WAL EQUPMENT HAVE NOT BM CONSIDERED, ROOF AND FLOOR SHEATHING. 2& CI:G. xx CVAM $6. P.T.D.F. w PIUMSIM INEW DOUCIA fIR 3. AU. PAN& EDWS SHALL BE BACKED WITH 9" NOMINAL OR WIDER FRAMIML . � 3. CONCRETE SLAB-40N-GRADE HAS NOT BEEN: OMMED BY 7HE STRUCTURAL ENGINEER. 12. ALL REINFORCING STEEL. MOM WLIS, DOWELS, AND OTHER R40M SKML BE 11. FRAMING FOR PRE-FABRICAM FIREPLAiCE FLUES SHALL BE BALLOON FWAED FULL . . . � . . 21. CI.R. w CUM 87. PLT. = PLATE TO BE RMAUXI) VOTWALLY. I SECURED INTO POSITION AND INSPOCTED BY THE LOCiAL BUILDING OFFICIAL PRIOR 70 HEIGHT USM 2X4 SIM AT 1 e O.C. BMW AT MID -HEIGHT AND AT THE KATE . - 22, OW. - COUNTER SO. PLYWD. - KYWOOD 14. ALL FFIAMING MIMERS RECEIVING EDGE NAAAG FROM ASUTTM PANELS SHALL BE r ' 4 REFER TO STRUCTURAL MCULA71M FOR ANY QUESTION REGARDING UJMBER GRADM THE PLACING OF ANY CONCRM (6/8* DIA, X le ANCHOR DOLTS MAY BE VABOW HEWITS, U.N.O. I .RQQE a%ffAMN.Q 23. COL - - COLUMN as. FW. = RAFm NOMINAL OR WM AWD NAILS SHALL BE STAGGERED WHERE KAILS ARE SPACED r O.C. SEAMS AND HEADER SM. FOOTINGS, AND WEAR REQUIREMENTS. IF ALLOWED BY THE LOCAL BUILDING OFMIAL). MIN. 15/32- A.P.k W= SHFAfHM, PH R 32/16), EXPOISURE I OR EXTERIOR, OR UMS. (SOW ZONES 3 AND 4 Of" , 12. FLOOR JOISTS ARE NOT DES04M TO SUPPORT WATER SEM OKION ONE SHALL BE WA90 ' WITH 8d COMMON NAILS AT r O.C. AT SM - BOUNDARE% AND Ir O.C. AT FW* 24. CONC. - CONCRETE om ROW. m R13NFCRCIM 5. REFM TO SOILS REPORT FOR ANY QUESTIONS REGWONG; SOILS REQUIREMIMS. 1& VOW LOCATION OF HMOWIM ANCHOR DOLTS. AND OTHER INSERTS WON FRAMING NOTIFIED IF WOM WS ARE 70 BE USED. PMEL. EDGES UNPAXM. 25. COW. - CONTINLIOUS 21. RF. = ROW 5. WHERE A.PA R470 SHEARING 6 APPLIED ON WRi FAM OF A WALL AND NAIL SPACING S. NO FRWING OF ANY TYPE SHALL BE CONCEALM PRIOR TO 04SPECTION SY GOVERNING CONTRACTOR 70 ASSURE PROPER AND ACCURATE INSTAUATM. 13. S7RUCTURAL MEMBERS SIIALL NOT BE CUT FOR PIPES, CONCKJIM ETC., UNLOS - 2& CTSK. = COLQ41ERSIW 92. RWD. m REQUIRED fN -I= TWA V 04. ON OTHER SIM PANEL JOINTS; SHALL BE OFFSET TO FALL ON AGENCIES. . 14. FOOTINGS SHALL. BE EX40NM AND CERTIFIED IN WRITING BY THE PROJEC!r SOU/ . . SPECIFM&LY DETAILED Of OP'TION W. U98 I 27. VOL m DOUBLE 93. �w ROM SAWN DffWW FRAm1W MEMBER% -OR FRAMING SHALL BE 30 NOMINAL OR IHICKER AND NAILS 7. GRADING AND DPAWNGE , ALL PAWIG� FIAT WORK AND PLANTERS NEXT' TO THE BMU)M GEWW ENGINEER PRIOR TO INSPECTIONS AND PL4CEMENT` OF CONCREM (IF SO . ON EACH SIDE SHALL K STAGGERED. 14. VERIFY LOCATION OF HOLDOWNS, ANCHOR BOLTS, AND 01M 04SMM WITH THE MIN. 23/3r A,P-k RATED (STURD-1--FLOOR) SHFATHING, P% 40/20, EXPOSURE I OR 20L D7L = DETAIL 941. (S) = FULL BEARING SWS) SHALL BE PROPMY �Vki� TO CARRY WAM AWAY FROM BUILDING. REQUIRED BY 7HE SOILS REPORT' AND/OR MVG. DEPT.). CONCRETE CONTRACTOR TO ASSURE ACCURATE INSTMAAWN. EXIERIOR, TONGUE *0 GROOVE; WITH 100 COMMON NAILS � utuww SHANK) AT 4r O.C. 29. D.F. - DOUGLAS FIR 9& . m SELECT 6 WHEW LENGTH OF A.PA RANW SHEATHNG 94FAR PANELS DOM 4 FEET MODLW WIDTH, & NO CHARGES ARE 70 BE MADE TO 7HESE PLANS WITHOUT THE KNOWLMM OR CONSENT 15. FOUNDATION (WIDTHS AND DEPTHS) AND REINFORCING AS SHOWN ON PLAM ARE TO I& CONW"MAL SON LUMBER DOUB11 JOISTS SIALL BE ATUCHED WITH (2)-R= AT EDGES; AND SOUNI)AMM AND Ir O.C. AT RELA UNBLOOM 06 X 2- 3M 01A. m DIA14M S& SHro. - S*mm PROYME EQUAL. PIMM SEOTNW. A.PA. WM SMTHM SWAR WALLS SHALL BE OF THE STRUCYURAL EN914MR WHOSE SWIATURE AP�PM HEM BE SUPERSEDED BY LOCAL =93, ORDII"= OR A VAIM CIVIL, ENGINEERING REPORT OF 1 Ode 0 120 O.C. EDGE DISIANCE OF NAILING 70 BE r. FOR DO`UBLE I-JONT COAM THREADED. VEUJOW ZW, FIAT WAD. WOM SCREWS MKY BE USED IN -LIEU OF 31. DIM. w DIME14SION 97. SIM. m SIMILAR CONSON)OTED WITH A.P.A, ROM SHEATHING SHEETS NOT I= THAN 4 Fr X 8 FT, EXCEPT 9. ALL OF THE A.S.T.M. DESIGNATIONS ARE 70 BE OF 'THE UMEST VERSION. WNW REQUIRE INCREASES OF 'THE SAW. CONNECTION 70 DEIAIL 3/SN4. . I 10d, COMMONS (1CW #5053). (NOM USE PH 48/24 WHERE J06M ARE SPACED 0 le =), 32. M4. - DECK JOIST SM SIMP. m SAIPM � AT SOUICAM AND CHANGE IN FRAMING WHERE MINIMW SHEET' DAMON SHALL BE 2 FT. IM FRAMING SUB -CONTRACTOR TO CHECK AND VOW SIM AND LOCATION OF ELVCTRICAL, 16. 'WAITM PERIOD FOR CONCRETE SLABS-ON-40PADE PRIOR TO START OF CONSTRUCTIN 16. TRPIE AND LAROW JOISTS SKALL BE ATTACHED WITH 1/2" DK MACHINE BOLTS * 3& OP. w DEEP 99. SLPIO. w SLOPWO 7. AvKY SHEAR MATERIALS PRIOR TO FURRING, FROM BOTTOM TO TOP KATES WPM NO SERVICE AND PUAWNG RUNS WITH Mr!'RICAL AND PLUMBING SUB-CONTROCTORS IS AS FOLLOWS (NOTE: RECOMMEND0. BUT NOT REQUIRED BY CODF.)-. lir OA STAOGM,, WITH SIANI)ARD HOLE WASHERS ON EACH SIDE OF BEAK WK SM 34. DWW& -* DRNNMS lop. SPECS. m SPECIFWAIM INTS"TIM& (CAN BE APPLIED HORIZONIALCY OR VWMAUY). . ' BEFORE 'THE BEGINNING OF CONSTRUCTION. --SAM- DISIANCE OF llr DK DOLTS TO BE 2". I. PLACE SWATHM NDICULAR TO JOISTS WITH V FACE DOWN FOR PLYWOOD AND 35. Ek = EACH 101-SQ. m SQUARE & ALL PAIGLS SMALL BE IDENTIFIED WITH THE APPROPROVE GRAM MARK OF TIM A.P.& 0 WALK ON SL49S 24 HOURS AFTER CONCRETE PM INUN POURED. I WffH SKID RESISTANT' COWING UP FOR 0�". OR D.F.P.Al 11. NO DEVIAVOW FROM SOWCnMAL DETAILS SHALL K MADE WITHOUT THE WRITTEN . KGIN WALL FROWN 4-5 DAYS AM CONCRM P" 17. ALL MUVIPLE SRW TO SE ATTACHED WITH I"s 0 Ve D.C. 36. Ed. - 00*44SION J01w 102. STAOC - STAOCERE0 APPROVAL OF THE STRIXRIRAL 86MM' APPROVAL BY GOVMM AGENCY OOES NOT . BEG)N RW/FLOOft FRAMING 7-10 DAYS AFTER CONCRETE POUR. I& ALL 1111111111111�3111WOWM*QE BOLTS. LAC BOLT% AND SMNS 94ALL BE INSTALLED PER NDS 2. THE SPACING; IN INCM OF ROM AND FLOOR SUPPORIS,OVER WHICH THE PANELS ARE 37. VONEER - NOT A SOON LUMBER: I.E., I O& STD. w STAMWO 9. TWO LAYERS OF MADE D WEATHER RESINK PAM SHALL, 99 APPLIED OVER A.P.& MTO CONSTITUTE AUTHMTY TO DVAVE FROM THE PLVIS OR SPECMIXM DO NOT LOAD ROOF ftIOR 70 14 DAYS AIM CONCRETE POW (NKTIONAL DES" . , 1907 OWN, (AIWAPSCPA NOS-I"7). APK= SMALL MT EXCM IM MAN RATING STAMPED ON 7HE PANELS umem G�1_8., P-L. T.S.L., M 104. STL w SM SH&AMMING SWJ& PANELS AT EXTIMM STUCCO WALL LOCATIONS ONLY. 12. "OR EW&'� 7W CONTPACTOR SIIALI. SUBMIT FOR THE STRUCUWL DORMS AND SLABS., .. It. ALL 04TEMOR WAU.S 70 BE SECURED WITH SHOTPINS PER MANUFACTURER'S RECOMMEN- & ALL PANELS SMALL BE MMM WITH THE APPROPRIATE ORADE MARK OF THE A.PJL 3& M. w ELMTION IO& STRUCT. - STRUCTURAL 10. THE MINIMUh! EDGE DIStANCE FOR NAILS IN THE RECVMG MDADERS; AND THE A.PA. APPROVAL AM WOWS OR UAIIPMENT WHICH 6 CONSIDERED 'OR OMW TO THAT a' WAIX ON SLABS 24 HOURS AM CONCRETE HAS KEN POURED. . DAMS (Y.N.O.). USE, 'HOr PW' 0-141r X i-12V PENETRATION INTO CONCRETE AT OR D.F.PA 39. LM. - EDGE NAILING IO& m - FULL 8SARWG 7WAAWS) RATED SHIEMMO SHALL BE 3/8* FOR 2* NOMINAL RECEIVING MEMBERS AND 1/210 FOR SPECAIED. - KOM WALL FRAMING 3 DAYS AM CONCRETE POW IF CYUNDER BREAKS INDICATE 3t O.C. (XW 11290) OR " f1W RAMSET' ISOD SERIES- 0.140" X I* PENEIMYM INTO 4. ff IS RECONIVIENDED. BUT WT REQUIRED, THAT THE FLOOR SIMTHING; BE GUJED TO 40. EQ. w EQUAL 107. T" �w TOP & BOTTOM FOR r NOMINAL RECEIVING M991ERS. FLAT %MKINO RECEIVING 10d KAU SHALL BE 13. PROVIDE SPW& INSPECTION WNW REQUIRED BY SECTION i7Oi OF THE AND MIN. 2000 0 SI1RENGTH. CONCRETE AT 3r O.C. (IC90 #1 147). . THE JOISTS TO HELP AUM1T SQUEA1010 USE ADHESIVES MEEIING A.PA SPECIFICATION 41. WS w EACH SIDE IOL T.C. - TOP CHM 3* BY 4!* NOMINAL OR LARGM . WHERE RVOIARED BY THE OTHER CONSULTANTS CONSTRUCTION DOC . UMERM IN VERIFY dj. WGIN ROOF/n=R FRAMING AFTER SLABS ARE STRESSED. NV-01 OR ASTM 034W AND APPLY IN ACCORWXCE WITH THE MANUFXWRVW 42. " m EACH WXY 109. T.O.C. - TOP OF CURB 11. G&VANIZED NAILS SMALL BE HOT-DIPPW OR TUMBLED. ANY OTHM CONDITIONS REQUIRING SPECIAL INSPMTION WITH THE BUILDING OFFICIAL_ . 00 NOT LOAD ROOF PRIOR TO STRESSING OF SLABS 20. SHORE FLOOR 40MM LOCATED UNDER STACKED DITMALL PRES WON *r BAR METAL FAX*MkMMVM. 17. POST MM . - UPRIGHTS WITH SCREW JAIM AT BOTTOM. SHORING SHALL BE LOCATED NEAR EACH END I 43, EXT. so EXTERIOR I '10. Tag m TONGUE & GROOVE MAHWACt~ 14. UNILESS NOTED OMMISE ON THE DRAWNGS. DETAILS *4 MWM SHALL BE USED _ _ _ ILM I& APDXMLE OF THE PILE AND ONE AT IMID-SPAN OF THE PILE 44, FDK = f OURMIM I I 1. THK. m 114ICK ,..._..,. WHENEVER APPLICABLE WHERE NO DEIAL IS SHOWN, CONS7RUcnON1 SHMI BE AS SHOWN 1. CONDMO14 WHERE PWr-IVMN IS DESIGNED BY 07HERS: SAWN LUMBER . . - APPROOL FOR O`THER SIMILAR WOW POST 'TENSION SIAB TO BE DESIGNED BY OTHERS LOAD$ FROM THE STRUCTURE ADM 21. L40 SCREWS TO BE IN PREDRUM LEAD HOLES. . 4& (FM) = FULL HEIGHT 112. TRIM. m 70MMER ASOW ' SHALL SE SUPPUED TO THE POST T04M ENGINEER PRIOR TO DEM. ANCHOR BMTS 22. F04M MUST BE PRESSURE IMANED OR NATURALLY DECRY RESWMT. I. ALL SOW LUMM SMALI, BE GRADE MAIIXED SY ONE OF IM -FOLLOM GRQANIUTM-� 4& F.W. - FULL HEIGW I I & T.S.L w I Wwm (LS-L) Wm PANEL 15. CONSTRUCTION DOCUMOnS RIMSENT 'THE FINISHED STRUCTURF, UNLESS OTHERWISE AND OTHER HARDWARE TO BE SHOWN ON POST TENSION PLANS 70 ANOID MIS -LOCATION - W.C�LLB. (STANWO Gw4w RULES #16). 1 47. FA - FLOOR JOIST 114. TYR m TYF4m . SNPUFTED SMWMVW SYSISM RM P110-5M SHOOM, THEY 00 NOT INDICATE METHO6 'OF CONSTRUCTION. PROMME CONSMUCTION OF HARDWARE . & =9=13y . I MEANS, ME040M.M"UM SEQUENCES AND PROCEDURES AS REOURED. PROVIDE - W.W-PA (STA1NDAM GRADING RULES). AI& R. ML - FIAM BEAM II& U.". - U14M Nom 07HERWISE (Auwaw amm Set WOW, ummse" . -ADEQUATE EXCNOTION PROCEDURES. SHORING, BRACING AND 9=11ON PROCEDURES � . 2. CONDITION W14EK POST-TDISION IS DES04ED BY OPTION ONE-- � STEEL. CONNECTORS R.LGA (STANDARD GROOM RULES: FOR-CANADIAN LUMBM V.S BVION). 49. FLIL = FLM lie. M vs VERTICAL S1110112-VAIL SHM PANEL COMPLYING WITH NAMONAL STATE AND LOCAL SAFETY ORMMM. . REFER TO POW-784M FOUNDA71ON PLANS INCLLWED IN THIS SET OF DRAWINGS. I _.__ - ___ _� . P� 2. ALL SAWN LUMBER SHALL BE DOUGLAS fIR-LARCM OR OEI I SM FRWG. - FROMM ii7. VW. w VERI r.,& . MANUFXTUND BY S00M STRON(�-ME COWANY - KW Fft-4M* 1& BUILDER TO SUBMIT A COPY OF VAUD SOILS RE14CAT TO THE BUILDING DWARYMENT' FOR 1. ALL STEEL CONNECTORS SPECIFIED ON INE PLANS SHALL BE FROM THE SIMPSON STRONG -ME M 51. FrG. w FOOTM lie. V_L - VERSK-LAM & (AMY443LE OWACM. SM kWUr. UTOWIME) 16. DMS AND SCHEDULES MICATO AS *T�� MKY NOT BE SPECIFICALLY REFE111DICED KM CHECK PURPOSM . COMPANY OR AN LC 0 0 APPROVED EQUAL. IN STRUCTURAL DEM 44D UMD %9LUES (ALL *OR & AU S09NN LUMBER SHALL MVE A MOISTURE CONTENT' IN USE (AT THE 71M THE STRUCT- 5z fr. - FOOT OR FEET' 119. WD. = WOOD ON DRAWOM DETEMAINE 'WHERE EACH TYPICAL MAL OR SCHEDULE APPUES BEFORE URE IS WRAPM) NOT TO EXCEED 19 PERCENT. REGARDLESS OF THE MOISTURE CONTENT SWAR MAX PANEL . PROCEEDING WtTH WOW. IF CONDITIONS ARE FIOUND MICH ARE Wr SPEDWICALLY 19. ALL SOILS RUM RECOMMENDNIXINS 70 BE PARr OF THIS APPROVAL AND SHALL BE . EQUAIr 70 BE APPROVED 94 WRITING BY OPTION ONE). USE Z-WX-COOkTM FOR 0ONNEMM AT THE MME OF MANUFACTURE. a& elk us GAM 120. Wr. w WEIGHT MA10FACTUIM Bf SWIM IRANVU SYSTE0 KM PFC-6402 WIAILM AND NO nPICAL, DEIAIL OR SCHEDULE APPLIES, PROMPTLY NOM SMXTURAL �. ALL IMPLEMENTED IN THE FIELD UNDER THE SUPERVISION OF THE SOILS ENGINEER. EXMSED TO EXTERIOR APPU04TION, OCEAN SALT Alk CORROSIVE Fft-RETAMW CHEMOU, 1% CAL ow O&NVJQM 121. W/ m WITH � FERTILIZEM FEMZER FUMES OR OTHER SUBSTANCM THAT ADVERSMY AFFECT STEEL. 4. SWN LUMOM SHALL HAVE THE FOLLOWING MOMUM GRAM (U.N.0.): ti OUMME OAFAW* SM WXW. LITEWAVRE) ENGINEER. I ALL 402 & SMALUA FRAMING MEMSM ... . ... . . . ..... . .. . ... . . ................... .._ " ft QF-T. - AABLE END MW In W/o aw WITHOUT' 17. ALL AND WORXMk4MP SHALL CONFORM TO V= CURRENT EDITM OF � SOIL- CORROSIVITY 2, REFER TO *FASTENER SCHEDULE* ON TM SHW FOR DESIGNED HARDIIARE Mi. TIM - ALL 4XI4, 4XIS, 89 & Ox FRAMM MEMBERS .......... . .. . ........... . ........... . . #_*-...:.....'Tl 5& G=L = G40-im jMgqLUEk.AL SUM ___ ALL ITEMS NOT SHOWN TO BE PER MANUFACTUREWS REMEPITS. - 04 P(WTS . .......... .... *_,......_."__�.* SYMBOLS 152valms THE 2MMr(QNIF0RM BUWING CODE OR CAUFORNIA BUILDING COOL) I __w__ . I . - moo= . ---.....".$-..-4-....�....-..'...I.t,-........-.-..VANDAM b7. MLa - QW-LAM SM . I& REFER TO THE APPROVED STRUCIUR& CALCULATKM FOR ALL DEM CfMgdk j&1%MNEER " PROVIDE uribc INFOWMN AWtff .'N E� 3 INSIALL ALL SPECIFIED FASTENERS BMW LOAM IM CONNECTION - AM OTHER POSI AM VIMBERS ...... . . 0**-"4'*""".'#.##..'"..*."..*.# ..... 40 ....... #..__..-6--"* 5& G*T- - GIRDER TRUSS I. & w AM EI*Miwm offivem mmm 10� OPTION ONE CONSI"NO ENGIREM , )e E SUU &UNPR - - ALL 2x JOISTS AND RAFTM._� . ... . .......... . -.�....-.."#-,"*#.....q�-,i"-##-*.*O",..I ... 4.0*1 to HEADER w ANGM UE 090101. 10113 & WAILS EX XP n EXPRESSLY RESSWES ITS COMMON I.AW COPYRIGHT # PH, MI MWO' E.I., EM, AND NATION 4. ALL STM CONNECTORS SMALL. BE TIED IN RACE FOR INSPECTION PRIOR TO THE PLACE - ALL 2x 4 3x = (U16RAM Loom Up To 101 ... . ....... . ... STUD OR SNOW ft "m 2. z- & WEEL. "WE AND OFM PROPERTY RIGHTS IN THESE PLAM THM PLANS ARE NOT 70 BE - - MENT OF CONCRETE. - 41 2x A 3X (UNPRACED L04M IDWEEDING: I4Y)_.....__._.._._.__-....._. " ft HN". - HANGER 3. 0 m a REPRWUCEI% CHANGED. OR COPIED IN MY MM44M "NSOEVER, NOR ARE THEY TO BE 1. SAM W=ff PER SOU 4. CHLONCE E*WM PER SOIL 5. ALL SIMPSON MOLDOWNS AND OOWMN BASES TO BE FASTENED TO MIN. 4x POST. U.N.O. - ALL 2x TOP P1A1ES._._..­..­,....,_.,� ......... . .. . .............. . ... . . .. . ... . .............. ;R #I. (H) = HORIZONTAL 4. q as CENITERLINE 840momm ON6108m am ASSIGNED TO A THIRD PARTY WITH= FIRST OOTAINING IME VWTEN PERMISSION AND I REMI Is NEMJGNM- RVW. Wo. (4) & ALL 2x JOIST H040M TO BE SIMPSON 0LUS* MANGUM U.N.O., OR AN I.C.&O. APPROVED - &L 2x ad 3x M.LS ......... . ... . . ...... . ...... *#*.."#"...'.'.'..."­ . ........ _.­_­­SIANDM OZ NORM. - HORMWAL & 0 w OPMEIER OR ROUND **.L" SM QENWIAL WIES & DUALS IN THE EVENT OF UNNMORRED .CEMENT TfPE 0 &.0 - SEE SM RMWT, 63. INT, w #(TERM 6. # 4- POUM OR NUMBER & CONSW OF OPTION ONE CONSULTING ENGINEEM A4x w/0"m mgff* W)k IN STRUCTURAL DESIGN AND LOAD V"M - ~. TRUSS COMPONM ......... ......... .GRADE PER MAW. (D.R-LARCH ONLY) REUM OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD OPTION ONE 7. ALL 1--JOIST MANGERSIO BE SIMPSON "IUr W40M U.N.M. OR AN LCAA APPROVED 64. ist. " JOIST 7. (E) m EXISIM AM A-2W psi 6. R . CONSULTING ENGINEERS HARMLESS. dEssvvm 5. ALL SILL PLATES RESTING 014 CONCRETE OR MASONRY TO BE PRESSURE TREATED J&I r COMO. OM FOR mi- 0. 6 150 EQUAL IN STRUCTURAL DEM AND LOAD VALUES DOUCILAS FlIt am (KP) = KING POST .. ALL PMMVRM ft K-POST - KING POST 2. PI - 16 (*) 0 . 6. ALL RESOM AND RM00HUM BEAMS ARE TO BE FREE OF MART CENTER (FONC). . II pH - 7.74 1 ENGINEER I . . . I . . - . - I I- . . - . �� . � � . . � � .. I .- ­1 ____ - ­ . . ­1 . . . . L I- . ­­ -1 ­­ ­­ � -,.---.. � . � ­ � ­ . 11 1. I .. - - _­.- ___ .1 . ­ . - . I- --;- . - � . . . . � ­ ­ I .. ___ ­1 .- ­ - . . I � . I.... . .- . 71-1 oil �'% mi < x w .. z . w . 0 I-.--- - ­ ­ . I so :04- MI N 12- i 4 � ---------- " ------- 16 - __ __ ") 8F_ (4 a L I � I � i I I 0 . ig E& * w w go: N-)-.- Be 2 **� ; . I I ; i ; 0 *-, I%. Z fa PO 0 0 t4 if a., a Us ts 40 0 9 * . mm I r, V_ 8 i i .0 2 :3 93 1 12 z I at 9. I V) 1 90 0- 1 e: 1 S v I 0 w- . . Z U) 3. C6 -2 (b .i f4 V_ _* * *s ** � 00 Iw 0 A .2 z I 9 .: No- 0 S 5 : 4. I Z CL , I R 116J cd 6 = I I I I z J_ U) � . . - ___w_ __ . . (n 0 tr WE w =1 wa: zw =< 0, Z5 (n i0E 0 �- 2t C.2 M Fr w � 2: 0 g O.'r < . zo- !E Elm' 5 " 0 2 � ':v:5)' w 1 12< (D . CN >-x< 0z iE I 0-0 ()w 10 C> 6 d 12 w F_ W r%., 00 !�:U)'p' t 0 .ui w " 5,50 ZL" Z E 00 zoo 0 ka :24 �- cr) V.... as: ing ff w ML,I< On 0(/) r�� :2 m w x i . .< I 8wmto-�jg m m Q 1� 0 R'i < Uwj ..J to -�_ z �'- OW 8 a LAJ - to � 6 =' .z .'Z�j im� m�'- '0z .< 00 w w :5 0 >wa U- z: �3w.%O�'z M '<"." w < � E _5 < .qj- . �vv) 'a z wv) ZUDI ozzowz QCD < (R:$ U) F- 0 - lw� w 0. Lf) L'_ 0 w 1� 17_� rw-. a. W aj :2 0 w x 6 a Iffi L'i 6 - P%. :zs%.� wm(ntl-tn C) -cc (n F- If-- 5 z f 5 0 i I 'w m' Q, 00 V) w 3: 1z a- . z � w ii PU <> 0 . ZCLW RN 0 . w 'WI I w z 01-' d 0 �2 ]§ jF x - I zx , .� i X - KM V) - :E =) Z 0:2 t 0 WEL, 01i:0 mo W013- 0 . z Fc >- �-!i 0 �E �Q?. - a z U_ 0 w Z_ I- w t: '103- 5 jE am 0 it � K- * ARMECT JOB NO. BS13-5wi.00 DRAM By OPMON ONE DID SET 06/05/2003 PLOT DAIE 06/05/2003 _ SHEET NO. S N 1 ___" '____'__"_______'___' - . _'__'___ __ ____ - .' __ _.. '_'_______ . . � � w w SCAU PW.S CAD FILE: 51041SN1 . . I D.5 A ......'..........-.1. . .1 --- -.....-I... , ln'�. . .. - ".. ...... � . ­ . . ­­­ ........ ... � ..... . _..'.._."___'....... , L .. .. � .. ... . I .­.... I.. - � I . - .- .. . ..... . . ... . .. . .. - I . .... - . s] U N .1 . I , - ------ ________ _______________7 ----------- �__________ ___ - - _____ " ______ 1­"11­11_1­_ � ---"-----�---------,-,-,---�--,-,--- � TYPICAL FRAMING CROSS SECTION ayes ro arxwM n,ws FOR SPE0ffc x~nm AQDITI{2NAE rq` TfPICAI. NAEm SIV3 RI:QWRMENTS ALTIATE EMNEM SW WOOD PRODU4`1S (1Qwswffzmm N 4 SN 4 VENEER A'iTACHMEIT UFER GROW SN4 �- fllP�h+IEI - Ai QR I30I.I 17 Rim" o %� O.C. U 0. UN PLANS S 3 MUDSII L A s.'$ P.T.D.F. S! €. PLAIE POWER PNS N4 HULLS SW CAMUM S iitA Ism o MAX. 32 4.C. R3,N.t . ON PU6I�. SAVE BWG. - H1 _ U.". ON PLANS Ayu TOP PLATES STARTER BOARD (10) -16d TRUSTAIL VVf 48* MINIMUM PLATE SPLICE W (WHERE OCCURS} 2x FEtiQE I+iIN• MATCHWI SPACING (S)--16d AT EACH PI.T. SPLICE, U.N.O. SEE ARCH. :: , (ALTERNATE-- CS16 X 24 FOR FASCIA BL.K'G. AT SIDE OF TOP PLATE ONLY) flELAILILtiIG::: LAP & SPIKE 2X, 3X'LA ' E.N.. OR 4X EXPOSED TAILS TO EACH TRUSS. DEEP SEAT CUT TAILS. SEE ARCHITECT TRUSS DWG. FOR MORE INFO.) FLAMER ge STUD -HAP X TRUSS IAANUi~. SMALL. PLATE WALL. S ED 2 BLK G. DESIGN TRUSS WITH NO W ROOF E.N. & OVER -HANG. 111111 If 'A. EY pJill f A35 24 O.C.:�:���':� SPACING 8F TRUSS AND SEE TOP PLTS. W/ TAIL SHALL MATCH.ALI PLAN SHEAR E.N. "ZxL" 2e MAX. TRUSS AND TAR. W/ ESTANDARD PLATE SPLICE COND. CONT. PLATES AT F"N. VARYING SPACING PERPEND. WALLS REFER TO AB(WE DEMILr CS16 X 24" �-•-____-_- FOR INFORMATION NO't• - E. SHOWN Ill THIS COND. : N : SHIM AS INTERIOR ZX • L d ESMIOR REQUIRED WALL AT Ai l CS16 X 24" WAL..I.. AT EACH SIDE AT TOP PLT. EX D TAILS W/MAX. 2e O.C. SPACING SPLICE vF MAY I 6c (fi�11NG. 18d END -NAILS AT HEAD -OUT t�.t t�t&W � � ATlk : L'#,. Ct1ALL.S MAY BE SPACED AT PLT. SPLICE AT 51. OPM C . (�z 3Fa O.C. WITH T&G I, INDERLA`IMENT.) f NON -LAPPED CHANNEL COLD. INCH 9.1 EXPOSED ARCHITECTURAL TAIL AT SAVE 8 TYPICAL PLATE SPLICING VETmmcm RM4 PIA s LOG s7� 0L. 1 ONLY SNP PLA sou. wmR 2 1"9 Um ONLY SN3 SLL M7EIN q PR P TW PIP RATES ; aSMl�t%N�15 . .�}. C STRAP END OF AT TO TRPAIER m41� II�L} SILL 11S 1 IF mv- 0 �� ) • 4 r `� ill �* a ..� r fWUXM1N STR* �!� ST i E MEAGER P �WAM MGM yAT �r ill 1 I' '� MK at I�t}5T a WU S'I'�IAP Olee � OSPLm ! � ° VALL KILN. tat# FIAT 8LKG AT Swja 110L F.IE mm AT HIGH PtATM 7r UM FROM). t 1/2" 1 IA9Gj. DO NOT trw PL Y00 i 1 I f L3 I PRJ ( I 1 ° 1 t N3 PLcNkTRA� , a �N FWMG t it 1 I° � STfI� VaL .7nIK f IiEII■IT �. .' �NlI� 1 f - l tii CV ` f r 1 PA S� j r- / MY WL t STIM TO POST. NAIL Spxm PER film t�+iE#. ( E � NOTES: 1. SPACE PIS- AND MCE jows 1/r. - - 2. � SPACING B� UNIT O F a4 i ffj t . SpAcm � I.Mm Is 3/8 .PER 1� CA SIZE MD SPA'CII+1G IlGtlt. SPAN �D. 16d mw 20 o • • :* 2 ,0 14» 06C. 1 j,,_�► Z 2at1Q o 4"O.C. � 4 . f11AX. SPAN 44 FIAT 4�-■{1" � IM M'-•t3�' 4DCt�ij �C�Li � itir"`d• 4x1 flx12 .,._.,12,�» PARTY WALLjr e!°s T© S?lw ' . TO Lem � 2XI c,i THM #m 130M� i �rs t�1i PR,l 'IY3 Tm TIWI.E. 12'TOBE Y SFiWN ON 1W PLAW 2x 0 ; 3)--2' _ i sc# S II#AY #Er IN~tJEtJ Oat 3t Nett MSS ;SPEt+fIitEE.Y3. ? C.J. SPANS, CONNECT. AND SUPPORTS 2X RAFTER TILE AT MAX. 4r O.C. OVERSTACK FRAM G AT VALLEY -FILL Rt�.1.I. I FA.U. I ATnC ACCESS ArFYOEQU'PMEW WILL HRUGH OPENING,) -•-�--ATTIC SPACE-� FA.U. Zx sL-SPED DL.�c'Or TYPICAL E .EVA W/ MPSON A35's E.N. A 2e O.C. 2X sHAPPED BLX'G. I SHEAR TRRUSS OONDMN r .- ., 2X BLICG. 0 ALTERNATING TRUSS BAYS WR -16d s ! TO G.T. �L�3 _15d pow ENDNAILS PERM EACH TRUSS i ACK TO pit. TYPICAL. SECT" � 8'--06 MAX. SET --BACK PROVIDE LATERAL BRACING 0 MAX. 2V O.C. 0 FLAT PORTION OF � TRUSS NOT IN CONTACT WITH ROOF SHT'G. (REFER TO TRUSS DRA►lt+s}. 1 TRUSS JACK TO GIRDER TRUSS PRCIDE E N E.M. AT »OTC •. MIN. 2X4 PLATFORMLASE PLYWOOD TRUSS BOT1". CHORD i�,/CONNECTORS TO TRUSS SHT'G. SEE TRUSS DRAWINGS � TT, CHORD. SLK G. !� AT L30"1'hI ENDS OAF PLATFORM TO PREVENTFORSHEAR � ROTATLflI�. RkMl�i EN15. 1. ALL CLEARANCES, FLOORING AREAS, AND WORKING AREAS, SHALL CONFORM TO MANUFACTURER 'SPECIFICATIONS AND TO THE LATEST CODES. 2. FA.U. PLATFORM MAY BE BUILT ,AT JOB SITE OR PREFABRICATED BY TRUSS MANUFACTURER. 3. FA.U. PLATFORM MUST BE CONNECTED TO TRUSS BOTT. CHORD E Y TRUSS PLATES OR SKIP. A3.5F LTP4 FRAMING ANCHORS. (MIN. 3 PER EACH 2X PLATFORM BASE. FA.U. PLATFORM MAY BE MOUNTED ON VIMTION ISOLATOR PADS AND INSTALLED WITH SLACKED RESTRAINT S'�R`APS. 4. TRUSS MANUFACTURER SMALL DESIGN TRUSSES TO SUPPORT LOADS SUPERIMPOSM BY WDGI■IT OF F.A.U. (MIN. 100 L■BS. PER EACH TRUSS.) U.N.O. 5. FA.U. PLATFORM SHALL, BE SPANNED OVER MINIMUM 4-TRUSSES. (3 TRUSS -BAYS.) WALL A 5/$" THICK MIN. PLYWOOD/O)SB SHTsG. F.A.U. PLATFORM. 6. ATTIC ACCESS OPENING SHALL BE PER ARCHITECTURAL. �4R MECHANICAL DRAWINGS. PLANS. ATTIC ACCESS BE WKk 20 FT. FROM FURNACE, U.N.O. �4 ATTIC F.A.U. (FORCED AIR UNIT) ) PLW ALL LAG T HOLES TO MATCH FRt41$N. SEAL & CAULK ALL PErNETRATt= THRU SUILOM PAPER. ------ 2X BARGE BOARD 3C 12/07 ##9076 M-SMPSON 'H2.5' [/A\�T (EA��C�H SIDE OF OUTL OKER BX OUTLOO KKR 1/2' X 8' LAG BOLT W/STD. CUT WASHER 2X FLAT O/EXTERIOR FINISH MATERIAL EXTERIOR FINISH OUTLVOKER AT BARGE B or% 4X FULL. HEIGHT' POST BACKING 1/2' X 8' LAG BOLT W/STD. OUT WASHER so � 4X OUTLOOKER 'M/87 �5076 OU'TL OKERS PLUG ALL LAG BOLT HOLES TO MATCH FUM. SEAL. S CAULK ALL PtENETRATID TMRU 6LIILDNG PAPER. 4X DIAGONAL �t KNEE BRACE 0 MAX. 8'--01' O.C. 1/2' X 8' LAG BOLT W/S` D. CUT w ^_uER NAILS A 'G, W ��1 � 4 • TRUSS TOP CHORDS. IPF 0 O.G. IVI tI .2X4 W SAT 5 U.C. 4 -16d NAILS AT 20 FLATS AT 5'_0" EACH END. ••• O} C. N. 2 LAYS w j REFER TO TRUSS MANUR UN-1 NAILS TO��r�F�cH FOR ADDITIONAL BRACING USS I���ITTOM CHORD. REQUIREMENTS. z 1 2 TYPICAL TRUSS WIND BRACING ...J TRUSS CLIP STC OR DTCNOT GAP SPACING C, D f1Xe 24" (t) MAX.HTC4 f TO Exw, 72 MAX. 1-1/-4" t}I�T,j.^ �T.v�r �' • J!..'�.3y.Yf�. •� ��..� Sif 1 '�k,J.�.tJ! r • 1 I ••■ ■ � i r i MA FRAMED STUDS TO PEA ,R HIGHER BOTTOM TO WALL CHORD PER PLAN or TRUSS TO INT. NON -BEARING BALLOON WALL ROOF TRUSS CUP SPACING PER CH ART BOTTOM rl TRUSS CUP GAP SPACING STC OR DTCNOT To Ex 24»0I 4" HTC4 70 a= MAX, 1 ••1 4" 72 �ty •r. t ��3' :.1�n�� �'.j0'r'! _ M .# -� '',�E x' - � ► s.. a r�a mi 2X BLKG. 2X FLAT O/EXTERIOR TRUSS BOiT I A �CH END. TRUSS FINISH MATERIAL, CI)RD SPAOXI. PER CLIP SPACING �CFMRi'. � PER {kiARl'-- Tam iX PLATE TO W �LL 2X PIAlE PARALLEL TO WAU. 3 TRUSS TO INTERIOR NON�BEARING WALLS DO NOT SCALE P� "w 0 Q oV) gww OLLM X I coa 6 �„ p ftl LZLI LL.. .r . m 1, V C7 w3%w. 4Z'0-s- _ 144- "< tn:�Z2 Q 12 � � � u RwL c,w ta0 f5 3zwo & 3t 0 L �NW9 � o WO zQ z xa c)! o° Z W is a. ow Z i 47) ca (L COD z w 0 c ) � L5 z j tirinlNlwtnl cL 0 00 co co AROW'IECT dOB I& 51041.010 DRAWN BY CP'noN ow Lo %T (*/,M PWT DATE /�2 09/05/!� ;.1114*11117r� SN2 CAD FILE: 51 t}41gSN2 JUN 0 S" 20I PLYWOOD JOINT EDGE �'.AGG �_..�.^..�.. , INSTALL A I�INP 1 fi GA. GALVANIZED, INSTAL l A La4LM. i � GA. GALVANIZED, NN r9fT H #il� ffbT x fl�f�ER 2 1-1/2" WIDE, MEW STRAP WITH 1�-'1/2 WIDE, METAL STRAP WITH PLYWOOD RING � � � ,A�. dC EACH PLATE. NOTCHED PLATE. I . ! •. . . 6-�1t�d {X+I NaTt'i1�ED SIOE OF B�-18si ON EACH SIQE OF L POST STUD I SHT G. USS, R, JOIST HEADER I HI I-.t�DIST FI p TOP PLATES d 4 L%8 !, j FILLER STUD 3 FILER I 116d's 0 KING PAI A� �K?N N INt% , % STUD TO A35F AT H- # # TRIMMER WITH # KINGi r�!�P-STUDS SHORTLYWOOD p �.. d/2 �. arm l CU r KING w I i SPACING TO � ��N^"UEU !-L.# ��D Wi� ili� �Lf �1 I1'R� MATCH SHEAR VZZZA# AT HOLDOWN I I WALL EDGE�EN 2 EDGE NAILSd/4BEARING CRI71CAL ZONE NAIL SPACING � 7'--Q» OR [� 22x�4/ jFLAT ! 4 . b . . s U�U� BLK'G, SEE - ZONES! f • f • M • r rr S''r ' WHERE HORIZONTAL HOLES ARE PERMITTED A35F (OR A35F (OR PSHT'G WI 1�NAIL,SM fi I.J.C. DETAIL LTP4) AT LTP4} AT J4" i =' » # I BLOCKED UNBLOCKED �. ZONES ERS AREWHERE HORIZONTAL PERIITtEt3 HOLES FAR LOAD -BEARING {31N4}tIN } MIN. 4X TRIMMER (DIN. 2X TRIMMER PARAl.L�1» cTIC+1 EtJ� •� U SHT;t,1, . SHT'C,. 2X 2X 1 .,�...,,, .; .. stImm L1,N O, ON PLANS ( U,N O. ON PLms -' OR "" 0%rFMST STUDS STUDS 1.)THE �NONis-�Crpt�i�#,C�yA,I�,.��►ZOANEES�+ARE ��gLOCATE#? IN OF BEAM SM LESS THAN ;�X �•[[��(�]] �[• }�T�� 'mow it ._� ��h AT SAP SPI.�CE � � • : OF YJiP.MON iiL. D114 7 AND SHEAR. .T XIfTJ�� "�' � � ,. EDGE NAILS ! ! • ! ! ! ! I r 2.) THIS CHART IS NOT PERIriITTED FOR BEAMs THAT ARE NOT UN MLY LOADED AND ARE NOT 1. POST: INDICATES A MIN. 4X SOUD POST W/ SHEAR MATERIAL EDGE NAILING. - SIMPLY SUPPORTED. 2, HTT22. SIMPSON HOEDOWN WITH 32 16d SINKER NAILS 0 1498"� X 3 25 .-.."�. ,� PLYWOOD 3.) FIELD DRILL � SHOULD I� USED FOR OKY 90 NOT FOR ATTACHMENT POINT ( )- 1. �� PST 'Illll"IH DO � K POST VOTH H xww r'r,,• FOR &WKETS AND OTHER LOAD BEAMG EXOR E OF ACCESS HOLES MUM INSTALLATION PER MANUFACTURER SPECIFICATIONS. DO NOT INSTALL TRUSS, - � s • • r s r r ME LW FOR P� WIRES, Cti3iltTS, PIPES, D �. HOEDOWN RAISE} OFF THE MUD�SILL. MIN. NAIL PENETRATION INTO ,#4sT OR L-•J ST ! . . r 4) F flt� HOLESSPACEDULD BE SPACED AT -LW 2 � - ON tIN NO-CRMCAL POST SHALL NOT BE LESS THAN 1--7/8 . PLYWOOD MW SOLE OR _'�% SOLE OR S, ZOW WATER THEW 1--1 " N�1 t11AMETER OR 1 1tI { BEAM t PT1I WHICHEVER, IS 3. FILLER: 5/8- MAX. FILLER (SHIM) MUST BE of EQUAL CAR BETTER Q AUiY � , . MUDSILL �' MUDSILL Si4iJ4 I& ARE NOT P MITD. ! MATERAAL AS POST (OR OSH--EXPOSURE 1.) I j PLATE PLATE MIN 2x4 FLAT 6. 1ht�tT1:R�-� i. R AT NOT IE�► AND 5Et N5. 4. STUD: MAX. 2X FULL HEIGHT STUD MUST BE OF EQUAL OR BETTER QUALITY, I # W 7, THE ACE TECHMCAL INFORMAnON IS AN EXCERPT A.P.A. ENQN > SYSTEMS. GRADE, AND STRENM MATERI��LS AS POST, PROVIDE SHEAR MATERIAL ` HEADER � � Nt�CCUL•At!t D LTILTN TOO LBLOCKLSS A EA. END 0 � FRAMING F CUT I-E88 THAN 6i� ICUT GATE-R THAN eti�6{W EDGE NAILING FOR ENTIRE LENGTH OF STUD. MIN, 2X TRIMMER I # + MEMBERS a U.N.O. ON PLANS STACK Q 14 PERMITTED HORIZ. HOLE ZONES FOR GLULAM HTT22 APPLiCATlC N RUN FULL Her. TO I i c©I IGiiII iAT'It3P1 TO T IM TRANSOM 'n?. SLOC�KING AT PLYWOOD EDGES BELOW TOP PLATE/SO-LE/SILL NOTCHING AND B R�� I�EADL:R. DO NOT TO ii�II�rER, TYP• - BREAK AT TRANSOM! I I (2)-A35F IF OPENING ! I = 7'--O" OR GREATER TRANSOM HEADER`- . P NL3I # PANEL ELEVATION EQUAL EQUAL CAM PER PLAN A34 ON EACH CND W TF6=±� JWRF �� X I I DO NOT OVER --CUT. CSl6 X 30" 0 SIDE BEAM TO PLATES POST STUD FILLER STUD FILLER TOP PLATES-� TOP PLATES I I 2X CRIPPLES .. .. INSTALL INSTALL ( HEADER ,. SDS1 4" �t SDS1 4 4-1 2" � 4--1 2" '� . MIN. 2X KING STUD ( U.N.Q. ON PLANS I # I # } *W NAIL N�A� �a}-� �a TOE- •� SC SCR � •» .� .. ... DOUBLE KING S7uaS- IF OPENING = 7'-0" I � TYPICAL �, r � W/1 Bd s. NUMBER POST OR ` NAILS AT EACH "" A35F (OR •- A35F (OR ""` LTP4) AT L11!4) AT OR GREATER Ct KaN MTION I I # QF NAILS = HEADER I DEPTH (i.e. X MULTI -STUD PER PLAN SIDE POST TO PLATES PHD8 24" O.C. 16" O.C. (MIN, 4} (MIN. 6) I # I # 6 NAILS, X8� 8 MU.S, ETC.) 2X FLOATER, WHERE # # OCCURS, TYP. I # # 2X WINDOW SILL TOE-r (ILS AST EACH NA 1. POST: INDICATES A MIN. 4•X SOLID POST W/ SHEAR MATERIAL EDGE MUNG. I I I I DOUBLE SILL IF OPENING SIDE POST 2. PHI}8: -SIMPSON HOLDOW.N WITH (24) SDS 4X3" WOOD SCREWS, U.N.U. i MIN. 2X TRIMMER 9 I QR GREATER I TO �. INSTALLATIONTURER SPECIFICATIONS. HOLL 1N OFF THE MUDSILL N. REIN PENETRATION INTO POST SHALL NOT BE LESS THAN 2». U.N.O. ON PLANS 1 RUN W. TO# L 1 2X CRIPPLES 3. FILLER:8 MAX. FILLER (SHIM} MUST BE OF EQUAL OR BETTER QLWJTY ATF.RLAL. AS POST (OR OSL3 FYPC3SURE 11 N ER GAPS} NO C 9 IF GAPS # # I SOLE PLATE i t - .w x .w i � is�rriiiir Ate=rrrtss l.iRrr•.!i ?� wi,�rrr••;r xtcrMrirar r.s+tttrrr! a•rrrrrri PANEL FUR BOX PENETRATION. WAW )E DRAIN 4" (2 TO AL SQUARE CUT HOLES GENERAL NOTES PIPE ((4I SHALL HAVE RADIUS CORNERS. 1, MIN. SIZE OF PLYWOOD SHEET SHALL BE2'-Q' x 2'-0". 2X6 PLUMBING -�--� 4» MAX. _ 2. SEE, PLAN FOR PLYWOOD THICKNESS AND NAILING. WALL 2X BLK'G, ABOVE LONG DIMENSION OF PLYWOOD SHALL RUN ACROSS THE METER BOX. (PERPENDICULAR (PERPENDICULAR TO) JOISTS OR RAFTERS. 4. MAIL EDGE DISTANCE SHALL BE MIN. 3/8' AND SHALL SHEAR PANEL. EDGE NAIL 2X - SLK'G. AND STUDS NOT BE DRIVEN THROUGH THE OUTER PLY. PER PLAN M� TO METER 6, CONTINUOUS BLOCKED PANEL EDGES SHALL RECEIVE 4-_ _1/2" 2X8 WALL ADJACENT EDGE NAILING (BLOCKED SHT'G, ONLY), . BOX SIMILAR TO SHEAR PANEL E.N. 6. STAGGER END JOINTS 2'-0* MIN. AS SHOWN. EQUAL EQUAL. 7. ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN A fit 4'-0. MODULE TO COINCIDE WITH PLYWOOD PATTERN, 1 CS16 X 30* At SIMP. CS16X3f" S, NAILING SIZE AND SPACING AS NOTED ON PLANS. WASTE VENT 2-1/2" PI (41: MSTA36) B. USE TONGUE -IN -GROOVE PLYWOOD AT FLOCARS. 2OR (ACH -WJlOd NAILS AT 10•WHERE JOISTS OR RAFTERS LAP SPLICE OCCURS AND 3 Q.C. PLYWOOD JOINT IS OONTINUOUS, FRAME JOISTS PER 2X4 PLUMBING MAX. DETAIL WALL GAS/ELECTRIC METER BOX, SEE N SHEAR PANEL E.N. E.N. 1-• 2» - L L M . PLAN PER PLAN • MAX. 2X4 WALL SILL PLATE PRIDE FULL BR G. OR MUDSILL 4. STUD: MAX. Zit FULL HEIGHT STUD DUST BE OF EQUAL OR BETTER QUALITY, SOLID SHIMS I I SHEAR PANEL PROVIDE PLUMBING PENETRATION OPPOSITE TO SHEAR PANEL SIDE. GRADE, AND STRENGTH MATERIALS AS POST. PRL}VIDE SHEAR MATERIAL PER PLAN 00 NOT EDGE NAIL WITHIN PLUMBING PENETRATION. a, EDP NAILING FOR ENTIRE LENGTH OF STUD. ��c 9 FURR WALL AS REQUIRED TO HIDE PIPE. 15 LOAD BEARING POST CONNECTION 11 OFFSET HOLDOWN TO POST � TYPICAL FRAMING AT WINDOW ASSEMBLY STB&P., A / TRI TER 4 ROOFIF OOR DIAPHRAGM LAYOUT 1 PLUMBING NOTCH AT SHEAR WALLlu"w"EQF'my'9a M - Game*"* ZERO CLE4R*CE WA7ER r5zm ■ dr. o ua ��. ! ! RAILING SECTION 2X UBACrK BACKING Kim / MIN. 4X4 POST WITH arse °K SMEAR MATERIAL. E.N.. INSTALL 2X STUD BACKING BL K G. HOEDOWN PER PLAN � POST 2"� MAX. CENTERLINE OF & W/A35 T B. : 4X L3LIfi'G. HOLDt�N (1-3/a• SIN.} AT W.I.ANCHOR LOCATION W/A35 A� EaI��(ALT.: i SIMPSON *SET" EPDXY -TIE ALL THREAD ROD, A307 ADHESIVE. (ICBO #fit--5279) .. STEEL. PER CHART BELOW. INSTAU ATION PER MANUF. , {L. EM LEG OF 112x . STD. SPECIFICATIONS. • • ROD INTO COLIC:.} TUBE PICK% AT MAX. 4. O.C. COLD JOINT INTERIOR CONDITION (WHERE OCCURS] (WHERE OCCURS} .w. 1" SO. STL, TUBE ._ ,..... AT EACH c 0Rtp a 4 AT MW(. S �p ©,CP nova. MET ...-.- "L" FOR GRATE 1. THIS DUAtL IS ONLY A CONCEPTUAL DRAWING . 1 POUR TO SHOW TYPICAL ATTACHMENTS. I;� TO "L" FOR » ARCHITECTURAL PLANS FOR THE EXACT 4 2M-POUR 12'X1 [4 CONFIGURATION AHD TYPE, ;• SYSTEM �� � �L 2.I�fAR+E�R�E PRIMED AND PAINTED PER ? _ 3. ALL WELDS TO BE 3/1S FILLET, U.N.O. . Ww-om. +■:7 P1t. K. ¢� � SM, WASHERSx•TO SECURE vlt�I. P+t}TSHELF a = s' PF� I M HDIOA g ,4» T4 THE SM. a• r.+ ' plOmisAMM SlS" 7'/�' 7/8' 7/8' Zp NiIDE x i f 4" T• 5. W.I. MANUFACTURER SHAD SUBMIT A SHOP DWG. �sa: METAL SUPP RT r APPI WAD! W TU F i1CATIO1 i. s• ti a 1t}" i0! IT Ar iS" AT EACH CORNER N I/ERIFICATIdN BY CONTRACTOR.} " . & MAX. 5'--raw D.C. s. PRE -DRILL HOLES AND FILL SOLID W/ � PI~titJR T ATT MENT DO NOT OVER -CUT. TRvirlItff F t wA PENETRATION. -- ADAIST GUSSETS TO WATER SQUARE CUT HOLES CRADLE WATER HEATER HEATER SMALL HAVE RADIUS- W�z� CORNERS. � siuES, �..� �► 1L?' Mrl. 1O" ice. 11�ITfR "mm FMWE Mk 1--1/4" x 16 GA. SW WJS•-10d 1t4 �,. �pP #�.A'[E "X14•" Stl IN I i OF V COMM ii" F.A, 00 O Ek PUS 2X4 OR 3X4• SILL. PLATY Sitrl. $ a AND 0* 4 AME OMTROf.S I t REt:'D. FOR STLtP P1AT£. COMBUSTION AIR 1/3�.1 A TI Mw AT Xm FRONT TENSIONS 2'4 Lila. AND/OR EXHAUST % Tic FM 76 -b tWN AND � BOIEfJ HOLE 1 t t IDts. HEATER SEC YPA -w o. 'N 2X BLK G. ABOVE Tal GASMET .. �. �. & BELOW VENT. LONG MUST f EDGE NAIL 2X ATTACH WITH LAG GQImETELY WRAP 5-1 x" 14-w ill. Iw. ice. BLK'GP AND STUDS BOLTS & SO. WASHER AROUND WATER ADJACENT TO VENT HEATER, 11ML" 1--1pr x 18 Gk =w Ny8-10d w pIX•. TOP PATE SAME ' AS SHEAR eft SPACM THE BACK SPACER W S FA W o EA. KATE, 2X6 OR 30 SILL PiAlE . PANEL E.N. MW BE F��/�U����' T+ IK •O LIED WAAT REAR OF' TAM . ( Imo' Ft SLL Pub.} ro wx IS SE BE MOU� #f��� O.C. 00 P AWAY FROM WALL. FIN. FLR. AND/OR - CONTROLS Y TOP OF CURB i BUCKLE ADJUST I m3m@ i 5-•# 11- Ir MIK , i'-" MK t - - - - SUCKLES TO FASTEN WATER 1�1�4" X 16 'GA w/i 1-1Qd a a SI EtXA4•,D. im no �0 7. WORK SID•IRI.L. CONFORM WITH LATEST EI)� OF t� is wx was wrE w vex em SHEAR PANEL SILMIP. CS1 fiX3fi � � S FA 0 FA RATE. marWmE EQ, " HEATER SEiXI .Y. 20 06i.. TOP PLATY L 4R..LNG EtIEVATLt"1N AISC. ALL MAIUTAL SHALL. CONFORM WITH A � PER PLANE W 10d NPJLiS AT � ?.XB tXt 3X8 Stu. PtA'I� Sal. 33FO X 1-1/2Cf-COLD AI L +,r, MDT r 'u. FOR SRI. PUIE.) 1-r4rA xs -ems-t � 3 C.C. STEM, 16 RETROFIT FOR MISSED HC�LDOW N 12 DECORATIVE WROUGHT IRON POT -SHELF TABLE 23-11- 8C-1 NAILING SCHEDULE EAR WA TRA TIE AT S E YENT ta'���" � �- LAG B:IT "/WASHER 2 TOP PLATE/SILL NOTCHING & BORING use ' � 0 m w // TO AffMA TO MrG. g( . 2-1/2 P NEIII�ATKaN INTO t ,� , -a/0 , VR a®4 uw., i IN. s'Psae s READ ROOXDY-W/ 3 TIE ADHESIVE. (ICBO ER 5279, LA RRM-25279), # # OA # LAIN. 7 MIN. 7 JOIST SIZE MAX H: i} 4�� �f 6 HOLE. 073 296 1-3 - Vr 1-1 2X6 2-3 $ 200 2--1 4 202 2•-•3 4 1-7 t3 3-3 4 . 204 3-1q 4 2-1 S 4-3 FAST COLD PAST COLD a r I JOINT HERE JOINT HERE OCCURS] OCC:° • `' # 1/3 SPAN 1/3 SPAN.3 1SPANttL�� a HOTS ANi3 • NCI>'LUES AM I+X37•CHm AImn 1. AM to AL OR i mxK loom Z 1M tp am 4 P arras IRaD { !!d s, 1w sr1/tRm OR uam 'M a= an mm awr. p� Ora 4. � MW a'xat' auaravars 0 &M JW, 0= Ift & r rmwm To Aw as mw stm m am War, �-tp a aa�c rsJart>o Paste are arowrarss; reed¢asol a "Para ao Paw are a�toataea. �r . +torr,R. rraarxar t r+ae 1r +oA+o; 7. tar rya to SM so "a. a� me To M Praha t0-ea• moue, a1 m_t" m wW& a ooe+= SUM rACK wa. "0 apt se as MO Ta pwv"v � -w an OR u+Oi7l�M % AT W" PAW �.tj�4!' 00 t1. ■alawW 1l'[rror Affm on MUM To tnr mmm "ft t L Tara sorer To TWO R ^ tam M Ar Jr *A 1s. tar ROM IN AM 9410NOTOM M= war. 00-M 14. ONWAM aaaoM TO mars 104 aar 1+r *A Swam VAX am to am.m 40191 trt rum taeseat, t3� as coN►•eaoya�crew aa+aal •awl 1s��. t b��r L. yy t7 ws filtm awe +Niel ' ft amm awns To "+Tara++. writ. "-tat ra um" Purr+ tpErr & �-ae za 1• swa to eAM VA *0 pum fm war. 0_" s1.1w a wm a an ms tri vm =006 rm O& t XL Vw 'awa Nair awtrs"m TO agar fm wrt �aa SL miIL1'-w.f mt mb 11"14A lot N w Q A anct••-W AV Sam Oar' ooa Ar toP & Wff. ae �roa. =a ah AT prat aPrxE a r ftmm e:"M AT now ansam [W:�A_RNQ wAu. co-1 I NOMINAL STUD SIZE LATERALLY UN- SUPPORTEDHT, STUD SPACING lit 2X4 10 FT. 16" O.C. 16" O.C. NOT PERMITTED 3X4 10 FT., 160 Q.C. 16* O.C. 1 e Q.C. 2X6 10 FT., 1 w Q.C. 16" O.C. 16" Q.C. I 1 /2", 5 8", OR 3/4" DIA., d a HOLES ALLOWED HOLES NOT ALLOW HOLES ALLOWED mm A307, ALL -THREAD ROD W/ :, 4. LISTEG HEIGHTS ARE. DISTANCES BETWEEN POINTS OF LA11RAL SUPPORT Pi.4 ► SIMPSON "SET" EPDXY 4 TO THE PLANE OF WALL. INCREAM IN UN --SUPPORTED HEIfIW # 'T E ADHESIV(IC MAY BE PERMITTED ERE JUS f�:#T � ED BY AN ANALYSIS AND CALCULATIONS.CALCULATIONS.ER 527RE 9, LA 2527 9). ` 1 .' PICA -BEAR NG WALL CMTIONJ -rA SM n+�sv. w 1. ANCIICR51�1' dE � �2-:1. 1 �3 4 � 111 a! " D/r MIN. I ! I 1 MIN. 12» a rrR er:rrrmr � i * IMF � # 4 " t & wo SFUK � 6 4 i MIN ,.momw m I,+IIN. I I 17 w amwE'� 7 I A I NOTES: j � . s. WL rc.) ar• Taos= .1 gm aa. I I -DO NOT WNCH SM TOP MD BOTTOM SPACES i�iMIN 1HE SAME 1/3 SPAN. e- a�x� ►*.� IM A MOWQM, : -MAY, At (.LOFT'% M A t' WRRd 1lVW M IWf i�#'i'tr'_UM ANn& r Wo Vc Cam i /_ �pA NOMINAL, STUD SIZE LATERALLY UN - SUPPORTER HT. STUD SPACING 2X4 14 FT. 16" O.C. 3X4 14 FT. 16" Q.C. 2X6 20 FT'. 16" O.C. w f n€ I y� M! iill,tl:flliit4 iriltrllMrr "� � ��E if i�,�� tirtll■1 .... ,,.......�..... ..�. •......... ,... ,..i _....,... E ♦# t I / 1♦ t � I NN�1/,�•��� rod."�fP� ly i * S P OR 461 * L�9l2" . F�, 4 �Q E OL 8 E.N. *HOLE4 LARCWR THAN WATER HEATER -»_��-�_-�- •"�.•,`•• STUD WATER � HEATER r[�c imy Ill � WALL � N{3TGH%ARE4 X STUD STU[iS 2x8 STULIS 40% t 2X4 MO. Q LV4 ANY APPLOTM s • ' �!r -.OAK BUCKLES 70•MA ~ iE HFA7ER SECURELY. . • • r SIPAWT MOUNT SkCK SPACERS AROUND VIAIM- MUST BE 3r a, THROUGH � . a s s s -BACK THESPACER ` IS TO BE MOUNTED AT REAR OF WATER AMY •' 1 HEATER mmust ..t :. ,,..;.:1.:.... 9j- BUCKLM TO FASTEN Wk7m .NS%, fir.I.,r- i�riiY•Y� YMRw i iMR 1Vt\fi • ftl ilM�l 7. AAL = araawart SOOT # � L NOT APPLY � At+W i#1t.ES MCI � TFII=Y Ir143si 1. LISTED HEK*I'iS ARE DISTANCES BETWEEN POINTS OF LATERAL SUPPORT PLACED .r � SI'EfiIFIt',ALIY INTAILt�• ' e. trek * am +rose% arsnrrTtar a, i-3/a• Q - '1-1/4" Wff, 14 GA IAA 1 , G90 4j IM MATS: 8" tom. x • �• R�L3ICULAR T't� THE PLAItiE OF WALE.• 1l�CRFJISES IN UN SUPPORTED I•Et�tT �}, sty►: . # ,• i # • . • #--�'R�IES ,4t+1C? I�f�s 11� t�1' lli IN CJMNTIL� Jt}i; 4S' TY1", • 48 TYP. 31€1MlTH i-1 4 � NOTE, d arm A -REFER T4 �IMIUF S RECOMME�ILiATIt�S FOR Ntili:H�S MD HMO VMERE PLC MAY BE PEITtrMED JUSi1FtE€1 BY AN ANALYSIS AND CALCULATIONS. 21 Mr= i�1 U • Ef tQ 1�' !rq►L FROM ;/� ONLY ONE. NOTCH OR #ALE ALLOW PER EACH SFUD. ""' � ..wM _ _ ._ _.. WEB DI6� ARE USEL}, 2. INTERIOR NON -SWING AND NON --SHEAR STUDS MAY BE SPACED AT 24" O.C. 196 �Y D ST S IMP 4 SiETtXri it McvL x fE�l. tG -IN ��. a PICAL SHEAF 'I�`ALL PENETPATIt)N �6f Jot "�13�.I� IF PERMITTED BY ENGINEER {�F RECORD. � �'' � � {7j,,� 10d1Q Utl� 17 RETROFIT FOR MISSEDMUD-SILL ANCHOR SOLT 13 JOIST NOTCHING AND BORING .101 TABLE 23- Y-B SIZE, HT, & SPACING OF STUD 7 SHEAR WALL PENETRATIONS 5 WATER NEATER SEISMIC RESTRAINTS 3 STUD NOTCHING AND BORING J Q h W Li �s w F- a z cks Las= z ow 8x Vt�llt�lr � 2 t• ! w z CL • z 9 1 La 0811Z ,t1. S iE- F- 00 C/) .041 N �'%� 0 "`- ( a lof n ,/) w 0 6.wr LwIl zw Z (>Z >m LL. 00 Ld < �<aa La 5 1 w Z D_LIJ . 0 Z Eli mom© ,00 tat `� h•- 0 ') Q � 0� &�! zgz M. �a c� CL rn m Nt (j y IM cc z rtPw, w .4 w 0 C3 Zj co Imn z loom U) C/) ARCI4TECT JW NOT• 9SB-51041.00 mwm BY W" ONE 00 ; T 0/05/2c>tI3 PLOT DATE 06/05/WD3 SHEET NO. SN3 cm 0 ljL O C0 w 0 z 0 c* co r rm" w r 0 0 ca DO NOT SCALE PRINTS CAD PILE: 51 C41 SN3 g T MANDPAL OVER QAL OVERSOW RIM (I.E., 2X, LV.L OR LS.L) WITH PARALLEL ir O.C. APPROVED SYSTEM GROUND CONDITIM ;&rW0*_ CLAMPS SHALL BE ACCESSIBLE FULL BEMRG 2X BACOM AT VERTICAL PARMION PLYWOM FLOOR LMD BEARING POST OR MULTI-S= SKrC% 110, CONT DOL TOP PLATES SOLT HOLES SHALL BE A MINIMUM OF 1/.32* LOCATIONS. 49"T 1P -3 6-4) M-A Y NONMETAWC PR07ECTIVE SLEEVE CORRECT TO A MAXIMUM OF 1/16# LARGER THAN THE -GATED AS TRUA-MO-1 IMM 10 (MR RM PFG 4 2X STUDS AT 16- O.C., U.N.O. LOUISIANA PACIFIC LPI 225 OR LPI 20 (PFC-3754) 4f t. BOLT DIAMETER. BOLTS SHALL NOT BE FORCIBLY DRIVEN. BOISE CASCADE BC1 450 (PFC-4665) SIMP. CS16X2r W1 8d WAS VERTICAL LOAD FLOOR IRUSS WILLAMETTE INDUSTRIES SJ-150 (NER-475) MIN 9 WAS TO STUD AND C-- KONG POST PER MIN. '9* NAILS TO RIM AND/OR F.J. ABOVE. SPEC& MIN. 2X P.T.D.F. MUD -SILL, SEE PLAN APA-EWS PM-400 PERFORMANCE STMDARD PRI-301 40 (ICB0 ER-5317) SPACING ALTERNATE/STAOM SWP A) OPPOSING EXTERIOR FOUNDATION JQRTS MRMTED AS TRUS-4 TJ_VPR0 nQ 00 2W* PCF -43M) Aff-M. SIDE FACE OF STUDS. CUT SHrO. -CUT. AS REOUIRED. DO NOT OVER V .1 _]MIN. 5/8" DIAMETER MUD -SILL ANCHOR BOLTS LOUISIANA PACIFIC LPI 3W OR LPI 32 (PFC-3754) 5z 4 FLAT % WITH SQUARE CMR STW AT SHTG. 14L SLO! 0 2,C O.C. W/ SUPO'W WASHERS PER PLAN. BOISE CASCADE SCI 500 (PFC-4665) ORS AT EACH 80 (ALTO: 2-16d AT Ek END) r:k OM WHERE WW- 4 .0 PLYWD. WEB JST. W/ EXCEWS GROUND ELECTRODE WILLAMEM INDUSTRIES SJ-250 (NER-475) I,-im swe. 0 0 O.C. W/ SHALL BE TERMINATED— P =,.=� 4%, FULL BEARING 2X FM FLOOR ("t & 1\19 N APA-EWS PRI-400 PERFORMANCE STANDARD PRI-40v 50 (IC80 ER-5317) :IBLK'G. W/SHRIM 'Ir . WAIL COMW&I SIMP, ITT WE HWR AT EACH EM 'G & 2X IN A DRY LOCATION SQUASH BLK ON FLOOR 004L M A BL T 0 MATCH AN "T fflCAT-8), AS TRUS-jQIA TAM NQ M RM P0 44" W-Y A35F OR W4 4 FILLER AT VERTICAL 2" MIN, LTP4 AT WALL LOAD BP0NG POST OR NOT TO LOUISIANA PACIFIC CTR 350 (PFC-3754) 16* O.C. MULT-SIUD LOCA71ONS 16ds, BOISE CASCADE SCI 650 (PFC-4665) RIM OR 2 0 TOP PER S.P,N. 20 FOOT MIN. 1WIREINF ORCSTEELRCEED 41 WILLAMETTE INDUSTRIES SJ-360 (NER-475) STAGGERED. SOUD 2X PEND. PER PLAN rwFLUSH BEEAMOR4f-u RE. FOR 200 AFL - EAC �D�'APA-LINS PRI-400 PERFORMANCE STANDARD PRI-60, 70 QCB0 ER-5317) WUSE 20 FOT MIN. 5REINFORCING STEEL PROVIDE STEEL BUSHING WrtH WIDE DIAMETER TO r ,VERTICAL LOAD ALL - - ---- OR EQUIVALENT BARt COPPER WIRE 20*-0* MIN. MATCH ANCHOR BOLT. SOLT HOLE SHALL BE A MIN. -0-35 SEARING POST, 0 F It JOISIA 09CATED AS TRUS-JOIST TJj"Q,M (W 200, KF� 4MJ MAY RIM RETR OF 1132- TO A MAX. OF 1116- LARGER THAN BUSHING _j_trL_1__ CRIPPLE OR PIPE LOUISIANk PACIFIC CTR 5% (PFC-3744) CS16 BEAM BELOW. ) DIAMETER. CUT BUSHING AT A LENGTH OF ALL 411 Ve LESS THAN THICKNESS OF MUD-SIU., EOSE CASCAM BCI 90XL (PFC-4665) GROUND ELECTRODES TO BE INSTALLED IN EXTERIOR WILLAMETTE INDUSTRIES SJ-550 (NER-475) M ALTERNATE AT 24*) Pff 4- FOUNDATIONS AS PER LIFER TEST REPORT WHEN AVAILABLE, OVERDRILLED HOLE APA-EWS PPJ-400 PERFORMANCE STANDARD PM -Sty, 90 QCB0 ER-5317) ri IPLYWD. WEB JOIS MIN. 2X P.T.D.F. MUD -SILL, SEE PLAN ELM RM MWATM As TRUS-jM 144' T.S.L. njjM]PW (go 4970) MAY N: STUD CS16 1-1/4* LJOUISIANIk PACIFIC 150DFb GANG -LAM W RIM BOARD (PFC-5004) •MIN. 5/8" DIAMERR MUD -SILL ANCHOR BOLTS -1/4" BOISE CASCADE -STF -442) VERSk MND RIM (NER FRAMW AT LOW I -JOIST 11 LIFER GROUND WITH SQUARE WASHERS PER PLAN. 1-1/4" WILLAMETTE INDUSTRIES STRUCLAM ENGINEERED RIM (NER-472) 2 TYPICAL BLOCKING AT POSTS 1-1/e APA-EWS I.5E-225OF LV.L (ER-5834) UP BMW ED-r-Am- AS TRUS4018T I-wf _98-Atiff TAL M"N"Imw MAY INSTALL 1/2" OOD WEB NON -BEARING WALL RETROFIT, 1-3/e OR 3-1/2* LWISIANA PACIF`IC CAM -LAM W LVL (PFC-5004) OM 497-9) STIFFENER W/ 722i72ROWS OF C-- 2X STUDS SILL PLATE W MIN. 2-2X4 STUDS ALT, #2 3-1/2" (ONLY) BOISE CkSCADE VERSA -LAM (NER-442) 10d AT 12* O.C. ONLY AT (2)-10d AT EACH S.P.N. PER P(AN 1-3/4" OR 3-11e WILLAMEITE INUMMIES STRUCLAM I.SE- 225OF (NER-472) LOCAMNS WHERE SIDE SIDE OF BLOCK AT EN D OF LOW WALL PSON BPS TY?f BEARING PLATES WITH (4)- MEMBERS ARE ATTACHED 314'3-1/2" APA-EWS- 24F-IJC G.L.B. FRAMING GRADE (NER-486) DS1/4 X 1-1/2 SCREWS AT OVERDRILM SILL. CONT. DBL 2x TOP TO DOUBLE I-JOISTS.LES. FOR EXAMPLE USE BP5/8S-SDSI-1/2. 23-1Z? APA-EWS . 1.5E-225OF LV.L (ER-5834) TOP PLATES FIELD INSTALLED VERTICAL FOR 5/6- ANCHOR BOLTS.) BIEANA RKMO-ATED AS IN&AMIST -PWL !R&RN4_AW AHE 4979 M-AY 19 SAtfDflCHED IN 2-1/2% _;vcu 1 101STS 2-1/2' x 2-1/2 LVL (PFC-5W) X I STEEL AMLE-, > LOUISAM PACIFIC GANG -[AM W 2.OE PER W 3 -SIMP. SDS 1/43 BOISE CASCADE VERSA -LAM (NER-442) FULL HEIGHT 1/4-1- CAP AT I-i SEE TABLE WILLAMETTE INDUSTRIES PROM PLUS (NER-486) "PONY" WALL 807TOM OF Sam R 'LLM SIZE S APA-EWS 34F-IJC G.L.B. FNMG GRADE (NER-486) WEB STIFFENER I-PERPOUMILM CONDMON 21* AFA-EWS 2.0 E-29W L.V.L.(ER-5834) Cq M MCGFOR IMAOF WM �.4&drftwOTH L t%ft%]r FINISHED SLAB--\ MAMU F&MWAIhO Az INW-JUMI L-414- MWL,:N§f1%P"W UMM 11MM I FMTROFIT I _I MRT 2X STRINGER 10" NN 1-3/4" LOUISIANA PACIFIC GONG -LAM W LVL (PFC-5004) #8 COMPI 1 -ile BOISE CASCADE VEM-LAM (NER-442) _�n1 1304 1 COMFY FILL OVERDRILLED HOLE WITH EPDXY fLR%fkC"'nWC- OVDIk-61AILA fUr0_A'"'% t CILMeALI CTV* IkPqW% 9:4'74% 1 ADD #1C4'7n% AD MUMV 4 A" Unt I A I&rVTL i FILLER 1- r WIDE I YLAWGE 1 1-3/e WIDE I FUkNGE a 2-5/16 WIDE gm 2X STUDS - .0 ^I cmm anpr '41-100 ?%=r4m" 20 FIAT M0. 0 2e MC. WM-16d _f0MLED AT 04H SIDE MM �1-1/8" NEr 20 2X4+1/2" PLYWD. - L, f V SILL PI'm -t `PRO-PDXY 300 5000, LARR ARA-EWS 1.9E-260OF L.V.L. (NER-5&34) (l)-H2.5 AT STRINGER AL NOTES: S.P.N. PER Pbii -6- - USE THIS DEIAIL WHERE H8GHT OF PARTITION TO I i I "VERY OTHER Allzlk�_7_ STUD (32" O.C.) 9* YWOOD FINISH FLOOR EXCEEDS 9*-0" FROM PL 12 NON -BEARING MALL---wN.FLOOR SHEATHING OR WHERE SHEAR WALL CMITION IS L INDICA70 ON FLOOR ABOVE, U.N.O. I-JOIM MAY 13E 3 A FOR PARALLEL CONDITION OLK"G. M ----------------- VL THIS OFFSEI 2-11e (2) I�STiS�4�/01°Sd SINKER binmif A SINGLE R& IS ALIGNED 1. *RMM POMM OF ML15 WMUWTO WOW OFAM SML NOTES: 1). REFER TO SHEET SN-1 FOR MINIMUM MEMBER DESIGN CRITERIk DISTANCE IS WILC. AT 70P UNDER A WALL WHICH SPANS UNDER 1/2 BE WT TO A PkCrOL MUMM VAX. THE LENGTH OF THE JOIST: OR A 11ST 12" DMA♦7- WLT MW ARE BM ON NOS. 107 WOW CHWO SO 2). ALTERNATES NOT LISTED REQUIRE ENGINEER OF RECORD APPMNAL TO FACWATE AND FLANGES DBL J0 PLUMBING LINES. EDGE NAIL FLOOR IS ALIGNED UNDER A KUWHICH SPANS SHOVEL END OF UNBRACED I DETAIL VA0 FOR OVERDRILIM) HOLES OF MA)QWM 10 DOOM IN WRITING PRIOR TO DELIVERY TO THE JOB SFTE FRAWM AT PONY WALLI "EOCCURS) TO EACH I -JOIST. OVER 1/2 THE LENGTH OF 114E JOISM. FOOTING PARALLEL OONDfTION LOW WALL V QQM- 12 STEEL ANGLE AT UNBRACED LOW WALL 8 RETROFIT FOR OVER -DRILLED MUD -SILL HOLE 6 ALTERNATE ENGINEERED WOOD PRODUCTS CMPENMRLT 14AMMLLWARMAL CTKM , _J_ 3 DOUBLE I- JOIST CONNECTION 1 NON BEARING PARTITION BLOCKING distance from CKW 8 Minimum distance from CHW A Minimum do BACKER BLOCK: INSTALL TIGHT TO TOP FLANGE HEAD -OUT STUD WALL I P NEWEL POST Ti G-ARMILI MARDRAL TO WALLJ 1. PRE-MLL HOLES AND FILL WINDING STAIRS. SEE ARCH. DWGS. FOR I TO BOTTOM FLANGE WITH FACE MOUNT I -JOIST OR 1 FLUSM nimurn SOUR MH SE4W PRIOR MIN* minimum distom & DIMENSIONS AND RADIUS OF CURVATURE. distance R""�;), BOTH SIDES OF WEB WITH SINGLE MIN. 1-3/4* 2X STUD WALL AT 16" O.0 WOOD PLUG L from TO ATTACHMM from CHART A I -JOISTS. ATTACH W/ (10)-10d CUNCHED--,,", T.S.L/LV.L U.N.O., SEE PLAN 2, MAX. Ht. OF V SHALL GUARDRAIL i - PL GLUED r k WHEN POSSIBLE. W/ *IuSn OR WT EXCEED 5 MIN. 3/4 YWOOD TREADS OF GUARDRAIL 3. LINT&S LONGER TW W_ L W HNGR. OE Sr AND SCREWED TO RISERS AND LEDGERS. SHO= E DOUBLE I -JOISTS (IYPE PER PLAN) MASONRY OR BRICK VENEER > fy E.N. (AM: 1-1/8* PLYWOOD TREADS) SEE ARCHITECTURAL PLAN MIN. SEE MANOR SPECIFICATIONS 4WESMON. -,pr 3/8" DtA. X 6` 1�11 3" "RAIL-IM-r W11 /2 MIN. MIN (ALT.: DBL 1-31e T.S.L/LV.L) NUT AND WASHER. �/8" X 3-1/2* LAG i _t:� MIN. 2X4 FLAT BLK'G. 1-1/2 3 BOLTS W/Sro. CUT E.N. E.N. I -JOIST PER PLAN. 1/2- MORTAR BED ABOVE UNTEL---l' WASHERS AT 32* O.C. \,MIN. 2X1 2 RISER W/ 5-16d NAILS AT WARIMMIL Do not cut SEE MANUF. SPECS. STAGGERED. (EDGE EACH END, U.N.O. NEWEL POST TO fflii A 1-1/2* dia. I oles DISTO=3/4 ). CENTER USE *IUS* OR W MIN hole can be 01 2 x D2 D2 L2 2 x L2 Ll c an ;elr/2" LAGS AT STUD MIN. 2X4 BACKING W I/ L FILLER BLOCK- NAIL W/(10)-10d Y X 5* X A/1 6" STEEL E.N. Gtk,24 _1j_L_ -1/4* -1/2 cut anywhere -T HNGR. PER COND. EON_ 'A , MIN. 2 NOTE: I minimum I twin CLINCHED WHEN POSSIBLE. USE ANGLE ROWS OF I 6d AT I STA E ED. NEWEL POST in the web (10)um s4gmert# -16d FROM EACH SIDE W _(A�6). MINIMUM.V 2X STUDS WHERE !SQUARE -Lid- FLOOR BEARING AT EACH END MIN. (I)-2X4 TRIMMER AND (1)-20 MIN. 3* SPACING TO BE MIN. SPACE 3-1/2- WIDE FLANGE I -JOIN., OCCUR--\�, SQUARE MAX. W-910 O.C. 2-1/2 I I OPENING I I U.N.O. KING STUD (CRIPPLE) AT EACH END OF = 19 Uz M= ANt LE AT BEAM _j EON. t RISER. SPIKE STUDS TOGETHER W1 16d 1-1/2* DIVA. 1. Determine the hoW shape (round, square or rectangular) and select the appropriate chat - A or 19. SECTIONI AT 12" O.C., U.N.O. HOLE NEWEL POST 2. Under HOLE SIZE locate the column which rrm% or exceeds the size of hole you mWire. 40 (MAX. STUD SPACING = 16" O.C.) MIN. 3. Use the W two columns to iden#ify the Til series and depth being used in your fow or roof system. I .X10"3YIN. 4. Stan d0ht across ft row urd intowsect column wtkh oo"as the hole ske you seld. MASONRY OR BRICK VENEER 16 MIN. 1­1/8" PLYWOOD RADIUS -SILL. 4' ��3%�W/1/2" r 3/4" The vdl0e shown is the m4Wad=WPWm Ad= from e* of the hole to inside face of the nearest support. CUT SILL PLATE TO MATCH STAIR j I AND WASHER. CHM A - ROM HMO CURVATURE. PROVIDE SHOT PINS AT I I - offft (TORQUE NUT TIGHT WOW WMNM FWM 90M M OF AW SOPM TO !M= FLOOR JOIST SEE ARCHITECTURAL PLAN I . RE OF "OLE 32* MIN. 5 16 1). aorteWqtheweb,SPACING PER 1. REFER TO ARCH. AND MECHANICAL 1/2" MORTAR BED ABOVE UNTEL MAXIMUM 16* O.C. Pm,/ENOUGH TO BEND --T TOVPMN ROUND HOLE SIZE stance between the edges fe holes mat be FRAMING DRAWINGS FOR LOCATION AND SIZE WASHER TIGHT AGAIRS, MIN. 3 Oepth to at least 2x the lenp of the est hole. PLAN OF OPENING. -N\S. I= � ­­ � � OLN V. SURFACE OF CYLIN SQUARE 6' 6-1/e 7 #_*T 100 W300 ir �i $ X 5* X §/16* STEEL I.TREM NOSING PER ARCH OM. lip 2M 2), Mes L j I 1 150 WZ.W be loo'd d 2 imum at top AT WALL Leave J of web mir � 1p 2. SECURE DBL I -JOIST PER PLAN ANGLE _(A�§), MINIMUM V 4X HEADER/BEAM PER MAX. STAIR RISE PER ARCH. OM. 0. vertically anywhere within it 2xS VECIFICk-nONS (U.N.O.) WARING AT EACH END PLAN (MIN. 010) 1MIN. STAIR RUN PER ARCH. DWM. MMPAIL 250 11-W 2!--V 4�-Crr W-r 7-C fr--w and boft*m of holk 647 7/16" DIA. X 2-1/2- ZX STRINGER 150 V-r 1*--W 1*-0* 2'-Ov T-Or S-r 5!-0* r-e V--V` 3). 1-joists am manufactured with 1-1/2" diameter TYPICAL RADIUS EVIMING BOLTS W/ pejv*ted knockouts in,the web at approximately LONG LAG 13 HEAD 'JUT FRAMING AT FLOOR OPENING 9 STEEL ANGLE AT MASONRY/BRICK VENEER NEWEL POST W/ 250 1*-V f-W 2!-W S--W e-6* 5!-4r 6r-e W-W W-W 12 on -center along the length of the joisL STANDARD CUT WASHERS 350 f-r X-W S-O' 4W W-40 W__e *r-w W-0 IW-W 4). Distances in the charts shown are based on THROUGH DRYWALL TO PER STAIR MANUF. uniform loaded * ists using the maximum loads EON. BLX'G. PROVIDE METAL 550 1'-V 1W S-0 V-6" 6'-W W-C 7--C W-W 101-6* shown for any o?04: W rawd Within current 2X6 JOISTS 2X14 SIMP. THA213 SLEEVES AT LAG BOLT COW. DBL 2x TOP 250 1'-W f-Ar 1*-W V-W V-4" r-(r X-4r W-T V-0 $I--r f-Ir -tw--4r I- fiteraWre. For load condffims or 2X STUD BACKING TO BE MASONRY AND STONE VENEER NOT 0 16* O.C. 0 1 r O.C. MIN. 4) 0 HEAD -OUT ATTACHMENT W/ SEALANT PLATES W/ 4x mflqurations not included in the" charts, SPACED MAX. 16" O.C. EXCEEDING r IN THICKNESS TO BE W/LUS26 MIN. CONDITION. AROUND SLEEVES AND MXG. AT NEVVEL 14!* 350 1-W 1W V-0 1-e S-W V-r 4!-r 5!-#* 7--W W-r 9'-Gr 11*-# contact .1-wist representotim 5). For sir APPROVED PAPER SHALL ANCHORED TO MAIN STUD WALL W/ DEPTH AFTER LAG BOLTS. POST LOCATION 550 f-W, 11-W f.-V 2-4" 4!-W. 4!-r 5!-C- r­r f-V W-e 1W-W 12'-0'. Vie span (�� foot rvinimum) uniformly BE FIRST APPLIED OVER 22 GA. x 3/4* GALVANIZED CORROSION NOTCHING - V ' , .6 =am joist nw" ft requirements or current SHTG. OR WIRES BETWEEN RESISTANT, 0.030* THICK, WALL TIES. 250 V-0 11-W 1W no 1-W i'-f V-e f-V 2!-V 3-W 5!-U* t-r 9*--W I V-0 �iiture, one rrv"drnurn pbe round hole STUDS & MORTAR SHAU (ALT 0.14r# WIRE-#9 BOW. GAGE) ';-2XIO BLK'G. W/6­16d (I)-H2.5 AT STRINGER 11r. 350 1*-W 1*--W 1'-0* 11-0!, 111-V V-r 1*-r X-V *-V W-e $'--e t-O* IW-4* 12r! ma. located at the sport R BE SLUSHED INTO I TIES' TO BE SPACED SO AS TO 2X4 PLATE W/ NAILS 0 EACH END. TO STUD AT EACH a Be ftc bolga END Of NEWEL 550 11-V f-o' V-W V-0" : r-ir X-C 3--r I W-W r-00 V_r 1W_W IT-r is- cut Into wfr,7 non *=MGM P SPACE BEtWEEN FACING SUPPORT NOT MORE THAN 2 SO. Fr. 16d's 0 8* O.C. > PAPER, OF WALL AREA BUT NOT MORE THAN 2X STUDS 0 16" O.C. POST LOCATION. CHM B - SQUARE OR Fay HMES 24' O.C. HORIZONTALLY. TIES TO 2X BLWG W/ MN= 010MCE MM IM FA10E OF ANY 9"M TO WAM WM OF HU DO NOT CUT OR HAVE UP OR HOOK ON EXTENDED16d's 0 8" O.C. FRAMM AT R&I (I)-LSTAIS OR CS16X18 SQUARE OR RECTANGULAR HOLE SIZE NOTCH FLANGE. LEG THAT WILL ENGAGE A HORN. Dqft 4� V, 4- -JOINT REI . ENT WIRE HAVING NO E.N4 -NEWEL - POST W`/-RAIL-EIOLT" AT ECH $1DE OF STUD r 100 f6wr it 0.1480'0-#9 BOW. GAGE. JOINT REINFO PER STAIR MANUF4 EACH SIDE OF TO BE OONT. WITH NTT SPLICES NEWEL POST LOCATIOl 9-1/2" 150 1*-W Z-V 4�-r C4 W-C r_­r FULL WEB DEPTH RECTANGULAR - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - BETWEEN TIES PERMITTED. 2X6 LE COW. 4X SOLID RIM AT (4 TOTAL) 250 1W Z-r e-Ir 611-C r-r "r.-W HOLES ARE ALSO POSSIM. W/ (4)-16d#s PARALLEL FIST. COND. BEND OPPOSING W/ A35F AT 2e O.C.STRAPS OVER tm 1*-r V-W T-0- F-G� W-5- T-4* W-07 F--W' 9--W I PER STUD 0 CONTACT YOUR TRUE JOIST MACMI"N TO PLTS. PLTS. IN OPPOSITE 4�1 250 V-T 1*--e S-r W-4f 'r-Ir 8!-O� 8!-r W-W 9-6" REST VENEER ON CONC. F0O`rG. WALL COND. DIRECTIONS REPRESENTAT11VE FOR MISTANCE. LEDGER 350 r4 2*-4* 4�_qr w-r r-r r-r w--(r ol-r W-o* CONT. 4X SOLID QLK'G. AT 2X6 LEDGER PERPEND. JST. COND. W/ GRADE OR 2-A35F EA. END (EXT.) -6- 11--W 12'-W NOT PERMITTED W/ (4)-1 6ds - - �k 250 1*-W J*-W: V'--e •S-Ir W-O* W-r e--e 1W-T 14r-r Ur -A35 M END (INT.) ENGINEERED & 2 FILL PER STUD CONDMONS (3)-CONT. f-C S-V e-V e-e W-W 0!-Ir 1O`_W 11'-Ir If-W 12'-0*112!-e jr-e 0 Lj MIN. Sw LEDGER AT VENEER, 2X PLTS. 250 1W V-0- V' W V­e V-r 2'-W V-e W-6* W-e W-6* f-r 10'--W SEE ARCH. DWGS. 2X4 P.T.D.F. W/ A FAA= lir 350 1W f-W 1--0* V-0* r-W 3*-4r W-C 8!-W IV-T IW-W II. Do -not cut Do not bevel 20 CRIPPLES.__// SHOTPINS 0 7*-r r_W1W1_e. IIA-IS-0.11r.-or tS-r iv_w lw-60111W-d holes too close cut joist bryorW REFER TO FOUNDXn0N PLANS 0 16" O.C. 16* O.C. I to supports. in" face Of Wall. AND DErAILS'FOR MORE INFORMAYION #R90twopw how bem CM nW=WMWft of $Msd do& W7 MT 14 10 ANCHORED AND ADHERED VENEER 7 TYPICAL STAIR FRAMING 5 MANUFACTURED- GUARDRAIL/HANDRAIL 4 TJI HOLE CHARTS (ROUND, SQUARE, AND RECTANGULAR HOLES) FOR I- JOISTS WY TRUS- JOIST .0 W z 8 0 V_ C10 gzz I z -4 M. 2 z -0 0 Z91- I lug) W tan) cr < Oz C<L �EE"w �-=Jil Lij g:Ij O� M 04 CLO OW CO C) 8,6 to, LLJ Q Z CO 3:Qno � CV CO �' -=) 9_1 z � .� zov-2 92E 2 `. 0 a. in 1i Q� 2W<001 0 V) 2M W 0 U, oujm 0 ", R !j < F- Uj >- .j �-j (Am 0 Uj >W [z 00 Z OZ U%awC, :5 'z wo- z zzowz V Fn F_ 0, < W W � Lot- W �q_ :� z c) V) �Z5 <z(twwS K Wzz WN 00 � I z El- f7l: 8 OLL z 0 z CL 0= XZ a. C14 M :zz C0 a WO tz �.�L � x l o C C0 cc C/) W z z W W 0 LLJ z Z 0 now Z 0 co �= z 0010 ,� 00 Cl) C/) AKHMCT J.00 NKX OSB-51041.00 OAAWNOY OPM4 ONE END SET 06/06/2003 PLOT DATE 06/05/2003 SHEET NO. SN4 DO NOT SCALE PIONTS CAD FILE: 51041SN4 AN n rt ewhiel TABLE-8 REDUCTION FACTOR IN ALLOWABLE SHEAR FOR THREE STORY BULDlNGS HF832 0.76 HF848 0.74 HF864 0.73 HF880 0.71 HF932 0.73 HF948 0.71 HF964 0.71 HF980 0.70 HF1032 0.71 HF1048 0.71 HF1064 0.69 HF1080 0.68 HF1148 0.69 HF1164 0.68 HF1180 NOT ALLOWED HF1264 NOT ALLOWED HF1280 NOT ALLOWED HF1364 NOT ALLOWED HF1380 NOT ALLOWED TABLE-7 EMBEDMENT SCHEDULE FOR HOLD-DOWN ANOHORS1. 2, 1 ALLOW -ABLE UPLIFT TYPE ROD EMBEDMENT -NO INSPECTION REQUIRED -HALF STRESS A 7/88 12, 9,225# B 7/8' 16* 12,160# 0 7/8-P 21" 15o$33# D 1 1/81, 36' 25,333# 1. NORMAL WEIGHT CONCRETE WITH rc=2500 PSI MINIMUM. 2. EDGE DISTANCE IS 4 INCH MINIMUM. FOR LESSER EM DISTANCE, SUPPLOWAL ANALYSIS IS REQUIRED OR, BEND ANCHOR BOLT 15' MAX. 3. SPECIAL INSPECTION IS NOT REQUIRED. 4. ODDMENT DEPTH MAY VARY PER ENGINM OF RECORD, THIS PLAN SHALL ONLY BE USED BY REGISTERED ENGINEER OR ARCHITECT. ENGINEER OF RECORD IS RESPONSIBLE FOR THE ENTIRE BUILDING. STEP 1. PREPARE FOR CONCRETE A.- THE ARCHITECT OR STRUCTURAL ENGINEER SHOULD DETERMINE THE MOST STRATEGIC LOCATIONS FOR THE HARDY FRAME. B-. CONCRETE CONTRACTOR SHOULD USE HARDY TEMPLATE, WHICH WILL ENSURE ACCURATE SPACING BETWEEN ANCHOR BOLTS, THE FRAMING OONTRAOTOR SHALL VERIFY THE TEMPLATE LOCATION. Ot PLACE THE BOLTS IN TEMPLATE (7/8" BOLTS ON THE OUTSIDE CORNERS, 3/4s - BOLTS- ON THE.. INSIDE). WITH PROPER. - EMBEDMENT- LENGTH; FOUR THE CONCRETE. STEP II; PLATE PREPARATION As AFTER SLABS ARE POURED., PERFORM THE REGULAR 'LAYOUT PROCEDURES, Bt PLOT THE BOTTOM PLATE AND OUT TO SAME SIZE AS THE FRAME. IF THERE IS A DOOR OPENING NEXT TO THE FRAME, ALLOW THE BOTTOM PLATE TO CONTINUE INTO THE OPENING. STEP III FRAME INSTALLATI'ON k SET THE HARDY FRAME ON THE BOTTOM PLATE* ALIGN WITH THE ANCHOR BOLTS, B.- APPLY THE NUTS TO THE 7/8" CORNER HOLD-DOWNS, BUT DO NOT TIGHTEN YET, Ot APPLY THE OUT WASHER TO THE INSIDE 3/4" ANCHOR BOLTS. D.- TIGHTEN DOWN ALL NUTS FIRMLY UNTIL FRAME is PLUMB AND LEVEL, MAKE SURE TO USE THE OUT WASHERS. E: THE SHEAR RESISTING ELEMENTS FOR THE FIRST STORY IS NOW OOMPLETE, WAIT FOR THE INSPECTION PRIOR TO FRAMING OF THE WALLS, F; AFTER FRAMING AND PLUMB & LINE, SCREW THE CONTINUOUS TOP PLATES TO THE HARDY FRAME, FLOOR ONE IS OOMPLUME SURE TOP PLATES ARE CONTINUOUS OR APPLY A MINIMUM OF 8'-0' PLATE LAP. STEP IV: THE 2 STORY CONDITION (STACKED FRAMES} A; PROVIDE 4x RIM BEAM OR 4x BLOCKING BELOW THE HARDY FRAME AT 2ND STORY, Bt PRE -DRILL THE 4x RIM -BEAMS OR BLOCKING FOR EASY INSTALLATION OF THE ALL -THREAD BOLTS THAT CONNECT FRAMES VERTICALLY. USE TEMPLATES FOR ACCURATE LOCATIONS. 0,. AFTER SECOND FLOOR IS SHEETED, SNAPPED AND PLATED, CONTINUE WITH THE INSTALLATION OF THE HARDY FRAMES ON THE SECOND STORY. Dt PLACE THE HARDY FRAME ON THE BOTTOM PLATE WITH THE ALL -THREADS PROTRUDING FROM THE FIRST STORY, E-. ATTACH AND TIGHTEN HOLD-DOWN NUTS AND INSTALL WOOD SCREWS FOR SHEAR. F.- WHEN THE SECOND FLOOR FRAMING IS COMPLETE AND WALLS HAVE BEEN PLUMBED & LINED, SCREW THE HARDY FRAMES TO THE CONTINUOUS TOP PLATE. ENGINEER OF RECORD 1. ENGINEER OF RECORD SHOULD IDENTIFY HARDY FRAMES TO BE USED ON STRUCTURAL PLANS, AND NOLUDE DRAWINGS H-1 TO H-4 FOR DETAILS AND CLARIFICATIONS. 2. ALL FRAMES IN COMMON LINE OF RESISTANCE SHALL BE SAME HEIGHT AND SAME WIDTH, UNLESS ENGINEER OF RECORD SPECIFIES DISTRIBUTION OF SHEAR ACCORDING TO RIGIDITIES. 3. THE ENGINEER OF RECORD SHALL CHECK ALL BEAMS UNDER THE HARDY 'FRAMES FOR UPLIFT AND OVERTURNING, 4. THE ENGINEER OF RECORD SHALL DESIGN FOR OVERTURNING, FOR COMPRESSION AND TENSION IN THE HOLD-DOWN BOLTS AND COLUMNS. 6. ENGINEER OF RECORD SHALL ALSO DESIGN THE FOLLOWING A) CONCRETE GRADE BEAMS B) DRAG AND SPLICE CONNECTIONS FOR STRUCTURE. G) AT EACH HARDY FRAME, THE OVERTURNING DESIGN FOR COMPRESSION & TENSION. D) FOUNDATION SYSTEM TO RESIST UPLIFT & DOWNWARD. LOADS FOR ANCHOR BOLTS AND COLUMNS, 6. ENGINEER OF RECORD IS RESPONSIBLE FOR DESIGN OF THE ENTIRE BUILDING. 7, FOR SHEAR TRANSFER OF TOP PLATES TO BEAM, BLOCKING, JOIST OR TRUSSES, USE SIMPSON LTP4 OR EQUAL. TABLE-1 HARDY FRAME LOAD 3.5 x 3.5" x 14 GA TUBE SECTION BRACED FRAME TABLES MODEL. HEIGHT LENGTH HOLD-DOWN SILL BOLTS MINIMUM ALLO- WABLE SHEAR v qM DRIFT AT MAX. SHEAR ALLO- WABLE W ON HEADER ADDITI- OVAL VERTICAL LOAD P ALLO- WABLE UPLIFT TOP PLATE CONNECT'N W/1/03' WOOD 7 MAXIMUM WALL WMT WIND -PERRENDIGULAR TO WALL4 MAX, ALLOWABLE BASIC WIND SPEED EXP. B @ EXP. 0 0 EXP. D NUMBER (IN) BOLT NUMBER LW IN -T LB/F ON POST LB&S LBS. SCREW (Psi) 08=0.62 Ge=1.06 Ce=1.39 HF832 92.25 32 7/8" DIAM. 2-3/4* DIAM. 4050 0.313 2644 9,838 16,333 16 12 130 130 122 HF848 92.26 48 7/8* DIAM. 3-3/4" DL4M. 5800 0.201 960 1019" 15,333 22 12 130 127 115 HF864 92.25 64 7/81 DIAM. 3-3/4" DIAM. 7020 0.150 491 12,351 15,333 26 12 130 118 106 HF880t 92.26 80 7/8" DIAM. 4-3/4" DIAM. 7700 0.121 298 1%791 15,333 30 12 130 T9 98 HF932 104.25 32 7/8* DIAM. 2-3/4" DIAM. $390 0W3 2644 9.154 15,333 14 10 130 114 102 HF948 104.25 48 7/8' DIAM. 3-3/4" DIAM. 4920 0.237 960 10,095 15,333 18 10 130 108 97 HF964 104.25 64 7/8" DIAM, 3-3/4" DIAM, 6000 0.174 491 11,316 15,333 22 10 127 102 92 HF980 104.25 80 7/80 DIAM. 4-3/4' DIAM. 6680 0.138 2" 12571 15,333 26 8 119 95 86 HF1032 116-25 32 7/8" DIAM, 2-3/4" DIAM. 2850 0.481 2644 8,445 16,333 12 8 130 97 87 HF1048 116.25 48 7/8" DIAM. 3-3/4' M41A. 4160 0,272 960 %265 15,333 16 8 117 93 84 MFI064 116.25 64 7/8' DIAM. 3-3/ " 4' DIAM. 5130 0.197 491 1ID;M 15,333 20 8 Ill 89 so HF1080 116.25 80 7/8" DIAM. 4-3/4" DIAM. 5760 0.154 298 114429 15o333 22 8 104 84 TS HF1148 1.28.25 48 7/8" DIAM. 3-3/4" DAM. 3510 0.302 960 8,458 15M3 14 8 102 81 73 HF1164 128.25 64 7/86 DIAM. 3-3/4" DIAM. 4370 0.218 491 9,338 15t333 16 8 97 78 70 HF1180 128.25 So 7/88 DIAM. 4-3/4' DIAM, 4920 0.168 2" 10-1371 15$333 18 8 93 74 67 HF1264 140.25 64 7/8" DIAM. 3-3/4* DIAM. 3700 0.235 491 8,414 15,333 14 8 86 69 62 HF1280 140.25 80 7/8" DIAM, 4-3/4' DIAM. 4180 0.206 298 9,344 15,333 16 8 83 66 60 HF1364 162.25 64 7/8" DIAM. 3-3/4' DIAM, 3090 0,246 491 71578 AM 12 8 77 62 56 HF1380 152-25 80 7/8' DIAM. 4-3/4" DIAM. 3520 0.187 2981 8,362 15$333 1 14 L 8 1 74 1 , 60 5 , 4 FOR Sh 1 INCH = 25.4 MM 1 BF 4.448n 1 LBF/FT 1-4,5939: N/m 1 PSF = 47.88 Pa 1 MPH = 1.61 Km/HR 1 PSI = 6.89 kPa I Pallow=17,342 lbs. H84 16,290 lbs, H94 15,169 lbs. H104 13,995 lbs. H114 12,784 lbs. M124 11,552 lbs. H134 Pallow IS MAX. ALLOWABLE LOAM FOR VERTICAL POTS POSTS 1. ALLOWABLE SHEAR V FOR ONE AND TWO STORY CONSTRUCTION. 2, ALLOWABLE WEAR V MUST BE REDUCED BY THE FACTOR GIVEN IN TABLE-6 FOR 3 STORY CONSTRUCTION, 3. ADDITIONAL LOAD P - P ALLOWABLE x 1.33, DEDUCT VERTICAL LOAD PRODUCED BY OVERTURNING LOAD FROM VXh/d pip W IF 4, WW 9WS 80M ON Cq=1.2 AND BLUM EL HOW LESS 1�01 40 FEEL FOR 07HR Ce AND Cq COUMM, SUPPLOWAL AN&YSIS IS MMU- 5. COMCM APPLY TO WOOD WITH A SPECIFIC GWTY OF 0.50 OR WATER. 6. THE 1/4"O x 3* LONG WWD SM" ARE FORMED FROM AS 1022 STEEL, MM 5.1. THE ALLOM01 LOAD FOR WOOD TO METAL IS 3W FOLOW COMPLYNG WITH HE'S OR N KW ES ER-#5268 OR EQM BY 00KER OF 90M. BRACED FRAMES 7. FOR SEIM ZOW 3 & 4 LWATM WALL WEICK GNM EXCEED THE TAMATED VALUES HF832 THROUGH W1380 S. WOOD SILL PLATE. WKN USED, MUST BE PRESMATIVE-TREATED WAlS FIR. 9. DRIFT AT SUM SHEAR IS CALCULATED, IMM 09 BASM REQUIOWS WITH WALL, WTALLED ON UNYIELDING SUPPORTS. 10. WHEN A HAJW FIR W OR A 18-INCH HARDY PANEL IS INSTALLED ON PRESMATNE TREATED WOOD SILL PLATM THE ADDI70K DRIFT CAUSED BY COMPRESM OF 1HE WOOD SILL PLATE MUST BE CMSIDEIED. TABLE-3. HARDY PANEL LOAD TABLES Cl 811 x 3.5" x 3.5" x 12 GA PANELS MODEL HEIGHT LENGTH H=-DOWN ALLO- WABLE SHEAR v DRIFT AT MAX, $HEAR ALLO- WABLE W ON HEADER ADDITI- ONAL VERTICAL LOAD P ALLO- WABLE UPLIFT TOP PLATE CONNECTN W/1/03' WOOD MAXIMUM WALL WEIGHT WIND -PERPENDICULAR TO WALO MAX. ALLOWABLE BASIC WIND SPEED 0 EXP, B 0 EXP. 0 EXP, D NUMBER (IN) (IN) BOLT LDS. IN LB/FT ON POST LBS-2 LDS. SCREW (pst) i Ce=00 Ce=1.06 '0=139 HF78-18 78 18 7/'8* DIAM. 2850 0,115 15t000 15,333 10 is 130 130 130 HF78-18 78 18 1 1/8' DIAM, 47-09 0,191 ---- 15.000 25,333 16 18 130 130 130 HF818 92,25 18 7/81 DIAM. 2410 0,161 15,000 15,333 10 15 130 130 ISO W818 92.25 18 1 1/8* DIAM. 3982 0265 15o000 25,333 14 15 130 130 130 HF918 104.25 18 7/8* %410. 2132 0.205 151000 15,333 8 12 130 130 110 HF918 104.25 18 1 1/8' DIAM. 3523 0.339 ---- 15,000 25,333 12 .12 130 120 110 HF1018 116.25 18 7/8* DIAM, 1912 0.255 15,000 15,333 8 12 130 130 110 W1018 116.25 18 1 1/8" DIAM, 3159 0.421 15,000 L 25,333 12 12 130 120 110 FOR Sk 1 INCH = 25.4 MIA I BF 4.448 n 1 LBF/FT - 14.5939 Klm 1 FSF = 47-88 Pa 1 MPH 1.61 Km/HR 1 PSI 6.89 kPa 1. ALLOWABLE SHEAR V FOR ONE AND TWO STORY CONSTRUCTION. 2. LOAD P INDICATES ADDITIONAL LOAD ON TOP OF PANEL 3. WIND SPEC BASED ON Cq--1.2 AND BUOING HEIGHT LESS THAN 40 FEET. FOR OTHER Ce AND Cq MEFFMTS0 SUMBWAL ANALYSIS 6 RE RED. V P 4. CONNECTIONS APPLY TO WOOD WRH A SPECIFIC GRW17Y OF 0.50 OR OWTER. 5. THE I/ro x r LONG VOOD SCRLVS ARE FORMED FROM ASI 1022 STEEL., ME 5.1. THE ALLOWABLE LOAD FOR WOW 70 METAL IS 300 POUNDS COMPLYING WITH HE'S OR IWD ES ER-#5268 OR EQUAL BY ENMEER OF RECM. 6. WOOD SILL PLATE, WHEN USED, MUST BE RVAIWE-:TREATED DO. (W FIR. 7. FOR Wismic zoNE 3 & 4 LOCATIONS. WAIL WEIGHT CANNOT EXCEED THE TABULATM VALUES. HARDY PANELS & W7 AT WXIMUM SITAR IS CUUIATED, BIAS ON EIAM KQUffWNTS WITH WAI W78-18, HF818, INSTAIMON Ulft.-Eum SUPPom HF918 & HF1018 9. WHEN A HARDY FMK OR A 18-fNCH KVW PANEL IS INSTALI-ED ON PRESMATIVE TREATED WOOD SILL PtAlBs, THE ADW04AL DW CAUSED BY COMPRESSION OF THE WOOD SILL PLATE MUST BE CONSWERIED. HARDY TRAME MATERIALS STM.- COMM4MTS ARE FORMED FROM ASTM A 653 85 GRADE 50 STEEL. ALL THIS SEC110N IS THE COPY OF THE IC80 APPROVAL PCB'-5342, ON SEPTEMBER 1, EL00TS HAVE A HOT -DIPPED GALVANIZED FLASH. 1999 FOR THE HARDY PRODUCTS. BOLTS-. ANCHOR BOLTS AND LAG 800S SHALL OOMPLY WITH ASTM A-307. 7HREADED RODS AND PIATE WASHERS SHALL COMPLY WITH ASTM A-36. THE. DETAIL DRAWINGS MCLUDED IN THE ICBO APPROVAL ARE SHM MS: ��� CONCRETE: NORMAL -WEIGHT CONCRETE MUST HAVE A MINIMUM 2,500 PSI THE FOLLOWING: ITEMS CON"I'UTE THE HARDY PRODUCTS: �07.2 MIPA COMPFMVE STRENM AT 2DAYS, CONCRETE MAlmALS LASTHARDY FRAME UK! Y AN SECTION 11903 OF 7HE CODL HARDY 18 INCH PANEL HARDY FRAME SCREWS (HIS} THE: HARDY FRAME IS A KLDED-. BRACED FRAM,, FORMED FROM UG14T GAUGE, INSTALLATION COLD -FORMED STEEL, 1K 18-INCH HARDY PANEL IS A ONE-PECE C-CHANNEL, FORMED FROM LIGHT GAUGE* COLD FORMED STEEL, INTENDED TO REPLACE THE SHEAR WALLS IN WOOD- OR STEEL -FRAME CONS7RUCTION, THE SYSTEM RESIM FABRICA701 SHALL CONFORM TO SEC710N 11.1.2 OF THE NM VER11CAL GRAVITY LOADS, WrRE SIMULTANEOUSLY RESISTING IN- KANE OR PENETRATtON INTO MAIN MOMM SMALL COMPLY VWTH SECTION 11-3.3 OF IIHE OUT -OF -PLANE LATERAL LOADS, RESULTING FROM WIND OR EARMAKE. NDS. SPACING* EDGE DISTANCE, AND END DISTANCE SHALL CONFORM TO SEC71ON 11.4.1 OF 7HE NDS. HARDY FRAMES & 18-INCH HARDY PANELS ARE LOCATED IN IN WOOR STM-FRAMED HARDY FRAME WALLS Kr*M THE SOLE PLATE AND TOP PLATES. THE FRAMES AND PANELS ARE CONNECTED TO CONCRETE FOUNDATIONS V07H ANCHM THAT ARE POSIRM IN THE CONMTE USING MPLATES. THE FRAMES AND PANELS ARE SECURED TO THE HARDY FRAME IS A NO. 14 GAGE [0.0747 INCH (1-9 MM)l ROLL-FWM. THE EMI BOLTS, USING NUTS OVER PLATE WASOS. AFTER THE TUO& 3.5 INCHES (89 MM SQUARE, WITH AN INTMCMT WIM SEAM ON 114ANCE OF THE WALL IS CONSTRUCTED, INE FRAMES AND PANELS ARE CNNECTED THE `TUBE JOINT. INTRZATE VERTICAL STUDS SPACED 16 INCHES (406 MM) TO THE TOP PLATES USING FAVIENERS IN ACMANCE WITH TAME 1. ON CENTER MAY BE WELDED OR MECHANICALLY FASTENED TO THE DIAOMAL BE AND TOP AND BOTTOM PLATES, AND SERVE AS ATTACHMENT FOR DMOR OR PROVISMS ARE INCLUDED FOR ATTACHING "KW STUDS TO THE SIDES INTERIOR LATHING, PANELING OR DRYWALL APPLICATION. INTERMEDIATE VER- OF THE HARDY PRODUCTS *11ERE NECESSARY. FOR INSPECTION OF BOLT AND NUT, TICAL STUDS ARE DESIGNED FOR 7HE WIND SPEED CAPACITY OF THE HARDY AN ROSKC71ON HOLE IS PROVIDED AT THE DIAGONAL SIDE, AND THE B NUT FRAML ONE 7/8--INCH-DIAMETER (22 MM) HOLE IS PROVIDED IN THE MIDDLE- INSTALLA710N ACCESS IS ON THE INSIDE OF 7HE FRAME MEN THE 8 NUT ST OLT7 ) THIRD OF 7HE STUD, AND 7WO 5/8-�-INCH-DIAMETER (15.9 MM) HOLES ARE ALSO ACCESS CUTOUT IS ON THE OUTSIDE, THE "KING" STUD SHOULD NOT BE -NSTALLED ALONG THE STUD. HOLES MUST BE SPACED A MAXIMUM OF 12 IN04ES UNTIL THE INSPEC701 HAS BEEN COMPLETED. PROVIDED -nMm)� APART. AVAILABLE SIZES ARE NOTED IN TABLE I FOR THE HARDY ME fwLL-FORMED TUBE FRAMES. SEE DETAIL 6/S-4 FOR ADDITIONAL FOR TWO- AND TWM-STORY WOW FRAMED STRUCtURES, THE HARDY PRODUCTS MAY INFORMATION. BE EITHER STAGGERED OR VERTICALLY ALIGNED WITH FRAMES AT OTHER LEVELS. 801H INSTALLATIONS REQUIRE MUM 4-"-THICK (102 MM LUMBER BELOW THE FRAMES, THE LUMBER IS PREDRILLIED TO RECEIVE THRE - RODS AT THE VERTICAL BOUNDARIES OF THE FRAME. VERTICALLY ALIGNED FRAMES OR PANELS HARDY 18 INGH FIANEL ARE PLACED DIFECTLY OVER FRAMES IN THE LOWER STORY ON THE SOLE PLATE, AND ARE CONWCTED TO THE LOWER FRAME OR PANEL USING THE THREADED RODS AND PLATE WASHERS. STAGGED INSTALLAMONS REQURE ONE END OF THE UPPER THE, 1.8-INCH HARDY PANEL CONSIS7S OF NO. 12 GAGE [0.1046 INCH �7 FRAME OR PANEL TO BE ALIGNED WITH ONE END OF THE LOWER FRAME OR PANEL I MM TOP AND BOTTOM TRAMS WE= TO A NO. 12 GAGE 0.1046 " (17 MMIL, THE HARDY PRODUCTS ARE CONNECTED AT M END IN THE SAME MANNER AS C_ 3.5-INCH-WIDE-SY-118-11NCH-IDEEP (89 MM BY 457 ONE PIECE "CHA CONNECTED TO NO, 14 ECE VER11CALLY ALIGNED FRAMES. UNALIGNED ENDS ARE TEED IN GAGE STEEL MS, WHICH IN 1URN EXTEND DOWN TO THE FOUNDA71ON DESMEIED IN DETAIL 5/H-4.. AVAH:ABLE SIZES ARE TANGLE 3 FOR THE 18-INCH PANEL AND ARE ANCHORED TO IT. THE BASE OF THE FRAME OR PANEL BETWEEN THE TUBES IS INN ATTACHED THROUGH THE SOLE PLATE INTO THE LUMBER DIM USING THE HARDY FRAME SCREWS (HFS) OR USING THE SIMPSON SIRONG-DRIVE S SERAWOOD SCIIEWS DESCRIBED IN EVALUAIM REPORT ER-5268. HARDY POSTS DETAILS 6/H-4 & VH-4 DESK THE HARDY FRAMIESio THE 18-4404 HARDY HARDY POSTS ARE FABRICATED FROM No. 14 GAGE [0.0747 INCH (1.9 MM)] PANELS, AND PRESENTS INSTALLAMON DETAILS. ROLL -FORMED TUBE. THE POST IS AVAILABLE TO TRANSFER VERTICAL LOADS ONLY. COLUMN LOADS FOR REODGNIZED HEIGHTS ARE SHOWN IN TABLE 1. DETAILS FOR THE HARDY POST IS SHOW IN DETAIL 1/H-4. DESIGN ALLOWABLE LOAM ARE DESCRIBED 114 TABLES 1-5. FOR EAR7HQUAKE LOAD, R = 4.4 MAXNM, AND =(%2 MAXPAUM. WHM HARDY FRAMES OR HARDYHARDY FRAME SCREW (HFS): PANELS ARE PLACED IN WALLS AND COM804ED WITH OTHER SHEAR-RESISTING SYSlUSs, APPLIED *LOADS SHALL BE PROPOR110M BASED ON RELATIVE DESMIP110N. THE HARDY FRAME WOOD SCREW IS AN ALTERNATE TO WOW SCREWS STIFFNEM. USED IN LATERAL LOAD APPLICA110NS SPECIFIED IN THE CODE. THE SCREW FOR APPLICATOS WITH HARRY FRAMES ANCHORED TO CONCRETE,. THE MAXIMUM IS MANUFACTURED FROM AISC 1022 STEEL. (SAE GRADES) WTH A FINISH COAT DRIFT SHALL BE D INES G (D x G), WHERE D IS THE "DRIFT AT MAXIMUM OF ZINC AND DICHROMATE. THE DIAMETERS 1/4 INCH (6.4 MM o THE HEX NEAR" VALUE FROM THE CORKVIONDING HARDY FRAME LOAD TAB, AND G IS WASHER IS 414 INCH (9.5 MM) (38 ACROSS HEX FLATS AND 9/16 MM (14 MM) 7HE SHEAR M01DULUS FROM* TESTING: 0 = 2.25 FOR le HARDY PANELS ACROSS THE WASHER, AND SCREW LENGTHS RANGE FROM 1.5 TO 6.0 WM G = 1.00 FOR 07HER HARDY FRAMES TO 152 M[M). ALLOWABLE WOOD SCREW DES04 VALUES: DESIGN IS GOVMED BY THE CODE FOR APPLICATIONS IMTH HARDY FRAMES ANCHORED TO A WOOD BASF, SUCH AS A AND THE -REMSED 1991- -EDITION OF AND, THE SUPPLEMENT TO, THE ANSI PF&A SILL PLA7F, T14E MAXIMUM DRIFT SHALL BE THE SUM OF THE DEFLECTION DUE op 70 WOOD COMPRIESSM FROM T14E DESIGN LATERAL LOAD, THE DEFLECTION DUE NATIONAL DESIGN SPEC*lCA7MS FOR WOOD CONSTRUCAON (NIDS) AS A OM TO WOOD MOIS CONTENT IRMKAGF, AND THE FRAME LIFT 0 x 0, WHERE 0 13Y REFERENCE IN DIVISION 91, PART 1, CHAPTER 23s OF THE CODE, IS THE *DFUFT AT MAXIMUM SHEAR" FROM THE CORRESPONDING HARDY FRAME LOAD ALLOWABLE LATERAL DESIGN VALUES FOR WOOD -TO -METAL AND WOOD -TO -WOOD CONNECTIONS ARE SPECIFIEDIN TABLES 7 AND 8. ALLOWABLE LATERAL DESIGN TABL& AND 0 IS THE SHEAR MODULUS. VALUES ARE BASED ON BENDING YF.JD STRENGTH OF 219,000 P$I (1.5 IPA). FOR DESIGN LOADS THAT ARE LESS THAN 114E ALLOWABLE SHEAR, DRIFT IS ALLOWABLE WITHDRAWAL VALUES ARE DETERMINED IN ACCORDANCE WWII SEC: 11.3.5 OF NOS. DEI UM AS FOLLOWS. DRIFT= D x (DIESM LOAD) / (ALLOWAKE SHEAR) THE MAXIMUM DFdFT IS DRIFT x G. IDENTIFICATION THE FRAMES AND POSTS ARE IDENTIFIER BY LABELS BEARING THE MANUFAC7URERtS NAME (W"ED STRUCTURAL SYSTEMS} AND ADDRESS, THE PRODUCT NAME AND MODEL NLAABM (HARDY FRAME xxxx OR 18 INCH HARDY PANEL), THE EVALUATION REPORT DUMBER (ICB0 ES PFC-5342); THE FABRICATOR'S NAME (INDUSTRIAL STRUCTURES, NM7H STAR COMPANY, INC. OR MORGAN SHEET METAL, INC.�, AND THE NAME OF THE CON7M AGENCY (RAWTECH LABORATORIES). THE. HARDY- FRAME SO" IS IDMWILD: WITH THE PRODUCT NAME, THE MANUFAC-k- TURF R'S NAME (HARDY INDS7TOES AND ADDRESS, AND THE EVALUATION UREPORT NUMBER (FC-�5342), 7W HEAD � EACH Sa" SEARS THE MARK "HFS' AND THE LEN. lCB0 APPROVAL EVIDENM SUBMITTED; FMiB: MFORTS OF STATIC AND CYCLIC LOAD TESTS; STRUCTURAL CALCULA- 70oft INSTALLATION INSTRUCTIONS AND DETALS, AND A QUALITY CONTROL MANUAL SCREWS: DATA IN ACIDORDANCE Wilh THMCBO ES ACCEPTANCE CR17MA FOR WOOD SCREW$ (AC f20), DAZED DULY 1997, FINDINGS THAT THE HARDY FRAME, THE 18-INCH HARDY PANEL, AND HARDY FRAME WNTLoSC"( IN THIS REPORT COMPLY WITH THE 1997 m $L"CT TO THE FOLLOMNO CONDINONS: * FRAME 'SIZES, DIMENSIONS AND INSTALLATION ARE AS SET FORTH IN THIS REPORT. * ALLOWAME LOADS COMPLY WITH THIS REPORT. * CALCULAIMS JUSTIFYING THAT APPLIED LOADS COMPLY VAIH THIS REPORT ARE SUBMITTED TO THE BUILDING OFFICIAL FOR . APPROVAL. CALCULATIONS AND DETAILS FOR CONNECTION OF THE HARDY PRODUCTS TO STEEL CONSTRUCTION MUST BE SUWTIED TO THE BUILDING OFFICIAL FOR APPROVAL FOR STEEL. FRAM44G APPLICATION USE THE TABLES 4 & 5 FOR ALLOWABLE SHEAR, VERTICAL LOAD AND CONNECTIONS. THE HARDY FRAME AND THE HARDY 18 INCH PANEL ARE FABRICATED BY THE FABRICATORS AS DESCFOBED Ellift. * INDUSTRIAL S7RU0URES, 250 WEST STANLEY AVE., SUITE B VEN7M, CA 93007 * MORGAN SHEET METAL.,, INC., 12100 KNOTT AVE. GARDEN GROVE, CA 92841-2= * NORTH STAR COMPANY, INC,* 14912 S. BROADWAY GARDENA, CA 90248 VAIH QUALITY CONTROL INSPECRONS BY RAMTECH LABORATORIES (NER-OA293). THIS REPORT IS SUMCT TO RE --EXAMINATION IN TWO YEAR$. w 0 z 0 I­p­ .J (L 0 0. 0 w 0 HARDY Sh cq 1* PO to ozi m No- lC80 #PFC-5342 HARDY FRAME AT UPPER FLOOR 1/4*x 3" LONG WOOD SCREWS PER SCHEDULE BY ENGINEER OF RECORD TO CHECK SIMPSON A35F EA SIDE PER PLAN (1080 *5313) BY ENGINEER OF RECORD TO CHECK 1/4'x 3' LONG WOOD SCREWS PER SCHEDULE BY ENGINEER OF RECORD TO CHECK DETAIL (7T� H-3 M EXTEND 3'-0' PAST SIDE OF FRAME AND SIDE OF POST. ENGINEER OF RECORD TO CHECK HARDY FRAMES.- 2-STORY- OFFSET STAGGERED STUDS @ 16' 0,0. 2X BLK'G 0 4.'-00 O.C. (MIN.) BY ENGINEER OF RECORD TO CHECK FLOOR SHEETING MANUFACTURER TRUSS OR ROOF RAFTER ROOF SHEETING SIMPSON A35F: EA SIDE PER PLAN (1080 #5313) BY ENGINEER OF RECORD TO CHECK CONT, DOUBLE TOP PLATE 1/4'x 3" LONG WOOD SCREWS PER SCHEDULE BY ENGINEER OF RECORD HARDY FRAME TO CHECK DETAIL UJ of SEE NOTE FOR SCREWS 7/8# ALL -THREAD PSON LTP4 W/NUT & WASHER EQUAL PER PLAN 4X SOLID BLOCK RIM BY ENGINEER OF RECORD kM BETWEEN FRAMES SEE NOTE FOR SCREWS I ENGINEER OF RECORD TE: BOLTS REQUIRED UNLESS NNECTING TO FRAME ABOVE ENDS, �E NOTE FOR, SCREWS STUDS @ 16' O.C. 4.'x 10' ANCHOR BOLTS 'OUT WASHERS W/1/2"x 3"x PLATE WASHER SEE EMBED SCHEDULE ROOF OR FLOOR SHEATHING SEE NOTE FOR SCREWS 2-2xCONT, TOP PLATE WN \-BEAM BY ENGIINJEER OF RECORD CONNECTION BY ENGINEER OF RECORD POST EA, END BY ENGINEER OF RECORE .4 3/45( 10" ANCHOR BOLTS W/CUT WASHERS POST TIEDOWN BY ENGINEER OF RECORD ................. ...... • • .... . . ....... ................ ........... .. ................ 7/� 7/WROD H-2 W/ W/l/2"x 3"x 3' PLATE WASHER NOTE FOR SCREWS 1/4�'0 x 3" WOOD SCREWS PER SCHEDULE ENGINEER OF RECORD TO CHECK SILL PLATENAILING 2x STUDS 16" 0,0. BY ENGINEER OF RECORD SILL PLATE NAILING 7/8' ALL -THREAD BY ENGINEER OF RECORD" W1 PLATE WASHER BY ENGINEER OP RECORD SIMPSON LTP4 PER PLAN SEE NOTE FOR SCREWS BY ENGINEER OF RECORD SIMPSON LPT4 PER PLAN ENGINEER OF RECORD TO CHECK CONNECTION By KING STUD T ENGINEER OF RECORD 4A 244 MIN, REBAR TOP BOTTOM, EXTENMST SIDE OF FRAME AND SIDE OF POST PER ENGINEER OF RECORD 2x SOLID RIM BY' ENGINEER OF RECORD TO CHECK CONT. DOUBLTOP PLAA HARDY FRAME BELOW — ____---WALL FRAMING ABOVE NAILS DETAIL �H-3 FN Of LZ > 244 MIN. REBAR AT TOP & BOTTOM, EX PAST SIDE OF FRAME AND SIDE OF POST PER ENGINEER OF RECORD SIMPSON A35F EA SIDE PER PLAN (1080 #5313) BY ENGINEER OF RECORD TO CHECK 1/4*x 3' LONG WOOD SCREWS PER SCHEDULE BY ENGINEER OF RECORD TO CHECK SEE NOTE FOR SCREWS 7/8" ROD W/l/2'x 3'x T' PLATE WASHER 9.225t OAPAOITY 2-STORY- OFFSET STAGGERED HARDY FRAME ABOVE 1/4"x 3' LONG WOOD SCREWS PER SCHEDULE BY ENGINEER OF RECORD TO CHECK ... SIMPSON A35F EA SIDE PER PLAN (I0130 t5313) BY ENGINEER OF RECORD TO CHECK 4X SOLID RIM BY ENGINEER RECORD FLOOR SHEETING TO CHECK 2X BLK'G W-O" O.C. (MIN.) BY ENGINEER OF RECORD TOCHECK CONT. DOUBLE TOP PLATE WALL FRAMING BELOW DETAIL �H-3� M W L > 2-2x TOP I SEE NOTE FOR SCREWS SIMPSON OR EQUJ (IGBO #IN 7/8" ALL -THREAD W/ PLATE WASHER BY ENGINEER OF RECORD TRANSFER BEAM BY ENGINEER OF RECORD SLIDE 4 llol12lj THICK WASHEI FOR UPLIFT HARDY POST BOLTS 7/8" ALLTHRE) w/1/2"x 3"x *2 PLATE WASHE EMBED. SCHED 1�H13-) ORV-H-3-) UttFtN I U, A I ANCHOR BOLT AS REQUIRED 46 HARDY FRAM ES 2-STORY STAG'GERED A /A I x 3m ON WOOD SCREWS SCHEDULE BY ENGINEER RECORD TO CHEEK STUDS 0 16' O.C. Ix 3" LONG WOOD SCREWS SCHEDULE BY ENGINEER RECORD- TO CHECK I' ALL -THREAD W/NUTS VASHERS, SIZE BY ENGINEER RECORD TO CHECK RIM BETWEEN FRAME EXTEND PAST THE UPPER FRAME TYP, x 3' LONG WOOD SCREWS t SCHEDULE BY ENGINEER RECORD TO CHECK rb BOLTS REQUIRED UNLESS NNECTING TO FRAME ABOVE ENDS, STUDS 0 16" O.C. R BOLTS VANCHO CUT WASHERS 3*ALLTH-READ ROD 1/2"x 3*x W ATE WASHER SEE [BED SCHEDULE ui uj Lu f> C P & BOTTOM REBARS EXTEN, 3'-0' PAST EACH SIDE FRAME, ENGINEER OF RECORD TO DESIG l3a FOR OVERTURNING MOMENTS, LAJ z W z 14 z V) z 0 Llw W Eft 40 i-IEET: 3 ICBO #PFC-5342 JN 0 5__.. - 2x FILLER /I I 4 SDS SCREWS le HARDY SDS SCREWS FROM FRAME PANEL TO TOP PLATES LTP4 LTP4 AT EA SIDE OF POST TO HEADER "14 SDS SCREWS FROM FROM PANEL TO KING STUD & POST Or) _4x POST o 2x KING STUD A 1 "0 HOLD DOWN ANCHOR FRAMES WITH 111*0 HOLD DOWN ANCHOR BOLTS ARE SET ON CONCRETE FOUNDATION OR USE FOR DRY -PACK 18" HARDY 16d NAILS PANEL KING STUD TO HEADER ST6224 4 SCREWS. 576224 SEE 3/H-4 0 18 HARDY PANELS AT GARAGE DOOR SCREWS FROM PANEL TO HEADER 2x FILLER LTP4 AT EA SIDE OF 0 POST TO HEADER 4 3* LONG SCREWS FROM PANEL TO POST (TYP) 4x POST (USE 2x, 3x OR 4x, DEPENDING ON SPACE AVAILABLE) o ,PB44 1�"'�--_.,t 1t `0 HOLD flOWN ANCHOR 1 FRAMES WITH 111"0 HOLD DOWN ANCHOR BOLTS ARE SET ON CONCRETE FOUNDATION OR USE FOR DRY -PACK 18 HARDY PANELS AT GARAGE DOOR CONTINUOUS 18" HARDY PLATES PANEL LTP4,� . 4 SDS SCREWS FRAME TO END STUD OR POST LPT4 FROM POST TO 0 BOTTOM PLATE EA SIDE TREATED D. F. PLATE 17"0 HOLD-DOWN ANCHOR BOLTS FRAMES WITH 17'10 HOLD DOWN ANCHOR BOLTS ARE SET ON TREATED D.F. PLATE. N 0 FOR UPLIFT GREATER THAN 10,000 LBS, L 1 jPLACE THE FRAME ON CONCRETE OR 4 DRY -PACK. SEE DETAILS 8-H2 & 12-H2,. CONTINUOUS 18 HARDYJ PLATES PANEL GARAGE I � I 0 HEADER bit ST6224 WITH 1 0-#1 Ox3leO TEK SELF TAPPING SCREWS INTO FRAME, 14-16d TO HEADER AT EA END ON FACE OF FRAME 3i Lao. 4 SCREWS FRAME TO END STUD OR POST LPT4 FROM POST TO BOTTOM PLATE AT - EA SIDE F TREATED D.. PIA 17-0 HOLD-DOWN ANCHOR BOLTS FRAMES WITH 17#0 HOLD DOWN ANCHOR BOLTS ARE SET ON TREATED D.F., PLATE. N 0 T E FOR UPLIFT GREATER THAN I OsOOO LI3Sf PLACE THE FRAME ON CONCRETE OR 3 DRY -PACK. SEE DETAILS 8-H2 & 12-H2. 2-2x OR 4x POST LTP4 AT I OF POST 11170 H.D. CRUSHING PLATE 4 3" LONG SCREWS PER SCHEDULE 48" HARDY FRAME Li 8 1 TOA AT RnTW 4ZIfWlq (TYP) "or PLATES ow--- (327 64" & 80" FRAMES ARE SIN JrO SHEAR BOLTS TREATED SCREW KING STUD TO FRAME WITH #10414" TEK SREWS, SELF -TAPPING, MIN 4 SCREWS --,,17'00 N.D. BOLTS le HARDY LTP4 EA END PANEL /EA SIDE 4x OR 2-2x W/4 SDS SCREWS LTP4 EA END EA SIDE 18" PANELS WITH 111*0 H.D. ARE D.F. PLATE SL7 ON CONCRETE FDUNDkTION DIAG. FRAMES (32 8" PANELS W17*0 H.D. ARE INSTALL 4x OR 2-2x NEXT TO PANEL & 80 ) ARE SET ON TREATED SET ON TREATED D.F. PLATE AND SECURE WITH 4-SDS SCREWS AT D.F. PLATE FA END, AND LPT4*S FROM POSTS 0 T E TO PLATES. FOR UPLIFT GREATER THAN 10,000 LBS, FOR DRY -PACK— W2 PLACE THE FRAME ON CONCRETE OR DRY -PACK. SEE DETAALS 8-H2 12-H2. 48 HARDY FRAME & 18 HARDY PANEL r2 3 1/2: C x ONE STORY BUILDING L J s max. SECTION P—o zv 3 5/81, x 120A. T2QA (ONE PIECE] 7/8*"0 HOLES 0 2"-0" O.C. FROM, BOTTOM FOR ELECTRICAL ACCESS 18*x 3 1/2*x 3/411 WASHE-H PLATE EACH WE OPTIONA 4*x3l2'*xl6" THICK WASHER PLATE EA SIDE TYP, A SEAMS 9/32#0 HOLES FOR 1/4"0 wow Sam (BOTH SIDES) 3v '0 HOLE 1/4* WEEP HOLES 16x�AYP.T$RDY 5/10SLOT Pos 1 TYP. OF (2)t TOP & BOTT, L L 1 5 3/4' TYP. H84 THRU H134 H - 4 35'45'04 GA L6. TUBE SECTION 6* 64 L 1 le/161 WG> PLAN VIEW AT BASE HARDY- PANELS r6NN 7/8"0 OR 1-1/8"0 ANCHOR 'k 44 U: UJ 9/32" HOLES PER SCHEDtJLC\\ 1 3/42 --- TYP, WORKING POI 1/4* *1 1/4" 1/4' 1/4'1x 140A. /16* > 3 1/2-*x 1 1/2*x 22GA. STUDS SPACED EQUALLY 3 1/2! 1 1/2' as- -12* 1 x 14GA-. 3 1/2' 1/16• 12"-12,k \$EAM$ U/1 > 7/8" HOLES "4116 0 21-01, O.C. a 1/2* x 140A, FROM BOTT 14GAO COVER PLATE EA; -SIDE ✓ T P, AL 8 MS 2 2# I/i6l' Typ' 4'x 3 1/2x 3/40 1/16 TOP BOTT, WASHER PLATE EACH SOX >k CL. 5/8. (SEE DETAIL) 1/4' V4" 4 VAMS /4' 13/16' x 2* SLOT 1/4" WEEP HOLY x 2' SLOT TYP. BOTH DES 1 3/4 TYP. OF TOP & BOTT. TYP. A L 1 1/2' Li 13/164 PLAN VIEW AT 13ASE HARDY FRAMES 3.5"x3.5"x14 GA TUBE SECTION LZ Lj 0 0 o) j CIO 0 z Q U. 0- j M -cc > <L CL cl- < 0 Z 0 0 Ld z 0 cl V) V) gas Li E WS - HARDY ,BEET: lCB0 #PFC-5342 J UN 0 5 2o"