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HomeMy WebLinkAbout10146556.pdfELEGTRIGAL ALL WORK `,?HALL BE IN FULL AGGORPANGE WITH ALL CODES, RULES AND REGULATIONS OF GOVERNING A6ENCIE5 AND SHALL COMPLY WITH THE REQUIREMENTS OF THE 5ERVINCo POWER AND TELEPHONE COMPANIES. THE CONTRACTOR SHALL VERIFY AVAILABILITY OF SERVICES AND DETERMINE ACTUAL DETAILS PERTAINING TO EXACT LOCATIONS AND REQUIREMENT5, CONTRACTOR SHALL NOTIFY POWER AND TELEPHONE SERVING UTILITY COMPANIES OF THE ESTIMATED DATE WHEN 5ERVIGE SHALL BE DESIRED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE 511,16,1_E LINE DIA6RAM, PANEL SCHEDULES AND LOAD CALCULATIONS FOR ELECTRICAL SYSTEMS. PROVIDE &.F.C.I. AT EXTERIOR OUTLETS LOCATED IN BATHS AND AS NOTED ELSEWHERE IN KITCHEN. OUTLETS IN WALLS e KITCHEN COUNTERS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE !S MOP, THAN 24" FROM A RECEPTACLE MEASURED HORIZONTALLY FORM ONE OUTLET TO ANOTHER. ISLAND $ PENINSULAR COUNTER TOPS REQUIRE AT LEAST ONE RECEPTACLE FOR EACH FOUR FEET OF COUNTER TOP WHERE THE GOUNTER TOP 15 12" WIDE. ELECTRIGAL OUTLETS IN HABITABLE ROOMS SHALL BE 5PA6ED 50 THAT NO POINT ALONG THE WALL 15 MORE THAN 51X FEET HORIZONTALLY FROM AN OUTLET IN THAT WALL, INCLUDING ANY WALL OF TWO FEET OR MORE, MAJOR OPENING. RECEPTACLES IN KITCHEN AND BATHROOMS SHALL BE INSTALLED ABOVE WORKTOP, EXCEPT TH05E REQUIRED AT SPECIFIC LOCATIONS FOR APPLIANCES. RECEPTACLES OTHER THAN NOTED ABOVE SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FLOOR, UNLESS CALLED OUT OTHFRN15E ON THE PLANS. WALL SWITGHE5 TO BE 42" ABOVE THE FLOOR. ALL RECEPTACLES SHALL BE &ROUNDED TYPE INSTALL EXTERIOR LIGHT FIXTURES AT 84" ABOVE FINISHED FLOOR (AT SIDES AND REAR) OR ABOVE HEADER. INSTALL DECORATIVE LIGHTS AT yb" ABOVE FINISHED FLOOR AT ENTRY DOORS AND OTHER FRONT ELEVATION LOCATIONS. WALL SWITGHE5 CONNECTED TO DUPLEX OUTLETS SHALL OPERATE TOP RECEPTACLE ONLY ON EACH OUTLET, OUTLET FOR MIGROWAVE OVEN TO BE ON SEPARATE CIRCUIT. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE WEATHER PROOF. PLUM51N4 AND MEGHANIGAL ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF &OVERNIN& A6ENGIE5. WATER LINES UNDER SLABS SHALL BE TYPE `L' COPPER, ABOVE 5LAB5 SHALL BE TYPE 'M'. WATER CL05ET5 SHALL HAVE MIN. 50" SIDE 4 24" FRONT CLEARANCE. LOW FLOW TOILET (1.6 GAL./FLUSH), 5HOWER HEAD (2.5 6PM) 4 FAUCET (2.2 GPM) SHALL BE INSTALLED. DWELLING SHALL PROVIDE MINIMUM HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF -10' F AT A POINTE OF 3 FEET ABOVE THE FLOOR IN ALL HABITABLE ROOMS FAU COMPARTMENTS SHALL BE 12" WIDER THAN THE FAU WITH MINIMUM 3" CLEARANCE AT SIDES, BACK AND TOP AND 6" IN FRONT. GIRCULATIN6 AIR SUPPLY OPENING AND DUCTS SHALL BE MINIMUM 200 5OUARE INCHES OR MINIMUM 2 SQUARE INCHES PER 1000 BTUH WITH HALF IN THE UPPER 12" OF THE COMPARTMENT AND HALF NOT MORE THAN THE 12" ABOVE THE 13A5E OF THE FAU. SEPARATE DUCTS TO OUTSIDE AIR OR VENTILATED ATTIC AND LOWER COMBUSTION AIR SUPPLY. VENT EXHAUST THROUGH ROOF. PROVIDE A PRESSURE -TEMPERATURE RELIEF VALVE FOR WATER HEATERS WITH A GRAVITY DRAIN TO THE OUTSIDE TERMINATING 6" ABOVE GRADE POINTING DOWN. PROVIDE COMBUSTION AIR TO WATER HEATER COMPARTMENTS IN ACCORDANCE WITH THE REQUIREMENTS FOR FAW5 EXCEPT MINIMUM OF ONE SQUARE INCH PER 1000 BTUH AND 100 SQUARE INCH. VENT EXHAUST THROUGH ROOF. FAU'S OR W.H. 5 INSTALLED IN GARA6E5 SHALL BE ON MINIMUM 15" H16H PLATFORMS. PROVIDE LATERAL SEISMIC STRAP AT TOP 4 BOTTOM OF WATER HEATER, WATER HEATER TO HAVE EXTERNAL BLANKET R-12 OR GREATER, HOT WATER INLET AND OUTLET PIPE IN51JLATED EXTERNALLY WRAPPED WITH R-3 OR GREATER (FIRST FIVE FEET IN UNCONDITIONED SPACE). ALL EXHAUST FAN SYSTEMS SHALL BE PROVIDED WITH BACK DRAFT DAMPERS INCLUDING RANGE HOOD EXHAUST FAN. TUBS AND SHOWERS 50 HAVE SHALL ID CONNECTION L L ON WATTE, OVERFLOW AND TRAP. PROVIDE PERMANENT TYPE BAGKFLOW PREVENTER AT ALL H05E 51555. GALVANIZED OR PVC, HATER PIPE SHALL NOT BE USED IN ANY CASE, USE CAST IRON WASTE LINES FROM SECOND FLOOR TO &ROUND FLOOR. AB5 4 PVC, INSTALLATIONS ARE LIMITED TO RESIDENTIAL CONSTRUCTION NOT MORE THAN TWO 5TORIE5 IN HE16HT PER UPC 5EC.'101.1. USE 6A5T IRON THROUGHOUT. BREAK ALL VENT PIPES BEHIND MAIN RIDGE WHERE POSSIBLE. FINISHES ALL LATH 4 PLASTERIN6 SHALL CONFORM TO CHAPTER 25, PROVIDE STUCCO BASE SCREED PER UBC SEC. 2506.5 SHOWER WALL5 OVER BATH TUB5 SHALL BE OF APPROVED NONA65ORBENT WATERPROOF MATERIAL TO A MIN. HEIGHT OF 51X FEET ABOVE THE FLOOR, WAIN5GOT SHALL AL50 EXTEND A FULL_ 4" BEYOND THE FACE OF THE SHOWER PAN. SEE PLANS FOR MATERIAL AND EXACT HEIGHT. TUB5 AND 5HOWER5 WITH TILE FIN15HE-5 SHALL BE SET IN MORTAR BED OVER METAL LATH. ALL EXPOSED 6YP. BOARD SHALL HAVE METAL EDGES. NAIL 5/8" GYP. BOARD WITH 6d COOLER NAILS, 4 1/2" GYP. BOARD WITH 5d COOLER NAILS e MIN, 7" O.C. EDGES AND FIELD. (UBC TABLE 25-H AND TABLE 25-0). ALL 6YP. BOARD AND CORNER BEAD NAILING TO BE INSPECTED AND APPROVED PRIOR TO TAPING. G.I. FLASH AND CAULK WOOD BEAM 4 OUTLOOKER FRAMING PROJEGTION5 0 EXTERIOR WALLS OR ROOF 5URFACE5. DRYWALL: DRYWALL NAILING SHALL BE PER UBC 5EG, 2511, 2504, 2512 AND 2513 SHALL BE INSPECTED PRIOR TO TAPING AND 5PACKLIN6. INTERIOR WALL5 SHALL BE COVERED WITH ONE LAYER GYPSUM WALL. BOARD, NAILED DIRECTLY TO STUDS AND JOISTS, WITH ALL SEAMS TAPED AND FILLED FLUSH WITH APPROVED JOINT COMPOUND IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. ALL NAIL - HEADS SHALL BE DIMPLED AND SPACKLED FLUSH WITH COMPOUND. CEILIN65, EXCEPT FOR ENAMELED SURFACES, SHALL BE TEXTURED PER FIN. SCHEDULE. WHERE INDICATED ON PLANS, AT ALL DIVISION WALLS AND CEILIN&5, INSTALL ONE LAYER OF 5/8" TYPE 'X' GYPSUM WALL BOARD. PROVIDE I -LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD to ALL ENCLOSED USEABLE SPACE BELOW STAIRS, AND ALL SURFACES ON THE INTERIOR SIDE OF ALL LAUNDRY CHUTES, DUMBWAITERS AND ELEVATOR SHAFTS. DOORS 4 AINDOAS ALL 6LA55 4 6LAZIN6 TO CONFORM TO UBC CHAPTER 24 4 26. ALL SLIDING 6LA55 DOORS SHALL CONFORM TO UBC SEC. 2406.4(2). PROVIDE TEMPERED &LA55 IN THE FOLLOWIN6 HAZARDOUS LOCATIONS PER UBC 5E0. 240&A. GLAZING IN ISJ6RE55 AND E&RE55 DOORS EXCEPT JALOUSIES. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS OTHER THAN WARDROBE DOORS. &LAZING IN STORM DOORS 6LAZIN& IN ALL UNFRAMED 5WIN61N& DOORS GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, 5AUNA5, STEAM ROOMS, BATHTUBS AND SHOWER5, &LAZING IN ANY PORTION OF WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN 60" ABOVE A STANDING SURFACE AND DRAIN INLET, GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXP05ED E06E OF THE GLAZING 15 WITHIN A 24" ARC, OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED P051TION AND WHERE THE BOTTOM VERTICAL EDGE OF THE GLAZING 15 LE55 THAN 60" ABOVE THE WALKING SURFACE. SLAZIN& IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN q 50. FT.. EXPOSED 130TTOM ED6E LESS THAN 18" ABOVE THE FLOOR, EXP05ED TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. ONE OR MORE WALKIN& SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING. GLAZING IN RAILIN65 RE&ARDLE55 OF HEIGHT ABOVE WALKIN6 SURFACE. SAFETY 6LAZIN6 15 REOUIRED AT WARDROBE DOOR, wf MIRRORS. UBC. SEC. 2406.5 ALL ESCAPE OR RESCUE WINDOWS FROM 5LEEPIN6 ROOMS BELOW FOURTH FLOOR SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.1 50. FEET MN. NET CLEAR HEIGHT DIMEN51ON SHALL BE 24 INGHE5, WINDOWS PROVIDED A5 A MEANS OF ESCAPE OR RESCUE SHALL HAVE A FINISHED SILL HEI&HT NOT MORE THAN 44 INCHES ABOVE THE FLOOR, WINDOW MANUFACTURERS AND WINDOW INSTALLERS SHALL VERITY THAT THESE REQUIREMENTS ARE MET, UBG SEC. 310.4. LIGHT AND VENTILATION LIGHT AND VENTILATION SHALL COMPLY WITH UBG SECTION 1203. 6UE5T ROOMS AND HABITABLE ROOMS WITHIN A DWELLIN6 UNIT SHALL BE PROVIDED WITH NATURAL Li&HT BY MEANS OF EXTERIOR GLAZED OPENINGS WITH AN AREA NOT LE55 THAN ONE TENTH OF THE FLOOR AREA, WITH A MINIMUM OF TEN 50UARE FEET KITCHENS IN GROUP R OCCUPANCIES MAY BE PROVIDED WITH ARTIFICIAL LIGHT. &UE5T ROOMS AND HABITABLE ROOMS WITHIN A DWELLING UNIT SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR OPENING WITH AN AREA OF NOT LE55 THAN ONE TWENTIETH OF THE FLOOR AREA WITH A MINIMUM OF 5 5OUARE FEET, BATHROOMS, WATER GLO5ET COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR ROOMS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR OPENING WITH AN AREA NOT LE55 THAN ONE TWENTIETH OF THE FLOOR AREA OF SUCH ROOMS WITH A MINIMUM OF 1 1/2 5OUARE FEET, IN LIEU OF REQUIRED EXTERIOR OPENINGS A MECHANICAL VENTILATING SYSTEM CONNECTED DIRECTLY TO THE OUTSIDE MAY BE PROVIDED CAPABLE OF PROVIDIN6 FIVE AIR CHANGES PER HOUR. SILL SOLTIN& A. INTERIOR NONBEARIN& WALL5, "RAMSET" 1/4" VIA. SHOT PINS 1.6.13.0. # I63q OR APPROVED EQUAL w/ MIN. 1-1/2" EMBED, INTO GONG, ® 36" O.G. MAX. w/ 5" MIN. 4 q" MAX. FROM ENDS OF PLATE. SEE FOUNDATION PLAN FOR LOCATIONS. B. INTERIOR BEARING HALLS; "RA 4" LL MSET" I! DIA, SHOT PINS I.G.B4O. # 16311 OR APPROVED EQUAL w/ MIN. 1-1/2" EMBED. INTO GONG, ® 24" O.G. MAX. wf 5" MIN. 4 q" MAX. FROM ENDS OF PLATE. SEE FOUNDATION PLAN FOR LOCATIONS, G. EXTERIOR WALLS, 5/V' DIA. ANCHOR BOLTS W MIN. V EMBED. INTO FOOTING o 6'-0" O.C., MAXIMUM EXCEPT AS NOTED ON FOUNDATION PLAN, MAX, 12" FROM CORNERS AND DOORS. SEE FOUNDATION PLAN FOR SPAGIN& @ SHEAR WALLS. LI&HT;,4E16HT CONCRETE SHALL COMPLY WITH CONDITIONS OF I.G.B.O. RESEARGH REPORT #1351 OR #2g40 OR OTHER I.G.B.O. APPROVAL, ELECTRICAL GROUND: EXTEND ONE REINFORCING BAR UP 18" ABOVE CONCRETE AT ELECTRICAL PANEL LOCATION, MIN. LENGTH 20 FT. (UFER GROUND PER N.E.C, ARTICLE 250-81(6) 4 250-cW. SHEET METAL PROVIDE 26 6A. CORROSION RE515TANT FLA5HIN6 AND COUNTER FLASHING AT ALL ROOF AND WALL INTERSECTIONS. PROVIDE G.I. DIVERTER5 AT ALL EXT. DOORWAYS, PROVIDE 26 6A. &.I. WEEP SCREED AS REQUIRED BY UBG 2506.5, ALL PENETRATIONS THROUGH ONE HOUR FIRE RATED PARTITIONS SHALL BE MADE WITH NOT LE55 THAN 26 &A. 6.1. METAL SEALED AT ED&E5. PROVIDE MIN. 26 6A. 6ALV, IRON VALLEY FLASHING OVER ONE LAYER OF 15# FELT PER UBC 5E6. 1508 4 15014. THE CENTER OF ANY PLA5HIN& FOR THROUGH ROOF VENTS, AND ALL ELECTRICAL SERVICE CONNECTIONS 5HALL NOT BE LE55 THAN 12" FROM ANY VALLEY FLA5HIN6, FR00111 N6 RAFTER TIES SHALL BE IMMEDIATELY ABOVE CEILING JOISTS 0 48" O.G. WHERE CEILING JOI5T5 ARE NOT PROVIDE PARALLEL TO RAFTERS. ES PERPENDICULAR L E TIES FEND AR L TO CEILING JOISTS o HIP 4 DUTCH &ABLE ROOFS. BUILT-UP ROOF... 2.12 OR GREATER-300# CRUSHED ROCK PER 50., 3-15# A.5. FELT. HOT MOPPED, OVER 5/6" T 4 6 EXT. 6RADE PLYWOOD (32/I(o) 5HV6. 15-6 LE55 THAN 2: 12..300# CRUSHED ROCK PER SO., 3-15# A.S. FELT, HOT MOPPED OVER 5/8" T$6 EXT. &RAPE PLYWOOD (32.16) 5HT'6. (OR PER ROOF PLAN) PER TABLE 15-E, TABLE 15-F AND 15-6 USE CONT. 26 61-\. 6.1. GRAVEL STOP WITH A 12" MIN. LAP IN FULL MASTIC,. CONC. TILE ROOF ALL TILES TO HAVE A MIN. 3" HEAD LAP OVER I X 2 STRIPS OVER 1/2" EXT. GRADE PLYWOOD (32/16) SHAG. NAILS TO BE 10d COPPER GALVANIZED, OR STAINLESS STEEL, RIDGE 4 HIP TILES TO BE SECURELY FASTEN WITH 14 6A. COPRO51ON RE515TANT WIRE LACED THROUGH HOLES AND SECURELY ANCHORED TO NAIL HEADS. ALL CONDITIONS OF INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS PER UBG STANDARD 15-5 AND TABLE 15-D-1 AND TABLE 15-0-2. 6ENEtRAL ALL MATERIALS 4 WORKMANSHIP SHALL CONFORM TO THE 2001 EDITION OF THE CALIFORNIA BUILDIN& GORE $ ANY OTHER REGULATORY AGENCIES WHIGH HAVE AUTHORITY OVER ANY PORTION OF THE WORK. THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS $ SITE CONDITIONS BEFORE STARTING WORK, DOMIN6UEZ OF51ONS SHALL BE NOTIFIED OF ANY DISCREPANCY BEFORE PROCEEDING WITH THE WORK, DIMENSIONS ON DRAWIN65 SHALL TAKE PRECEDENCE OVER SCALE 5HOWN, TYP. DETAILS $ GENERAL NOTES ARE MIN. REQUIREMENT5 TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. DO NOT SCALE DRAWIN65. NOTES 4 DETAILS ON DRAWIN65 SHALL TAKE PRECEDENCE OVER GENERAL NOTES 4 TYP. DETAILS. WHERE NO DETAILS ARE 5HOWN CONTRACTORS SHALL CONFIRM WITH OOMIN&UEZ DE516N5 WHAT 15 TO BE USED. GONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER S.F. PROVIDE ADEQUATE SHORING $ OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED PF516N 5TREN6TH. PROVIDE TEMPORARY TOILET ON J013 SITE PRIOR TO START OF CONSTRUCTION, THE CONSTRUCTION DOCUMENTS 4 SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF 601,15TRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE 5TRUGTURE5 DURING CONSTRUCTION. 5UGH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRAGIN&, 5HORIN6 FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC, OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. THE PROJECT OWNER SHALL EMPLOY THE ENGINEER OR ARGHITECT RESPONSIBLE FOR THE STRUCTURAL DE516N OR THE PERSON DESIGNATED BY THEM TO PERFORM VISUAL STRUCTURAL OBSERVATION OF CONSTRUCTION FOR ALL PHASES OF THE PROJECT. PER UBG SECTION 1-702. GONGRETE ALL CONCRETE AND GROUT SHALL CONFORM WITH UBC, CHAPTER Iq. FOOTING TRENCHES AND STEEL REINFORGIN6 SHALL BE EXAMINED AND CERTIFIED IN WRITING BY THE PROJECT 6ECLO610AL ENGINEER PRIOR TO INSPECTION BY SUILDIN& OFFICIAL AND PLACEMENT OF CONCRETE TYPE V CEMENT 15 REOUIRED AT SOILS WITH MEDIUM AND HIGH SULFATE CONTENT PER UBC SECTION N04. CONCRETE 5TREN6TH SHALL NOT BE LESS THAN 2500 P.5.1. QUALITY MIXING, PLACEMENT AND CURING OF CONCRETE SHALL CONFORM WITH UBC SECTION 1,104. ALL STEEL REINFORGIN6 ANCHOR BOLTS, DOWELS 4 OTHER INSERTS SHALL BE SECURED INTO P051TION BEFORE FOUNDATION I1,15PECTION AND PLACEMENT OF CONCRETE PER UBG. ALL REINFORCIN& STEEL SHALL BE INTERMEDIATE GRADE TO A.5.T.M.(A-615-40). WELDING OF REINFORCING STEEL SHALL CONFORM TO AW5 P12-1 U51N6 PROPER LOW-HYDR06EN ELECTRODES. REINFOROIN& BARS MARKED CONT. SHALL BE SPLICED WITH A MIN. LAP OF 40 DIA, IN MA50NRY 4 30 DIA. IN GONGRETE UNLESS OTHERN5E NOTED. FRAMING ALL WOOD PRODUGTS SHALL BE PER UBG CHAPTER 23 ALL LUMBER SHALL BE DOU6LAS FIR -LARCH UN4E55 OTHERWISE SPECIFIED, LUMBER SHALL CONFORM TO UBG STANDARDS 23-1, 23-2, 23-3 4 23-4 ALL STRUCTURAL LUMBER SHALL BE &RAPED IN ACCORDANCE WITH "GRADING 4 DRE551N& RULE #116 OF THE WEST COAST LUMBERMAN'S ASSOCIATION". MINIMUM NAi IN6 R 1 NT A L EQU REME 5 SHALL COMPLY MPLY WTH CODE TABLE 2311-5-I. HOLES FOR BOLTS SHALL BE BORED WJ A IT I 2" O B !3 T 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE STANDARD GUT WASHER5 UNDER HEAD AND U. A O A N NUT. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER, DRYWALL, ETC. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOU&LAS FIR. EXPOSED PLYWOOD SHALL BE EXTERIOR GRADE 4 SHALL BE BONDED W/ EXTERIOR OR INTERMEDIATE GLUE. PROVIDE I X b LET -IN BRAGS a APPROXIMATELY 45 DEGREES EVERY 25 LINEAL FT. OF WALLS NOT 5HEATHED 4 a ALL GORNER5. BRACE SHALL RUN CONT. FROM TOP PLATES TO SILL PLATE. 5UBLFOOR SHALL BE 5/8" "T$6" UNDERLAYMENT GRADE PLYWOOD (32/16) GLUED AND NAILED WITH RING SHANK NAILS UNLESS OTHERWISE NOTED. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARDS P5 1-83. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE AME G RI AN P LY WOOD ASSOCIATION, ALL PLYWOOD SHALL BE CLASSIFIED AS EXPOSURE 11, FOR PLYWOOD THICKNESS, &RADE5 AND SPAN RATINGS (PANEL IDENTIFICATION INDEXES) SEE PLAN. GLUED- LAMINATED BEAMS SHALL BE MARKED AN51 AITG STANDARD Al2a0-1 PROVIDE FIELD INSPECTOR WITH APPROVED "CERTIFICATION OF INSPECTION" FOR 6LUED- LAMINATED BEAMS. SMOKE V!TMGTOR SMOKE DETECTORS SHALL BE INSTALLED PER UBG 5EG. 310,q. PROVIDE AND INSTALL 110V APPROVED SMOKE DETECTOR5 WITH BATTERY BACKUP IN EACH 5LEEPIN6 ROOM AND AT A POINT CENTRALLY LOCATED IN THE AREA GIVING AGCE55 TO EACH SEPARATE 5LEEPIN6 AREA, N DWELLING UNITS THAT HAVE MORE THAN ONE STORY, SMOKE DETECTORS SHALL BE INSTALLED ON EACH STORY AND IN THE BASEMENT. THE SMOKE DETECTOR MUST BE IN CLOSE PROXIMITY OF A 5TAIRWELL. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDIN6 HIRIN& WHEN SUCH WIRING 15 SERVED FORM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SI&NAL WHEN THE BATTERY 15 LOW. NIRIN6 5HALL BE PERMANENT AND WITHOUT A 066ONNE6TIN6 SWITCH OTHER THAN TH05E THAT ARE REQUIRED FOR OVERGURRENT INSPECTION. SMOKE DETEGTOR5 MAY BE SOLELY BATTERY OPERATED WHEN INSTALLED IN EXISTING, BUILDIN65 OR IN BUILDIN&S WITHOUT COMMERCIAL POWER OR IN BUILDINGS WHIGH UNDER60 ALTERATIONS, REPAiR5 OR ADDITIONS REGULATED BY 5EG. 310.,1.1.2, it /r' /► ` ' GOVERNING AUTHORITY COUNTY OF ORANGE, GA GOVERNINC7 GORE 2001 G.B.G., 2001 G.P,G., 2001 G.M.G., 2001 C.E.G. OGGUPANGY GROUP R3/U1 G0N5TRJGTI0N TYPE VN AI..1.. COUNTY OF ORANGE 4 STATE OF CALIFORNIA ADOPTED AMENDMENTS _ C3Y�tNER Efrain 4 Erika 151a5 2222 E. 6rovemont St. Santa And, Ca g2105 114-5lb-g133 J05 APPRE55 2222 E. Grovemont St. Santa Ana, Ca g2-105 114-516-g133 LEC7AL PESGRIPTION LOT # 6 TRACT # 214bq CITY OF SANTA ANA, GA COUNTY OP ORANGE A.P.N. 3016-212-06 SUMMARY TABLE EX. SITE AREA: 1,246.16 SO. FT: EX. BUILDING FOOTPRINT 15515 50. FT. EX. SITE COVERAGE: 21% EX. SITE AREA, 1,24&% 50. FT. NEW BUILDIN6 FOOTPRINT 21M SO. FT. NEW 517E COVERAGE, 50% IMOOTAaM NOTE EXISTING LIVING AREA+ #Iqb 50. FT. TOTAL. EXIST. LIVING AREA, IIgb 50. FT. NEW ADDITIONS ggl 50. FT. NEN TOTAL LIVING AREA: 21801 50. FT. EX15TING GARAGE 560 50. FT. PERMIT TYPE., ELECT PLBG CH GRADING PE IMIT � C C' up CONSTR. R. �`°�`P 1 /0 CIL G.3 ` r 0Ip a EX. PROPERTY LINE " FLC)r, v%= ---__-__•----__---_------------- `t2 ©i,)I? �`���bl� i�E DTI- �" - ---•-i YES CO) I EX. GREEN AND I AND56APE 1� j 1 t E I i �� �U i AREA OF PROP ED 1 NEN ADDITION I 0 1 ll .__ €} I 0 if I � I I - I 14 j� fj f! EXISTING ONE -STONY I SINGLE-FAMILY f f ,I - ._- if I iI f, 1 I ! i I l ii i I EX. C�ARACaE EXIST GREEN AND LANDSCAPE t __�YLJJrrr. i' if l i I ID ! it 1 < m i I t I I Q EX. PROPERTY LINE z L--i2.00' EX. 510BA AL.K AND PARKWAY l fit-/ Ofi OVEMONT ST. EX. GONG, CAPB AND GUTTER EXIST. GONG. DRIVEWAY 51TE NOTES SEPARATE PERMIT 15 REQUIRED FOR EACH BUILDING OR STRUCTURE, FENCE WALL5, RETAINING WALLS 4 INDOOR/OUTDOOR POOLS 4 SPAS. TEMPORARY IN6RE55/E6RE55, 5TOCKPILIN& OF MATERIALS, LANDSCAPING, DRIVE APPROACHES AND/OR UTILITY INSTALLATION WITHIN PUBLIC RIGHT OF NAY REOUIRES AN ENCROACHMENT PERMIT FROM COUNTY PROPERTY PERMITS DIVISION. PROVIDE HOUSE STREET NUMBER VISIBLE 4 LEGIBLE FROM STREET, NUMBERS SHALL BE OF NON-COMBUSTIBLE MATERIALS IN SPECIAL FIRE PROTECTION AREAS. FOOTIN65 AT TREE LOCATIONS MUST BE BOARD FORMED TO ELIMINATE BOIL OVER, AND ALL EXTRANEOUS CONCRETE MUST BE REMOVED FROM THE PROJECT SITE INVMX o1- SHEETS 1 COVER SHEET/SITE PLAN 2 FLOOR PLAN/araSTRIC-AL PLAN 3 EXTERIOR ELE/ATMS 4 ROOF PLAN 5 FRAMING W--MONS DI ARCHITECTURAL VETAIL5 F1 FOUNDATION PLAN R1 5TRUOT. ROOF PLAN 51 STRUGT. DETAIL5 5N 51RUGT. NOTM R� I ranir)g Departmeant Re Department e (LKPUblic,, Works Agency El Grading Permit County of OrwigeHealth Department Cali 11 �;�r,4001 104ifriul 0 1�m 2"RfJ05 A1;VR Mr. 4 Mr5. Efroln 151a5 2222 E. Grovemont Santa Ana, GA '12'705 "7 {4-5Ib-�1733 Ana f' �I G 11�TY MAP R -' w: t14)>t- st'a �A 3x1j� @x.:,, :s , 1 --•{ o DATE 0-t-2q-04 APPROVED: 12/IC,/04 REVISIONS I BLDG DEPT Sae CROW<,>" mks r Is set of ial s and s ecIIN atl In innu �t I ob I a e >3 a s s 8Jpi,sa��s o-� &t r1 � 13 s 1 It r I ' n alb hrIII tF re1tl 6rs�is6 l it rI$1 t he oity of Santa Ana. acceptance of t° la and #4I ��t as S A c OT a hold t permit roar be, all 1� NOW �34 the ��1 $a I rl l provisions of ANY It rdi'16al� a �r ��� L. ACCepted S IT OF Ski,,lT a AN Date Issued, /41 SYMBOLS SYM. DESCRIPTION DUPLEX OUTLET O.F.I. DUPLEX OUTLET GROUND FAULT INTERRUPTER w.P.a. DUPLEX WATERPROOF OUTLET DUPLEX HALF HOOT OUTLET 220V. DUPLEX 220 VOLT OUTLET ® FLOOR OUTLET PHONE JACK 0 DUPLEX FLOOR OUTLET -{� 6ARA6E DOOR OPENER BUTTON —� KEY PAD OPERATED DOOR OPENER JUNCTION BOX THERM05TAT CONTROL FUEL GAS TELEPHONE JACK —[� TELEVISION JACK P.B. --o DOOR. BELL BUTTON EXHAUST FAN (5) AIR CHAN6E5 PER HOUR MIN. KEY FOR FUEL 6A5 HOSE BIBS TO BE RECESSED INTO WALL "ETAL CAN 4 DOOR PROVIDE ANTI -SIPHON DEVICE HOSE BIBS WISHUT-OFF VALVE TO BE REC£55ED INTO WALL WtMETAL CAN d DOOR PROVIDE ANTI -SIPHON DEVICE • S.D. M RD. SMOKE DETECTOR, HARD WIRE IIOV) WIBATTERY BACK UP HEAT DETECTOR, HARD WIRE (1100 W EIATTERY BACK UP • • CHIMES 4} 5146LE POLE 5WITCH 4�3 THREE WAY WITCH ffi4 FOUR WAY SWITCH iDRD DIMMER 5WIT61-1 .S.D. � TO EXIST. LT 4 SW. M..EGTR I CAL. FLAN NOTES WIRE FOR BURGULAR ALARM SYSTEM WIRE FOR INTERCOM SYSTEM WIRE FOR STEREO 4 TV SYSTEM PLUMB. FOR CENTRAL VACUUM SYSTEM PROVIDE SAFE. SEE OWNER FOR EXACT LOCATION NO ALUM. WIRIN6 A SEPERATE DEDICATED CIRCUIT 15 REQUIRED FOR EACH APPLIANCE ALL LIGHT LOCATIONS ARE APPROXIMATE 4 SHOULD BE VERIFIED W/ OWNER OR INTERIOR DE516NER TACK UP ALL OUTLETS 4 5HITCHE5 FOR OWNER OR INTERIOR DE516NER FOR APPROVAL PRIOR TO WIRIN6 ALL SWITCHES TO BE "DECORA" TYPE W/ MAT014IN6 OUTLETS DIMMER SWITCH LOCATIONS TO BE VERIFIED W OWNER OR INTERIOR DESIGNER PROVIDE LIGHTING SYSTEM: "LUTRON ELECTRONICS" '6RAFIK EYE' 4 'HOMEWOR.KS' PROVIDE TELEPHONEANTERCOM. SYSTEM. "AIRPHONE COMMUNICATIONS SYSTEM" MODEL #MYW-P56B, #MYW-CU, 4 #IE-2AD PROVIDE RADIANT FLOOR HEATIN6 SYSTEM IN MASTER BATH FLOOR. "INFLOOR HEATING SYSTEMS" SEE GENERAL NOTES SHEET FOR COMPLETE NOTES TO EXIST. � 5W. /r t-� .ELECTRICAL NOTES ! iRiVl\L 1-IL 1'-M, VriCJLL i Y LJ4Jh, ' lu' 8 TELEPHONE BOX LOCATION BREAKER PANEL -SEE OWNER FOR EXACT LOCATION ElMAIN SECURITY PANEL- SEE OWNER EXACT LOCATION 14"X-W FIBER OPTICS CABINET LOCATION 6A5 METER LOCATION -VERIFY W 5UB- CONTRACTOR aF.A.U. ON IS" HIGH MIN. PLATFORM. COMBUSTION AIR TO COME FROM OUTSIDE VENT THROUGH ROOF PROVIDE ELECT. NIGHT SET -BACK. SEE SHEET #5 FOR UNIT 51ZE 4 DETAIL. ❑F.A.U. IN ATTIC. COMBUSTION AIR TO COME FROM OUTSIDE. VENT THROUGH ROOF. SOLID WALK WAY NOT LESS THAN 24" IN WIDTH TO EXTEND FROM ATTIC ACGE55 TO F.A.U, CLEARANCE BETWEEN WOOD 4 FURNACE TO CONFORM TO TESTING AGENCY REQUIREMENTS ON LABEL. FRESH AIR COMBUSTION AIR SHALL BE SUPPLIED IN QUANTITY SUFFICIENT FOR FURNACE DEMAND, PROVIDE 30" MIN. WORKING SPACE IN FRONT OF FIREBOX. COMBUSTION AIR SUPPLIED FROM ATTIC SPACE SHALL BE VENTILATED BY FRESH AIR OPENINGS EQUAL TO REQUIRED SUPPLY. SEE EQUIPMENT SHEET FOR UNIT SIZE 4 REQUIREMENT5, A10 UNIT LOCATION. (PROVIDE POWER TO A/C UNIT) VERIFY w/ SUBCONTRACTOR FOR EXACT LOCATION, aWATER HEATER ON ib" HIGH MIN. PLATFORM W RECIRCULATION WATER PUMP. VENT THROUGH ROOF SEE SHEET #2-GENERAL NOTE-5 x X 13 PROVIDE POWER TO BAR-B-QUE AREA (WATER, GAS, 4 ELECT) l5 PLUMB. FOR SOFT WATER le DUCT CHASE IS DRYER VENT LOCATION 19 100 50, IN, 6.1. SCREENED BACK 4 LOUVERED VENT a TOP 4 BOTTOM FOR COMBUSTION AIR "INFLOOR" ELECTRIC RADIANT FLOOR HEATING 2 SYSTEM INSTALL UTILITIES PER MANUFACTUR- ER'S SPECS. R24 PROVIDE THERMOSTAT CONTROL a MASTER BATH FOR FLOOR RADIANT HEATING 5Y5TEM "WARM FLOORS CORPORATION" PHONE, (SOO) 542-41276 "WARM FLOORS" HYDRONIC HEATING MODULE 24"Hx24"WxWDP-48" OFF FLOOR. SOUND ISOLATED 4 WALL MOUNTED PROVIDE "WARM FLOORS" RADIANT HEATING SYSTEMS 1/2" POLYBUTYLENE PIPE (5/8" OW a MASTER BATH FLOOR ONLY PER MANUFAC- TURER`S 5PECIFICATIONS 2'-O"x213 6" VINYLPJAL 6 31-Olix5'-O" 5I46LE-HUN6 VINYL,DUAL 6L. {TEMP. (5L) 51NGLE-HUNG 1 m N ? -6°X6'-8ii 5.G. PKT. DR. MA. BA 0 RLP( TUB WARDROBE t 21-OIlxzV VINYL 5INOITHUN6 5 5 it i ti I 11 i #i 1 ti i II i II (\ Q 81-01'xV 1-511 3 -O x5 -O 3 -O x5 -O VINYL,DUAL GL. VINYL,DUAL 6L. VINYL,DUAL 5L. VINYL,DUAL 6L. 5L. GL. DR. SINGLE -HUNG SINGLE -HUNG SINGLE -HUNG — (TEMP. (GL) 411 - - —_ - dIT- 1� i H MA. BDRM _ EF EX. LIVING N 6 T 15,-O"x5I...o 51-/lViix!51-0" VINYL,DUAL (5L. VINYL,DUAL GL. SINGLE -HUNG 51N6LE-HUN6 X X L �,, Lu 5 v " 1 1�Ri- I-L.00R PLAN NOTIES 36" HIGH CABINET a KITCHEN, PANTRY, BAR t ' t 4 LAUNDRY. 34" HIGH CABINET @ BATHS. F2 LINEN CABINET ELECTRIC METER CABINET LOCATION f 4 5/&" TYPE 'X' GYP. BOARD O/ ALL 6ARA&E WALL5 TO ROOF 5HT'6, GEILIN6 AND BEAMS. U MA50NRY FIREPLACE W/ WOOD FRAME CHIMNEY ON STEEL ANCHOR PLATE IS" RAISED HEARTH TILE 5HOWER SIX FT ABV DRAIN R 30" 5G2UARE ATTIC ACCE55 R SHATTER PROOF SHOWER OR AND ENGL05URE (TEMP. 6L) mu PR.OVII� GONG. LANDING 361,50. MMIN. . 5 r► rr► r► . Visto, CA "' • i 4 EX. L I N I NO Mr. 4 Mrs, Efrain Islas 2222 E. Grovemont Santa Ana, GA a2-705 7I4-Slb-�i�i33 HALL. LIWI ND DATE 0-1-2,51--04 APPROVED. 12/IcI/04 REVISIONS I BLD6 DEPT No 9y IV SCALE 1/411= 11-0" SHEET ©f 10 5F 12 12 5 MATCH EX. MATCH EX. NEW 2X BARGE MATCH EXIST, 10 V-1 EXIST. ROOF LINE EXIST. 2X FASCIA BRV NEW -1/51, TYP - — - — - — - — - — - --- — - — - — - — - — - — - -- - — - — - — - — - — - — - — - — - — - — - — - — - — - — --------- FNISH_ 777 MATCH CM EXIST. 1z EXIST. TYP STUCCO FINISH RIC-vHT ELMVATION NEW 14"Xi8" LOUVERED ATTIC VENT 1 12 2 MATCH EX, MATCH EX. NEW 2X 5AR6E MATCH EXIST. 10 12 0-1 51 VERIFY EX. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW 1/5" TYP NEW SOLID WOOD ml, SURROUND 5nk-,rO FINISH MATCH EXIST. NEW G.I. METAL STUCCO WEEP SCREED LEFT ELM VATION DE EX NO AS ----------------- IVE EXTERIGR I I IN6 AS �J REWRED 03 10 1! HUH 11UH UHH ![Ili! lim! !Ii!!1�7 I _Fri -1 1 i 1 11 1 1! 1 . ..... .... . - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - NEW SOLID kqoor,> TRIM ___- _ .. __- _.-._-- j.__.___ SURROUND NEW G.I. METAL 5TI.4,00 WEEP 56REED EXIST. 2X FA501A BRV EXIST. TYP STUCCO FINISH NEW COMPO. 5HIN&LE ROOFING PER ROOF PLAN NOTE REAR EL MVATION NEW ROOF LINE J'A J _y --- ­­, ... ..... T, J _11L. Jr,_i_Lj,__,�_j_ J j, L,JL,i 7t 1� _tj EXIST. -R00F,_LJ Ne L LL_ L_ L-u_. IF L ,J iA. j 12� PAc�:;CjA - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - Lj NEW SOLID WOOD TRIM SURROUND, T cSJ SIM 5 1IOYINCSUEZ L"-►EB16NS ,�50 Arcodo Ave #5 Vi5to, CA c120a4 PH: ("760) OANEKAJOB Mr. t Mrs. Efrain Islas 2222 E. 6rovemont Santa Ana, CA c[2'705 114-516-cl-133 C�7 DATE 0-1-2cf-04 APPROVED: 12/ict/04 REVISIONS i BLD6 DEFT —t:L —15105,e JUTS NU. NEW -tle)" TYP EX. WLIV CX)RE I<__sTuGr,o FINISH FNTIZ 1' DR. SCALE 1/411= 11-011 MATCH EXIST. NEW SOLID WOOD —1/ - — - — -- - — - — - — TRt"BEAV-61IJ — - — - — - NEW G.I. METAL NEW SOLID HOOD EXIST. ROLL -UP SHEET Of 10 STUCCO WEEP SCREED FIXED SHUTTERS Now" SECTIONAL GARAGE DR, MATCH EXIST. t-YRONT ELEVATION MAIN ROOFING TO BE: "6AF PRODUCTS" TIMBERLINE SERIES (OR APPROVED EQUAL) OVER 3-LAYER5 OF I5# FELT PER MANUF. 5PEG'5 COLOR BLEND TO BE: ALL NEW BUILDIN6 AND ADDITIONS WITHIN THE SPECIAL FIRE PROTECTION AREAS SHALL HAVE A CLASS 'A' ROOF COVERING. ALL OTHER BUILDING ROOFING SHALL HAVE MINIMUM CLA55 'B'. O.G. ORDINANCE NO. 03-005 ROOF SHTC-v. NOTE ROOF 5HT6. TO BE 1/2" EXTERIOR CRAVE PLYWOOD (32/16) W 8d o 6" O.G. BOUNDARIES 8 PANEL ED6E5, ✓1 5d a 12" O.G. IN FIELD. U.N.O. NOTES THE UNINCORPORATED AREA OF THE COUNTY IS CONSIDERED TO BE A "SPECIAL WIND RE610N." ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. ALL FASTENERS TO RESIST WINO LOAD OF NOT LESS THAN 80 MPH O.C. BLD6. ORD. #386a SEE DETAIL: 15/D-12 ROOFING MANUFACTURER TO PROVIDE SAMPLES OF GOLOR5 AT JOB 51TE FOR OWNER AND D.C.A. APPROVAL PRIOR TO ORDERING OF MATERIALS. PROVIDE 6.1. METAL FLASHING AT ALL ROOF 8 WALL INTERSECTIONS. PROVIDE 6.1. METAL FLASHING AT ALL VALLEYS. SEE GENERAL NOTES 8 SPECIFICATIONS FOR ADDITIONAL FRAMING 4 MATERIALS NOTES. ALL RIDGE HEI6HT5 ARE TO TOP OF FINISH ROOFING MATERIALS. HATCHING INDICATES "CALIF." ROOF FRAMIN6, SHADED AREAS INDICATE INTERIOR BEARING WALLS, BEAMS OR FULL HT. SHEAR WALLS BELOW. PROVIDE 2x6 KICKERS FROM BEARIN6 POINTS 4 WALLS BELOW TO HIPS, VALLEYS 4 RIDGES ® 45 DE6. ANGLE MIN, 1;)0K 6Ur=Z t:)E516 lam? CANE V1J0E-5 , :;):;) r=59 Mr. 4 Mr5, Efrain 151a5 2222 E. 6rovemont Santa Ana, CA q2-705 114-516- 1153 DATE 0-1-24-04 APPROVED: I2/i 1/04 REVISIONS I BLD6 DEPT nPAWN RY! JD ti NO, 04-RP-ISIC152 SCALE 1/411= 1'-0" SHEET 14 of 10 T—lq%po%l,wl 1 Nw 1 16-01 IN & A.). F r R PAIN-MINSP SECTION l3 9�2 r-1 OOK SHT'6 NOTE 3/4" EXTERIOR C-AZAVE PLYWOOD FLOOR 544T'6,(46/24) GLUED K/ RIN65HANK NAILS 0 6" O.G. BOUNDARIES 4 PANEL EDGES 4 a 10" O.C. FIELD. FtOOr- SHT6. NOTE ROOF 5HT&, TO BE 142' EXTERIOR GRAPE PLYWOOD (32116) W ed 0 W O.C. BOUNDARIES 4 PANEL eV6155, 4 e0 o 121 O.C. IN FIELD. U.N.O. 12 MATCH EX, MATCH EX. 5 SECTION NOTES L USE "5IMP5014" HANGERS OR APPROVED EGUAL AT -JOISTS HANGING FROM BEAMS, AND AT ALL BEAM TO BEAM CONNECTIONS PER PLAN. 2. PROVIDE DOUBLE J015T5 BELOW NON-BEARINC? WALLS AND TRIPLE J0I5T5 MI -Oki BEARING WALLS U.N.O. ON PLANS. BOND MULTI-JO15TS WITH 2-166 R.S. NAILS a 24" O.C. ALTERNATE SIDES. SOLID BLOCK BELOW WALLS PERPEN- DICULAR TO JOISTS. 3. FIREBLOCK ALL DROPPED AND 5OFFITEP CEILINGS, TYPICAL. 4. PROVIDE RAFTER TIES as 4W O.C. IN LOWER 110 OF ATTIC SPACE WHERE OEMW-7 J015T5 ARE NOT PARALLEL TO ROOF RAFTERS. 5. ALL FRAMING HAP431JAIARE TO BE "SIMPSON 5TFZON& TIE INC." OR APPROVED EOUAL. ro. WHERE DBL. TOP PLATES ARE BROKEN OR INTERRUPTED PROVIDE MIN, 116' THK.x 1-1/2' WIDE METAL TIE STRAPS. LAP ALL TOP PLATE SPLICES MIN. 4'-0'. T. PROVIDE FIRE BLOCKING PER U.B.C. SECTION'705.2.1 5. PROVIDE DRAPT5TOP5 PER U.B.G. SECTION 14. PROVIDE BACKING AT ALL WALL HUNG AND L-01,11ER CABINETS. to. 2x 6TUD5 OVER 6'-0" LONG SUPPORTING RI PEES HIPS, VALLEYS OR PURLIW5 TO BE MIN. 2xb. It. PROVIDE G.I. METAL FLASHING AT ALL ROOF AND WALL INTERSECTIONS, AND VALLEYS. 12. REFER TO FRAMING PLANS FOR FRAMING MEMBER SIZES AND LOCATIONS. SECTION KP2"( NOTES 0 Cv PLYWOOD ROOF SHT. PER NOTE <3> EXIST 2x ROOF FRAMING 2x4 PREMANUF. TRU55E5 PER TRUSS PLANS 2x TRU55 E3LK'6 2-2x TOP PLATES R-30 INSULATION a ALL CEILINGS, TYP. 2x STUDS 0 16' O.C. MR STUD SIZE NOTE ON FRAMING PLAN R-15 INSULATION a ALL EXTERIOR WALLS, TYP. R-11 INSULATION @ ALL INTERIOR WALLS, TYP. <?> HEADER PER PLAN II 2x P.O. WINDOW SILL, TYP. 12 .2X P.T.D.F. MUDSILL <?> Pl-"(HD FLR 5HT6 OVER 2X PLR IST5 PER PLAN 14 BEAM PER PLAN CONCRETE HOUSE FOOTING PER PLAN Ib R-Id INSULATION c ALL FLOOR JOIST BAYS, TYP. ffim ----- ---------- - NE `4 BATH NEN BDRM NEN NEN MA BATH lvvv iI fmRAMIN67 SECTION �717!3� -1 =W&W Mr. $ Mr5. Efrain 151a5 2222 P. 6rovemont Santa Ana, CA q2705 '114-516-1155 DATE 0-1-2cl-04 APPROVED: 12/1cl/04 REVISIONS i f3LD0 DEPT JOB NO, 054:5-15laS2 SCALE 1/4"= V--O" SHEET 5 Of 10 DET-A-3 115IMP50NII A35 5FACIN6 a TOP PLATE, U.N.O. ON PLANS SHEAR HALL # PANEL ONE SIDE PANEL THO SIDES NONE 3211 O.G. ------- li 20" O.C. 10.5" O.C. 10 14" O.G. 1.0110. 11 111, O.C. 5-5" 12 51, O.C. 4.5" O.C. 13 1 11O.G. 47—, 6110.6. I" MAX. AT THREE AND EXTERIOR Fl PLYYW ROOF SHT67 ol TRU55155 MR PLAN "SIMPSON" A35 PER SCHEDULE I DBL. TOP PLATE SHEAR HALL PER P 2x STUDS 16" O.C. VOL. TOP PLATE SHEAR HALL PER PLAN 2x STUDS a 16" O.G. THRESHOLD C DOOR PET-0203A 111=11-11 RU55E5 PER PLAN "51MPSON" A35 PER SCHEDULE PET r] 5LAI3 PER PLAN SECTION 'A' ROOF TILE SETBACK ONE PIECE METAL PADDLE SOLDER ALL CORNERS AND JOINTS ELEVATION 2X FRAMED STUD HALL PER PLANS PLAN VIEW TO EDGE CRIMP 1/4" X 3" LAG BOLTS H/ HA5HFR5 LOCATED o EA. END OF STRAP TO STUD MIN. 2!'RIGID NON-COMBUSTIBLE SPACER UNLE95 HATER HEATER 15 APPROVED FOR A LESSER CLEARANCE FROM COME305TABLE5 �N R16112 HATER CONNECTOR5 NO FLUE PIPE BEYOND 6A. X 5/4" HIDE MIN. PERFORATED rEEL 5TRAF15 (BRAND IRONS). STRAPS 15 :) HAVE MAX 5/6" HOLES 4 SHALL BE ?GATED (b" TO 5" FROM TOP OF HATER CATER TANK CASE AND 4" MIN. A5V. \NK CONTROLS AT LOWER THIRD. �NTROI_5 N&LE CLIP EACH LEG EHCUI;ZELY TO DECK PLYND ROOF SHEATHING OVER 2X ROOF FRAMING PER PLAN COMP051TION ROOF SHINGLES OVER HEATHER PROOF BARRIER AND ROOF 5HT& GUTTER HITH DRIP EDCvE1FLA5HIWv AND COUNTER FLASH 2X FASCIA BOARD PER ELEV. IX2 REDWOOD STUCCO STOP EXTERIOR Wei" MIN.STUCCO FINISH OVER EXTERIOR GRAPE V BUILDING PAPER AND EXTERIOR GRADE PLYND 5HTC7 PER PLAN NOTE: INSTALL ROOF TILE AS PER MANUFACTUREF PUBLISHED INSTRUCTION. ROOF DEGK— FELT UNDERLAYMEN b" OVERLAP AT RID6 GRO55IN(3 FOR Fbt: GOVERAOE HIPS 511 2" MIN. HEAD LAF b" MIN END '5 G.R. METAL SID DRIP EDGE OVER FELT- -j_�+u. G.R. FLASHING N/ DRIP EDGE ROOFING NAIL, EAVE METAL f 3/8" OVERHANG AT EAVE UNDER FELT LOW. SLOPE 5:12 TO LE55 THAN 4:12 APPLICATION NOTES: 1. PER ROOF MANUFAGTURE SPEG I F I GATI ON5. 2. MINIMUM 2-LAYER OF ASTM 50# FELT 044 HRA NDN TRIM 5TU660 BITUTHIEN 2 x TRIM 5TIJOGO G.I. FLA5 WRAP BITUTHENE o/HFAD, JAMB, t 5ILL TO IN51DE FADE OF5TUD5 JAME3 HEAD V' DRYNA-L GA51N(5 PER PLAN HEADER PER PLAN DET-561A HEAD DRYWALL GA5INry PER DETAIL: HEADER PER PLAN EXTERIOR FINISH PER ELEVATIONS 6.1. METAL WEEP 5GREED FIN15H GRADE + IA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - ------- ----- -- ------- - - --------- __ - --------- -- - DET-5-2 �50 Arcadia Ave #50 Vista, CA 41:205.4 RIDGE GAP, APPLY PER MANUF. INSTRUGTIONS PH: ("760) GOMPO. 5HIN&LE ROOF, INSTALL PER MANUF, INSTRUGTION5 30# ROOF FELT OVER ELASTOMERIG UNDERLAYMENT 5 UNDERLAYMENT TO LAP RIDGE PRIOR TO RIDGE BOARD. ROOF 5HEATIN(5 PER 5TRUGTURAL GALG $ DVq65. ROOF FRAMING PER 5TRU6TUIf;ZAL GALG � PH65. PET-5-4 O?SNER/ 105 Al�I;)RESS Mr. $ Mm Efrain 151a5 2222 F. 6rovemont Santa Ana, CA q2-705 GOMPO. SHINGLE ROOF MATERIAL, INSTALL PER MANUF. IN5TRUGTIONS CORR OSION RESISTANT /VALLEY FLASHING WITH I STANDING SEAM AND 112 HEMMED EDGE. NOTE: 00 NOT PENETRATE FLASHING. 30# ROOF FELT OVER ELASTOMERIG UNDERLAYMENT UNDFRLAYMENT TO LAP VALLEY FLASHING. SEGURE VALLEY FLASHING WITH GLEAT5 AT 241, O.G. PROVIDE 36" HIDE GONTINUOUS SWEAT SHEET UNDER VALLEY PAN. ROOF 5HEATINCv PER STRUGTURAL GALL. 4 ON65, ROOF FRAMING PER STRUGTURAL GALG. � DN65. :2 DATE 01-2cf-04 DE7-131 APPROVED: 12/lcl/04 REVISIONS BLD6 DEPT 2x STUDS alb" O.C. INTERIOR FINISH 2x P.T.D.F. 5ILL vq/ ANCHOR BOLT PER FOUNDATION PLAN v41 MIN. T' EMBED. INTO FTC. CONCRETE SLAB PER FOUNDATION PLAN DRAWN BY: JD JOB NO, SCALE AS NOTED SHEET of 10 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ** SUMMARY SHEET ** Proiect: Mr. & Mrs. Efrain Islas Zone: 8 2222 E. Grovemont Santa Ana, Ca. Room Addition/Remodel Walt Insulation R-13 in All New Construction Ceiling Insulation: R-30 in All New Construction Raised Floor Insulation: NIA Slab Edge Insulation: None Glazing Type: All New glass is DUAL PANE. {See Notes} Shading Devices: No shading devices required. Hard Surface Flooring: None Required Minimum Furnace AFUE: 80% AFUE For New Furnace Minimum Heating Capacity: Whole House - 44,639 Btu/Hr Minimum A1C SEER: 10.0 SEER A/C Tonnage: Whole House - 5.0 Tons (Min.Sens.= 27,377 Btu/Hr) Duct Insulation: R-4.2 (Duct Leakage Test IS NOT Required) Note(s): 1) All new windows and glass doors will have vinyl, woad or fiberglass frames with clear glass default values. (Low E glass is optional) 2) A new HVAC system and water heater will be installed for the entire house. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title.......... ISLAS-�EXISTING -+ ADD.-^-�_�_--Date..10/06/04 14:05:36 -MICROPAS6 -v6.01--File-ISLSEXAD-Wth-CTZ08S92 Program -FORM CF-1R User#-MP1751 User-Aero Energy Run-ISLAS - EXISTING 4- ADD. FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation -------- (sf) Factor SHGC ----- ------ Shading Shading Fins Window Left (W) ------ 6.0 0.600 0.650 --------------- Standard -------------- Standard ------ None Window Back (N) 5.0 0.600 0,650 Standard Standard. None Window Back (N) 15.0 0.600 0.650 Standard Standard None Window Tuck (N) 15.0 0.600 0.650 Standard Standard None Window Back (N) 15.0 0.600 0.650 Standard Standard None Window Back (N) 15.0 0.600 0.650 Standard Standard None Door Back. (N) 53.4 0.550 0.650 Standard Standard None Window Right (E) 16.0 1.280 0.800 Standard Standard None Window Right (E) 12,0 1.280 0.800 Standard Standard None Door Hight (2) 26.7 0.550 0.650 Standard Standard None SLABSURFACES - Area Slab Type (sf) - Standard Slab -- 1138 Standard Slab 991 HVAC SYSTEMS ------------ Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R-value -- ------- ------------ Leakage D Type Gas 0.780 AFUE n/a Attic ------- R-2.1 ------- ------ No No --------_-- Setback ACSplit 8.00 SEER No Attic R-2.1 No No Setback Gas 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER ,HEAT HEATING - SYSTEMS - Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System ----------------------- Factor (gal) R-value Storage Gas Standard -------------- 1 ------ .60 50 ---------- R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF--1R Project Tit.le.......... ISLAS - EXISTING + ADD. Date..10/06/04 14:05:36 IMICROPAS6 v6.01--File-ISLSEXAD�-Wth-CTZ08S92--Program-FORM CF-1R-=-=--__� User4-MP1751 User-Aero Energy Run-ISLAS - EXISTING + ADD. __---------------------------------------------_------_---------------------_---- 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 built in multiple orientations, any ,shading feature that is varied is indicated in the Special Features Modeling Assumptions section. Name.... MR. & MRS. ISLAS Name.... Terry Statum Company. OWNERS Company. Aero Energy Address. 2222 E. GROVEMONT Address. 12711 Newport Ave:, Suite G SANTA ANA, CA. 92705 Tustin, CA 92780 Phone... 714-516-9733 Phone... 714-505-4207 License Signed. , ,�-� Signed..7�!3 �y60 to (date) ENFORCEMENT AGENCY .-- 6 �- Name.... Agency.. Phone... Signed.. date EQUIPMENT SCHEDULE PROJECT : ISLAS RESIDENCE 2222 E. GROVEMONT SANTA ANA, CA, THOLE HOUSE HEATING: CARRIER. CO. FURNACE #58ZAV11522 93,000 BTU/HR OUTPUT, 80 . 0 a AFUE COOLING: CARRIER. CO. CONDENSER #38CRC060 10.0 SEER, 5.0 TONS WATER HEATER: .AMER.I CAN CO. #G6 2- 5 0 T 3 5- 3 N 50 GAL., .60 E.F. NOTE: ALL EQUIPMENT IS OR EQUAL NOTE: EQUIPMENT IS FOR BIDDING PURPOSES. FINAL EQUIPMENT SELECTION AND SIZING IS THE RESPONSIBILITY OF THE INSTALLING H . V , .A.. C . & PLUMBING CONTRACTORS. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-IR Project Title .......... -ISLAS - EXISTING + ADD, Date..10/06/04 14:05:36 Project Address........ 2222 E. GROVEMONT ******-____._____..___---..___ SANTA ANA, CA. 92705 *v6.01* I Documentation Author... Terry Statum Aero Energy 12711 Newport Ave, Suite G Plan -/_.date Tustin, CA 92780 714-505-4207 Fie C ec Date Climate Zone........... 08--------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -MICROPAS6 v6.01 File-ISLSEXAD Wth-CTZ08S92 Program -FORM CF--1R User#-MP1751 User-Aero Energy Run-ISLAS - EXISTING + ADD. GENERAL INFORMATION Conditioned Floor Area..... 2189 sf Building Type .............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 13 % of floor area Average Glazing U-factor... 0.65 Btu/hr-sf-F Average Glazing SHGC....... 0.66 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION Component -- Frame Cavity Sheathing - Total -- Assembly Type Type R-value R-value --- - R-value U-factor Location/Comments Wa11. n/a R-11R-n/a -R-11- -- 0.098 - ---`____ Front 2x4 Wall Gar. 2x4 Wall Left 2x4 Wall Right 2x4 Wall Wall n/a R-13 R-n/a R-13 0.088 Front 2x4 Wall Left 2x4 Wall. Back 2x4 Wall, Right 2x4 Wall Roof n/a R-19 R-n/a R--19 0.051 dented Attic Roof n/a R-30 R-n/a R-30 0.031 Vented Attic Door n/a R-0 R-n/a R-0 0.330 Front Door Right Door SlabEdge None R-0 R-0 F2=0.760 To Outside SlabEdge None R-0 R-0 F2=0.510 To Garage FENESTRATION ------------- Over- Area U_ Interior Exterior hand/ Orientation - - (sf) Factor SHGC Shading Shading Fins Window Front(S)-- 25.0 0.600 0.650 ^ Standard__--_ -_---_ Standard .None Window Front (S) 25.0 0.600 0.650 Standard Standard None Window Front (S) 6.0 0.600 0.650 Standard Standard None. Window Left (W) 20.0 0.600 0.650 Standard Standard Drone Window Left (W) 9.0 0,600 0.650 Standard Standard None Window Left (W) 20.0 0.600 0.650 Standard Standard Norge Planning & Building Agency Building Safety Division ENERGY CONSERVATION 20 Civic Center Plaza PLAN CHECK CONSULTANT P.O. Box (lvi-t9) Santa Ana,, CA 92702 QUALIFICATION STATEMENT C I 1 (714) 647-5800 www.santa-ana.org 110 3B. 11-01-02 Project Plan Check No: Project Address: Suite No.: THIS FORM IS TO BE COMPLETED BY A QUALIFIED ENERGY CONSULTANT OTHER THAN THE ENERGY DESIGNER DESCRIPTION DESIGNER ENFORCEMENT BUILDING ENVELOPE MEASURES 150(o): MINIMUM R-11 GEILING INSULATION 150(b): LOOSE FILL INSULATION MANUFAGTURER`S LABELED R-VALUE, 150(c): MINIMUM R-13 HALL INSULATION IN FRAMED WALLS (DOES NOT APPLY TO EXTERIOR MASS WALLS). 1500): MINIMUM R-13 RAISED FLOOR INSULATION IN FRAMED FLOORS: MINIMUM R-6 IN CONCRETE RAISED FLOORS 1r}0(1): SLAB EDGE INSULATION -HATER ABSORPTION RATE NO GREATER THAN 0.3%, WATER VAPOR TRANSMISSION RATE NO NIA GREATER THAN 2.0 PERM/INCH Ilb INSULATION SPECIFIED OR INSTALLED MEETS CALIFORNIA ENERGY QUALITY STANDARDS. INDICATE TYPE AND FORM 116-7: FENESTRATION PRODUCTS, EXTERIOR DOORS AND INFILTRATION/ EXFILTRATION CONTROLS a. DOOS AND HINDOHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES DESIGNED TO LIMIT AIR LEAKAGE. b. MANUFACTURED FENESTRATION PRODUCTS HAVE LABEL HITH CERTIFIED U-VALVE, AND INFILTRATION CERTIFICATION. c. EXTERIOR DOORS AND WINDOWS HEATHER5TRIPPED; ALL JOINTS AND PENETRATIONS CAULKED AND SEALED. 150(g): VAPOR BARRIERS MANDATORY IN CLIMATE ZONES 14 4 Ih ONLY 1500): SPECIAL INFILTRATION BARRIER INSTALLED TO COMPLY HITH N/A 151 MEETS 60MM€SSION GQUAL€TY STANDARDS 150(e): INSTALLATION OF FIREPLACES, DECORATIVE 6A5 APPLIANCES AND GAS L065 1. MASONRY AND FAGTORY-BUILT FIREPLACES HAVE: o. GLO5EABLE METAL OR GLASS DOOR b. OUTSIDE AIR INTAKE HITH DAMPER AND CONTROL C. FLUE DAMPER AND CONTROL 2. NO CONTINUOUS BURNING GA5 PILOTS ALLOWED. SPACE CONDITIONING, HATER HEATING � PLUMBING SYSTEM MEASURES €IO-13 HVAG EOUIPMENT, HATER HEATERS, SHOHERHEADS AND FAUCETS CERTIFIED BY THE COMMISSION. 1500): SETBACK THERMOSTAT ON ALL APPLICABLE HEATING SYSTEMS 150(j): PIPE TANK INSULATION 1. INDIRECT HOT WATER TANKS (E.G., UNFIRED 5TORA6E TANKS OR BACKUP SOLAR HOT HATER TANKS) HAVE INSULATION BLANKET (R-12 OR GREATER) OR COMBINED INTERIOR/EXTERIOR INSULATION (R-16 OR GREATER) 2. FIRST 5 FEET OF PIPES GL05ET TO HATER HEATER TANK, NON- RECIRGULATING SYSTEMS, INSULATED (R-4 OR GREATER) 5. ALL BURIED OR EXPOSED PIPING INSULATED IN RECIRCULATING SECTIONS OF HOT HATER SYSTEM 4. GOOLING SYSTEM PIPING BELOW 55 DEGREE f INSULATED, 5. PIPING INSULATED BETWEEN HEATING SOURCE AND INDIRECT HOT HATER TANK, 150(m): DUCTS AND FANS 1. DUCTS CONSTRUCTED, INSTALLED AND SEALED TO COMPLY WITH UMC SECTIONS 1002 AND 1004; DUCTS INSULATED TO A MINIMUM INSTALLEDVALUE OF R-4.2 OR DUCTS ENGL05ED ENTIRELY HITH- IN GONDITIONED SPACE. 2. EXHAUST FAN SYSTEMS HAVE BACKDRAFT OR AUTOMATIC DAMPERS 3. GRAVITY VENTILATING SYSTEMS 5ERVING CONDITIONED SPACE HAVE EITHER AUTOMATIC OR READILY ACCESSIBLE, MANUALLY OPERATED DAMPERS. LIGHTING MEASURES 150(01: LUMINARIES FOR GENERAL LIGHTING IN KITCHENS SHALL HAVE LAMPS WITH AN EFFICIENCY OF 40 LUMENS/WATT OR GREATER. THE GENERAL LIGHTING SHALLBE CONTROLLED BY A SHITGH ON A READILY ACGESSABLE CONTROL PANEL AT A. KITCHEN ENTRANCE. 150(k)2: ROOMS WITH A SHOWER OR BATHTUB MUST HAVE AT LEAST ONE LUMINAIRE WITH LAMPS HITH AN EFFICIENCY OF 40 LUMEN5/HATT OR GREATER 5WI TGHED AT THE ENTRANCE TO THE ROOM, OR AN ALTERNATIVE TO THIS REOUIREMENT ALLOWED IN 150(K)2, 114: POOL AND SPA HEATING SYSTEMS AND EOUIPMENT 1. SYSTEM 15 CERTIFIED WITH 7896 THERMAL EFFICIENCY, ON -OFF SNITCH, WEATHERPROOF OPERATING INSTRUCTIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 2. SYSTEM 15 INSTALLED HITH: o. AT LEAST 36" PIPE BETWEEN FILTER AND HEATER FOR FUTURE SOLAR HEATING. b. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 3. POOL 5Y5TEM HAS DIRECTIONAL INLETS AND A CIRCULATION PUMP TIME SHITGH. 115: GA5-FIRED CENTRAL FURNANGE, POOL HEATER, SPA HEATER OR HOUSEHOLD COOKING APPLIANCE HAVE NO CONTINUOUSLY BURNING THE BUILDER SHALL PROVIDE THE ORIGINAL OCCUPANT A LI5T OF THE HEATING, COOLING, WATER HEATING, AND LIGHTING SYSTEMS, AND CONSERVATION OR SOLAR DEVICE INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOH TO USE THEM EFFICIENTLY. AFTER INSTALLING INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE 516NED BY THE INSTALLER AND BUILDER STATING THAT THE INSTALLATION CONFORMS HITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53, AND THAT THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS OF TITLE 20, CHAPTER 2. THE CERTIFICATE SHALL STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R-VALUE, AND THE WEIGHT PER SGUARE FOOT. I have reviewed the calculations and drawings for the above project and find both to be in compliance with the Energy Efficiency Standards and Administrative Requirements of the California Code of Regulations, Title 24, Parts 1 and 6; and the more stringent standards mandated by Assembly Bill 970 with an effective date of June 1, 2001. 1 understand that this review was performed as representative for the enforcement agency, AdWO The City of Santa Ana Building Safety Division. Signature: Date: 1 5 4& Sip Print Name: Title: .00 Company Name: Phone No.: :;)0K N6Ur=z 1;)F5 E 6N9 '" • Arcadia AveI Vi5to, CA I i M4V " "_ J MWE,f 001` Mr. t Mr5. Efrain 151a5 2222 E. Grovemont Santa Ana, GA 92705 7I4-5I6-a733 Z W D-/- U-1 DATE 0-1-2ci-04 REVISIONS WN BY: un �-- 1 . JOB NO. EI-T24-151052 SALE 1/4"= 11-011 SHEET El of io Company Address: NEW FOOTING EXISTING FOOTING 6# . 4 ;4.A #4 DOWELS @ 24' LONG A' 14 -A .4. ;"A' -A 24' EXIST GRADE PLYWOOD FLR, SHT'G, SEE PLAN 4x BLOCKING 2X P,T, DF, W/ 5/8DIA,x10' A,B, SPACING PER SHEAR WALL SCHEDULE 6# A- 4. co DRILL & EPDXY 2 No 5 DOWELS W/SIMPSON 'SET' EPDXY NEW 4X POST EXIST 15# SHTG EXIST FLR JST EXIT, STEMWALL AND FTG, 4 F1 2x 4 STUDS WALL SEE PLAN 4# MIN, LAP W/ 3-16ol TYP, 2x FJ, SEE PLAN 'A35' PER SHEAR WALL SCHEDULE 1#4 TOP & BOTTOM, 2x4 P.T. DF, W/ 5/8'DIA,x10' A,B, W/ 2'X2'X3/16-v PL WASHERS PER SHEAR WALL SCHEDULE 11XV4190FAIJ01w EVG 2X4 PJ, D.F. W/ 5/8' DIA, X 10'v A,B, PER SCHEDULE INSTALL NEW 5/8' DIA HILTI KWIK- 60' 0,C FIN, GRADEII EX'G 6# ETG 2x STUDS WALL SEE PLAN 2x FJ, SEE PLAN LA. \— 'A35- PER SHEAR WALL SCHEDULE 1/ -6# #4 REBARS TOP & BOTTOM 15" F 1 PLYWOOD FLR, SHTG, SEE PLAN SIMPSON 'A35' /-24' O.C, MAX, SEE SHEAR WALL SCHEDULE 2x F.J.-SEE PLAN SPECIAL INSPECTION REQUIRED NEW WM HNGR 12#MIN 4 X 4 5TH tK L=-Il-bll 1,10 41-411 + P,KK� /co R9 f R9 #xX I R9 41-4" 5� / l460L ' 41 D5K ) 7A g K v U_ NEN 20" 50. GONG. PAD 5 N1No(3)#4E0TEANY _ Fi 111 X Typ. /Typ. —611 Q F1 TYP. V4X4 P05T F1 tIn X 4X8 DF #1 II 4X8 DF #I 4Xba�#1 4X5OF #1 4X8 DF #I 61RDER B s k C71 RDER BM GIRDER B 51RDER 3 4X8 D.F #1 +/ GIRDER BM C u_ 7 -4 Fi tK + \R) 5 11 Ix Yeq t ' x I-_ 2x Q x E30 AT 1O.G.O.. I I , It,[ x 7 7- cl sp It Nsp r IF FX'6 FV6 r- X'67 FT'6 r7 3 If <1 I F1 F1 F1 r6 tx k ADD 5/8" DIA X 5 112" EMBEDMENT SIMPSON "SET" EPDXY @ 36" O.G 4 PLAGES PE0UIPEP IGBO No 52 JSTS 111 11 II 6 IL k EX. RAISED FLR L= 1(9 -loll <1 DE3L J5T5 II EX'6 FT DE3L J5T5 EX'& FV6 M. Fi %O.VO4 egp. k EX"G FT'G 3WA006 * �`��, I Fi IL 2x& F.J. F 3 lu AT 121, O.G. s + A5 2 L=V-b tx L51-011 F1 EX'& FT'(5 4 X 4 LL_ �� x m m a +1 11 A5 L=b' PLYWOOD SUPFLOOR 2X FLOOR JOIST LAP 81 SOLID BLOCKING 4X GIRDER 3-16d k y 20 BRACING IF POST IS 45 45 30' OR LONGER 04 POST SIMPSON POST BASE cu 2000 PSI CONC. PIER ca F1 F1 F1 T c F1 0 c ADD 5/8" DIA X 5 1/2" EMBEDMENT 5IMP50N "SET" EPDXY (g 24" O.G 2 4 PLAGES REGUIP-ED \ ut IGBO No 52-7cl 1 EX' G Fr' G, w IN L=12' EX' G 12' FT' G /6 L=41-011 (0 Fi EX' G FT' EX. G2ARA6;7E EX'G FT'G FLOOR SHEATHING 5/8" PL T &G W 1 Od @6) 6) 10 tC cq w F4 E-4 c cq N 1.4 -I E cn 5! 20 BRACING IF POST IS 45 45 30' OR LONGER 04 POST SIMPSON POST BASE cu 2000 PSI CONC. PIER ca F1 F1 F1 T c F1 0 c ADD 5/8" DIA X 5 1/2" EMBEDMENT 5IMP50N "SET" EPDXY (g 24" O.G 2 4 PLAGES REGUIP-ED \ ut IGBO No 52-7cl 1 EX' G Fr' G, w IN L=12' EX' G 12' FT' G /6 L=41-011 (0 Fi EX' G FT' EX. G2ARA6;7E EX'G FT'G FLOOR SHEATHING 5/8" PL T &G W 1 Od @6) 6) 10 tC cq w F4 E-4 c cq N 1.4 -I E cn 5! m LO 0 Q0 0 cq E-4 No. C54844 Expites 6/30/06 Lli F-1 PLO n A•k a m DWG No zx W/2- PER TRUE B.N 11 32" CL 0 I� 3500 # MIN U, N, GABLE END --' TRUSS BRACE MAX, LENGTH 1-2x 6' -3" 2-2x 1 Z, -6" 4x 14/ -0" NOTCH TRUSS TRUSS PER MFR, BRACE @ 48" /SCHED A34 @ TOP PL - FOR TRUSS HEIGHT GREATER THAN 24" ` SHEAR TRANSFER PER SCHEDULE C A35 @ 24" O, C, MAX U. 0, N, FULL DEPTH BLK` G B. N, E. N, SHEARWALL PER PLAN ERT 2x ER TRUSS MAN SHEARWALL PER PLAN T A 0 BLK` G TRUSS BEARIN 4-16d PANEL TO TRUSS r � 1 TRUSS PER MFR. • 1 • 2-2x PLATES LOCATE STUDS AT SPLICE i/ JAW � 1 1 MIN, SHEATH I NC TO BE 24" x48" EDGE NAILING C E, 3x4 FLAT BLOCKIP AT UNSUPPORTED E SHEAR TRANSFER PER SCHEDULE vZ �: ► o TRUSS PER MFR, lb "1 11 �C4p 1 • r • W/A35 - IF GAP EXCEEDS I", BLK TO PLATES, USE L50 0 5 RD1 LONG DIMENSION C PLYWOOD TO RUN aFE PERPENDICULAR TO ROOF JOISTS ° Nc' 1 /Z" MIN, EDGE �'�P°e DISTANCE AT ALL NAILS STAGGER PLYWOOD JOINTS 4 TRUSS PLAN FOR 4 & SPACING i .. •• it �1 1 No. C54844 EVires 6/3% �z Q Q w Q ory w 'all i FLOOR SHEATHING.- 5/8" PL T &G W 10d @6) 6) 10: L=-V-811 ROOF FRAMING DRAWING NOTES: 1, 1/2' PLY, (32/16) CDX BN 8cl @ 6# EN 86 @ 6# ; F N, 8 cl @ 12 # ( U, 0, N. 2. ........ .. INDICATES TRUSS DIRECTION @24# D.C. (U,O.N.) 4 X 4 HPIR 3 HOR 5 X 5 4 X t�_ W"4 91 4 X 4 SEE DET �Dl OR TOP CHORD SPLICE CONNECTION � SEE DET E RSDOR TRUSS TO NONBEARING WALL CONNECTIO 5 1/8 X 1211 (5LE3 IM L=5 RD �1 1-611 3, INDICATES N/A FRAMING DIRECTION U,O,N, < Z 0- ILI z CL 4, INDICATES SHEAR WALLS & SHEAR TRANSFER FOR WALLS v M5TA36 NEW TO (),p X EX'6 TOP PLATE n BELOW ROOF FRAMING, FOR SHEAR WALL SCHEDULE SEE SHEET SP-3, +'K co C) 5, WALLS SHOWN ARE BELOW ROOF FRAMING & SHALL BE 2 x 4 @ 16" (U.O.N,) WX LO (m 5000# PRAO TRU55 6, M I N I MUM HEADERS U. 0, N. ARE! 4X6 TO 4' -0" SPAN. 4X8 TO 6` -0" SPAN 4X10 TO 8'-0# SPAN, r M5TA36 NEW TO z EX'& TOP PLATE--_' 6 X 6 TO 4'-0"' SPAN 3000# PRAM TRU55< 6X8 TO 6` -0" SPAN 6X10 TO 8'-0# SPAN 4 Lo 7, FOR ROOF SLOPES & ROOF OPENINGS, SEE ARCHITECTURAL DWGS, x 8. 10-16cl EACH SIDE OF TOP PLATES SPLICE (TYP, U.0,N,) Xm • 9. (F) INDICATES FLUSH BEAMS, a X u_ 10, B,N, OVER ALL DRAGS E,N, ALL VERT, POSTS AT SHEAR WALLS (TYP,), < 13, ALL NAILS ARE COMMON (U,O, N, -f M. 7, _7 U- u_ 14. 1-2X MINIMUM UNDER BEAMS & HEADERS TYPICAL (U.0,N,) x z i z NO < < 301 15, STRAP NOT REQUIRED IF JOIST,TOP PLATE OR BEAM IS CONTINUOUS, E-4 c OFC 17, MST & ST STRAPS (H) SHALL BE LOCATED ON TOP OF DOUBLE TOP PLATES, L=q'-5'1 RD1 L=q'-511 FRRM I NC SCALE 1/4Xref XFP_NJ_h5la52 M5TA36 NEW To/ EX' 17 TOP PLATE 4 X 12 HPI + A. IR L=41-011 4 X 14 No l/ 6 FZE33 EX(5 FRAMING TO REMAIN +12 PLAN AAL.L. Lr-(5ENr7 EXISTIN6 HALL5 TO BE REMOVED NEN HALLS EX15TIN<5 HALLS GALIFORNIA FRAMI LLJ o n ra m 1. All design, materials and construction shalt conform with the latest approved edition of the UNIFORM BUILDING CODE and local city /County ordinances ( CITY OF SANTA ANA), 2. All omissions and conflicts between various elements of the working drawings and/ or specifications shalt be brought to the attention of the Architect and the Engineer on records. 3. Contractor shalt provide adequate shoring and bracing to support all loads during construction. 4. Contractor shalt verify all dimensions on ,job site with complete set of latest drawings. Notes and dimensions shalt be checked and verified with Architectural and Structural drawings, 5. During construction and prior to the Incorporation of all changes, revisions, modifications or deviations from the structural drawings shalt be brought to the attention of , and obtain approval from the Architect , Structural Engineer and the Governing Building Department. 1, Framing lumber shalt be Douglas fir -larch of the following size unless noted otherwisei -2x ,joists and rafters -beams and headers -studs - posts - #2 grade or better - #1 grade or better - #2 grade or better - #1 grade or better 21 All nailing shalt conform to the UBC nailing schedule TABLE 23-1-0 unless noted otherwise, 3. Top plate of all stud walls shalt be 2 pieces same size as studs. Splice to tap 4'-0' minimum, 4. Provide a minimum of 2-2X/ 4X4 full height post at all holddown connections. 5. Provide 2' thick fire blocking In all stud walls at Intervals not exceeding 8'-0', PLYWOOD 1. All plywood shalt conform to U.S. product Standards PS I-83(CDX) with exterior type glue. 2. Each sheet of plywood shall be Identified by a registered stamp of the 'AMERICAN PLYWOOD ASSOCIATION (APA)' 3. Sheathing shalt be CDX STRUCTURE 1 or 2. Panel Index 32/16 4. Individual plywood sheets shalt not be less than 2'-0' In least dimension nor less than 8 square feet In area Use full size sheets wherever possible, 5. Plywood roof and floor sheathing shalt be (aid with the grain of the outer plies perpendicular to the framing members unless otherwise noted and end joints shalt be staggered. Watt sheathing can be applied horizontally or vertically, 6. Use common nails unless otherwise noted for at( structural dlaphragms and shear walls. 7. Place horizontal plywood sheets with face grain perpendicular to supports and less than 8 square feet In area continuous over at (east two supports. 8. Sheathing to be inspected and approved prior to covering, 9. Where plywood Is applied on both faces of a shear watt and nail spacing Is less than 6' on either side, plywood panel joint shall be offset to fall on different framing members, or framing shalt be 3' nominal or nails on each side shalt be staggered. al�wlll�:1 Y • t r -. •- � :ti 1. Glued Laminated Beams shalt be manufactured according to AITC 117 'DESIGN SPEIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES', 2. Minimum grades for western species as follows i e 24F-V4 for simple spans w 24F-V8 for cantilever and multiple span beams, 3. A certificate of fabrication shalt be submitted to building department 1. Contractor shall submit calculation, shop drawings and certification of fabrication to building department prior to installation. 2. All truss joist called on structural drawings shall be manufactured and Installed per TRUSS JOIST MACMILLIAN 800-628-3997. 3. Alt blocking, stiffeners and hangers shalt be Installed per TRUSS JOIST MACMILLIAN . REINFORCING DEL 1. All reinforcing steel shall conform to A.S.T.M. specifications A615 and be Intermediate grade 60 for bars #5 or greater and grade 40 for smaller than # 5. Alt bars to be welded shalt conform to A.S.T.M, A706, P. Reinforcement marked continuos may be spliced by lapping 30 bar diameters In concrete and 40 diameters in masonry with 24 Inches minimum lap In each case unless noted otherwise on plans. All splices when detailed shalt be located as shown on plans, 3. Reinforcing steel shalt be accurately placed and secured In position with metal or concrete blocks, chairs spacers,,..etc. before placing concrete. 4. Welded wire fabric for stabs on grade shalt conform to A.S.T.M. A185, be In flat sheets and have minimum tap of one parallel strand but not less than 6 Inches. 5. Minimum concrete cover for reinforcing steel shall be as fotlowsi e 3 Inches when poured against earth, s 2 Inches when formed and poured against earth s 1.5 for exterior face of watt above grade, s i inch for Interior face for watt above grade, SPECIALINSPECTION SPECIAL INSPECTION PER U.B.C. SECTION 1701 IS REQUIRED FOR THE FOLLOWINGi 1. Alt Structural steel welding and moment frames, 2, At( Grade beams . 3. All Masonry block construction, (Contlnous Inspection) 4. All High srength bolts specified as A-325. 1. All connectors noted on drawings shall be Simpson strong tie. No subsltuation permitted without Structural Engineer approval, All bolts shalt be per A.S.T.M. A-307, 1. Lag bolt and screw holes shalt be pre -drilled to 70 % shank diameter and full depth, and shall NOT be hammered Into place. 2. Botts holes In wood shall be 1/16' larger than the nominal bolt diameter. Alt bolts shalt have standard cut washer under head and nut, 3. Structural members shalt not cut the pipes, etc. unless specifically detailed or approved by Engineer. 4. Bored holes shalt not be located at the same location where studs are cut or notched. 5. Studs may be bored to a maximum 40 % of stud width EXCEPT at Interior non -bearing studs which may be bored to a maximum of 60 width. BO bored holes are also accepted when each bored stud is doubted with not more than 2' successive doubted studs. 6. In no case shalt the edge of a bored hole be nearer than 5/8' to edge of a stud. 7. Studs may be notched or cut to a maximum of 25 % of stud width, Except Interior non bearing studs which may be notched to a maximum of 40 % of width. 8. Where plumbing, heating, or other ducts are placed In a partition, requiring the cutting of the double plate. A steel strap 1/8' x 1 1/2 x24 shalt be fastened to each side of the top plate with 6-16d nails at each, 9. No structural beam shalt be cut or notched unless specifically shown, noted or approved by the Engineer. 10. Notches shalt not exceed 1/6 the depth of the joists and shalt not be located In the middle third of a span, 11. Holes bored In ,joists shall not be within 2' of the top or bottom of the joist, and the diameter of any hole shall not exceed 1/3 depth of joist. FOUNDATION 1. Footing shalt bear on natural undisturbed uniform earth or engineered compacted flit . 2, No reinforcing steel and no concrete shalt be placed In any excavation without prior approval of building department. 3. Concrete form work tolerances shalt be In accordance with UBC and A.C.I. standards. 4. Alt concrete shalt be cured for a minimum 3 days by common sound practices and methods approved by Engineer. 5, Top of stab or footing under column base plates shalt be finished smooth and level for full bearing. 6. Placing of concrete of f'c=3000 shalt be continuously inspected by a registered deputy Inspector approved by local building department, 7. Foundation shalt conform to Soft Report recommendations when required, 8. Solt bearing pressure used for design Is 1000 P.S.F. 1, Structural steel shalt conform to A.S.T.M. A-992. 2. Steel pipe columns shalt conform to A.S.T.M, A53, GRADE B. 3. All bolts shalt conform A.S.T.M. A307 U.N.O. 4, High strength bolts specified In design shalt be A-325 high strength conforming to A.S.T.M. A325. Installation shalt be Inspected by a registered deputy Inspector approved by local building department. 5. Structural steel ' Nelson' studs shalt be manufactured from c1015, C1017 and C1020 cold drawn steel conforming to A.S.T.M. A108-58T, 6. Light gauge structural steel members shatt conform to A.S.T.M A446, Grade A (fy=33ks1) for 14,16,18 gauge or lighter, A.S.T.M. A446 Grade D (fy=50 ksl) for 12 gauge. 7. Alt Light gauge members shalt be designed In accordance with American Iron and Steel Institute (AISI) 'Specification for design of cold formed structural members' 1986 edition ,with 1989 amendments. 8. Structural steel shall be designed per U.B.C, and A.I.S,C. code of standard practice for steel design, 9. Fabricator shalt submit shop drawing to Structural Engineer for review prior to start fabrication. 10. Fabrication of structural steel shall be by an approved fabricator, 1. All welding shall be done using the Shield Electric Arc process by a certified welder, using low HYDROGEN E70XX electrodes. 2. Welding of steel reinforcing bars shalt be done with tow hydrogen electrodes A233, class E70XX series. All reinforcement to be welded shalt conform to A.S.T,M. A708 unless approved otherwise. 3. Special continuos Inspection for weld Is not required when welding is performed in an approved fabrication shop.However the approved fabricator must submit a certificate of compliance In accordance with UBC section 1701.7 to the building official 4. All field welding shalt be done by AWS certified welder and Inspected by a special deputy Inspector approved by building department, 5. Alt structural welding shall conform to AWS D1.1-1990, 6. Al( sheet meta( and light gauge welding shalt conform to AWS D1,3-1990, 1. Special Inspection In accordance with U.B.C. section 1701 shall be done by one or more registered deputy inspectors approved by the building department, 2. The special inspector shalt observe the work assigned for conformance with approved design drawings and specifications. 3. The special Inspector shalt furnish reports to the building official , At( discrepancies shalt be brought to the Immediate attention to the contractor f or correction, 4. The special Inspector shalt submit a final signed report stating whether the work requiring special Inspection was to the best of the Inspector's knowledge In conformance with the approved plans and specifications and the applicable workmanship provisions of the current building code. STUDS (NON LOAD BEARING) U, N, ❑ STUDS SPAN (MAX.)' 2x4 @ 16' O, C, 14'-0' 3x4 @ 16' O, C, 14'-0' 2x6 @ 16' O, C. 20' -0' 2-2x TOP PLA DOUBLE STUDS ANCHOR BOLT SEE FOUNDATI❑N PLAN AND/OR ARCH, -- CEILING inISTS HEADER SCH, U, N. ❑. ' d' JOISTS SPAN (MAX.), 6 SPAN ( MAX. ) 6' 8' -o' -0' 2x4 @ 16' R C. 8' -o" 8 2x6 @ 16, O, C. 14' -01 to to,-0' 2x8 @ 16' O. C. 18,-0 12 12'-0' HEADER ( SEE SCH. ) WHERE: PURLIN OCCURS ABOVE THE OPENING, INCREASE HEADER SIZE BY 2 INCHES FRAMING AT STUD WALL_ ❑PEN I N,3 CONCRETE 1. Concrete for new slab on grade and footings shall be minimum 2500 compressive strength at 28 days, 2. Concrete for grade beams and caissons shall be minimum 3000 compressive strength at 28 days. Special Inspection Is required. 3. Portland Cement shalt be type v conforming to A.S.T.M. C150. Aggregates shalt be normal weight (145 pcf) 4. No fly ash or calcium chloride shall be used In any concrete, 5. Concrete depth greater than 12 inches shalt be reconsolidated by mechanical vibration and performed in accordance with the Portland Cement Association Specification. 6. Contractor shalt establish new footings lines and proceed with excavator as called on drawings, COMMON NAIL5 ALLOWABLE SHEAF (LB/ FT) 51 fEA1; W&L PEF,10 ANCHOP 601.T5 AT FOUNDATION (D IV, 12 BOTTOM PL NAILING LAG(L) 5TAG6,(5T) B �F 8,13 C�PEF I� PEF,15 A�5' 5 BLK OP J015T TO TOP F1,' 5 TJI/ PP0250, TJI, PPO�SO TJl/ PP0550 TO TOP PL.15 PEMArK5 MAPK MATEPIAL PEF, 2,11 NAILING 180 p 5TUcC0 NOTE 1 5I 811 ©,413, @ 4811 16d @ 611 A35 @ 2411 16d @ 611 260 �.,' 811 PLY CDX 8d @ 611 16d @ 611 A�5 @ 16'" I6d @ 411 SHEARWALL SECTIONS ALL ANCHOP5 SHALL NAVE MIN �/ 16"x2"x2" PLATE 051EP5 AT ALL ANCHOP (3OLT5 PLACE ALL ANCHOP5 A MINIMUM DISTANCE OF 4 �/ 8" (AND A MAXIMUM OF 12' `) FPOM THE ENP5 OF SILL PLATES, I, EXTEPIOP 5TUCC0 WHEPE OCCUP5 SHALL BE WOVEN ME 12E12 WP.E LATH NTH 1/ 811 POPTLAND CEMENT PLA5TEP WITH # 11 GA, NAIL5 x I I/ 2" LONG x 7/ 16" HEAP OP # 16 GA, 5TA'LE x 1/6" LONG LE65, 2, ALL 5UPPOPr5 FOP THE GYP, BOAPD TO BE NAILED WITH COOLED NAIL5 (C,N,) 3, ALL PLYWOOD PANEL E126E5 TO BE BLOCKED, 4, �x AT PANEL JOINTS, �?x DOTTOM PLATE AND �x INTEPMEDIATE BLOCKING iS I�QURP 12, 5, SILL, �x6 TOP AND BOTTOM PLATE5 & 4x6 BLOCKING & INTEPMEDIATE PANEL JOINT515 PEQUIPED, 6, 51­EAP WALL5 WITH PLYWOOD ON P01�151PE5, PO1"H VEPTICAL AN12 HOPIZONfk INTEPIOP JOINTS ON OPPOSITE SIDES OF THE WALL SHALL BE 5TA66EPED, 7, ALL ANCHOP POLT5 TO C3E 10 iNCHE5 LONG @ 2x SILL, 12l1 LONG @ �x SILL, I411 LONG @ +SILL ( MINIMUM A,B, EMBEDMENT TO BE I INCHE5 U,O.N,) 8, AT ALL POOF PLATE5 WTH FPAMING PEW. NPICULAF, TO WALL 1,15E A255 @ 2411 OF HI PEP TPU55 - TYPICAL (U,O,N) A3 f ANCHOP5 SHALL BE IN5TN LZt? POOP TO PLYWOOP OP FEPUCE ANCHOP SPACING 75 % (I f , 8' x, 75 - 611 O,C J 9, 2-ANCHOP B0LT5 PEP WALL MINIMUM, 10, MINIMUM A,B. SPACING, �,/ 811 A,B,' 5 @ 60" @ EXTPiOP WA15 (U,O,N,) , I/ 3211 ITW PAM5ET/ PEDHEAV PIN @ 3211 , ( ICBO # 16!�9) FOP INTEPIOP WA15 WITH WALL 5HEAP LE55 THAN 100# / FT. ONLY, 11, U5E COMMON NAIL5 POI;; PLYWOOD NAILING, GALVANIZEP BOX NAIL5 CAN BE %35TITUTE19 POP COMMON NAIL5, 12, A -CONNECTION5 FOP 2Nt? FLOOD AND ABOVE ONLY, U5E �,x MIN BLOCKING BELOW AT WALL5 WITH LAG BOLT5 OP 16J @ 211 O,C, OP LE55 (STAGGEPED) CONNECTION5. 13. 51­1EAP TPAN5FEP WiV I6d 51NKEP NAIL5 (0J48 MIN X 31/ 4" LONG MIN) Or, BETTED, A�5F ANCHOP5 MALL BE IN5TALLE19 PPIOP TO PLYWOOD OP PEDLE ANCHOP SPACING 75/ (It, 8"x�� - 6" OL,) 14, U5E TJI/ FP025O OP LAPGEP OP TIMIV51PANP PIM WITH NAIL5 OP A3�'5 VEPIY W/ TrU55 SUPPLIED MIN, NAiL 5PACIN6 OF, U5E fix/ 4K NOMINAL MEMBEP5 PEP NOTE 12. I5. HI COULD BE 5L05T"IT10P POP A35'5 @ POOF.(HI @ 2411 O.C.) 16, POLL & EPDXY; 51MP50M "SET" I,C,B4O, 52-79 5PEC, IN5PEOnON PEO'D }-11 - 511 MIN EMBED) - FILL ALL OVEP5IZED PLATE5 W/ EPDXY OP DPTACK 17, `5X MIN PTDF SILL, OP 2X 51LL & DEDUCE ANCHOP SPACING x 1/ 2 FOP WALL 5HEAP5 6O0 L135 LE55 ONLY, �x MIN AT ALL ABUTTING PANEL JOINTS, 18, 3x MIN, PTDF SILL (Ff?N ONLY) CONNECTION NAILING 1. JOIST TO SILL OR GIRDER TOE NAIL. 3 - 8d 2. BRIDGING TO JOIST TOE NAIL EA. END. 2 - 8d 3. 1X6 SUB FLR OR LESS TO EA, JOIST FACE NAIL 2 - 8d 4, WIDER THAN 1X6 SUB FLR. TO EA. JOIST FACE NAIL 3 - 8d 5, 2' SUB FLOOR TO JOIST OR GIRDER BLIND & FACE NAIL, 2 - 16d 6. SOLE PL. TO JOIST OR BILKING FACE NAIL. 16d @ 16' O.C. SOLE PL, TO JOIST OR BLKING, AT BRACED WALL PANELS 3-16d PER 16' 7, TOP PL. TO STUD END NAIL, 2-16d 8. STUD TO SOLE PL, 4-8d TOE NAIL OR 2-16d END NAIL, 9. DOUBLE STUDS FACE NAIL. 16d @ 24' O.C. 10, DOUBLE TOP PLATE FACE NAIL, 16d @ 16. O.G. DOUBLE TOP PLS, LAP SPLICE 8 - 16d 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PL, TOENAIL 3 - 8d 12. RIM JOIST TO TOP PLATE, TOENAIL Bd @ 6' D.C. 13, TOP PLS. LAPS & INTERSECTIONS FACE NAIL, 2 - 16d 14, CONTINUOUS HDR, TWO PIECES, 16d @ 16' ❑.C, 15, CLG. JOISTS TO PL, TOE NAIL, 3 - 8d 16, CONTINUOUS HDR, TO STUD TOE NAIL, 4 - 8d 17. CLG. JOISTS LAPS OVER PARTITIONS FACE NAIL, 3 - 16d 18. CLG, JOISTS TO PARALLEL DAFTS FACE NAIL. 3 - 16d 19. RAFTER TO PL, TOE NAIL, 3 - 8d 20. V BRACE TO EA. STUD & PL. FACE NAIL, 2 - 801 21. 1X8 SHT`G OR LESS TO EA. BEARING FACE NAIL, 2 - 8d 22. WIDER THAN 1X8 SHT'G TO EA. BEARING FACE NAIL 3 - 8d 23. BUILT-UP CNR. STUDS, 16d @ 24' D.C, 24, BU I LT -UP G I RDER AND BEAMS20d @ 32' 0, C. AT TOP & BOTT, AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE, DISTANCE TYF ALL STUD 40% MAX STUD WIDTH NOTCH 50 % MAX. STUD WIDTH BORE DISTANCE TYP ALL STUD 3' OF STUD WIDTH 60%MAX. 25% MAX, STUD WIDTH NOTCH 40% MAX STUD WIDTH BORE NOTEL 1. NOTCH AND BORING NOT TO OCCUR IN SAME STUD SECTION 2. NO MORE THEN 2 X SUCCESSIVE DBL. STUDS MAY HAVE 60% BORING HOLES. NOTCH / BORE 2X4 2X6 25% 7/8" 1 3/8" 40% 1 3/8' 2 1 /8- 60% 2" 1 3 1/4' MTKI At-nx I OP W /Pn-1 r-A f" 1"iLL fVtill._J \J I Y1V 1J, J, f MIL_ INNIL- (-- L_r11 1 LJ i UUL- 1 I11-1\ W I V111N, >M1'11_ IYVI'1VL_1\ lUTA AS REQ'D, FOR SPLICE NOT TO EXCEED 8' ❑,C, INTERSECTING SHEARWALL EDGE NAIL WALL C❑VERING TO BUILT-UP CORNER PLYWOOD, SEE EXTEND E,N, FOR SHEAR WALL 32' ABOVE & SCHED. TYP. , BELOW OPN'G, 1 2-16d FACE NAIL @ 16' ❑.C, 3-2 X BUILT-UP CORNER STUDWALL 1 �e a�-DPROFF i IT AV /so/ o m CALIF NOTE, FOR E,N. & F,N, SPACING SEE SHEAR WALL SCHEDULE /�� 0� //." / %///./ �y�va a W /il� 1///I/ 4 0,00A �rw:sr A,FWr ; 0oOA 0A 09 W,sIalarl 2 � .. Ar �TJ��w�iwl�wrrwi0 i► f � !/I, 0 �W— +�/ 1' t � E,N, ALL 4-� CRIPPLE STUD-J SIDES OF OPENING NOTES, L FOR ADDITIONAL NAILING, BLK'G. & PLYWOOD DETAIL SEE TYP, SHEAR WALL DETAILS SIMPSON 'ST6224' OVER PLTWD, EA, CORNER OF ❑PN'G, TYP. (USE 'ST6236' WHERE E.N. = 2' ❑/C) EXTEND ADDITI❑NAL 3x BLK'G. 32' MIN. @ HDR. & SILL EA, SIDE OF OPN'G. TYP, (NO PLYWD. SPLICE @ 3x BLK'G.) USE E,N, FOR ,PLY'WD, TO ADDITIONAL 3x BLK'G. TYP, a CC cn t1] Qs V1 c �� co 0 cfl aN .�c w E-•� �� � E W H LO o Lo M L.� a CQ � I'a CID CQ pRpVESSIO i T. No. C54844 Expires 6/30/06 �9r e1V1L OF CR��F n U W � r n <: <I __ -- o t-*--ICD ED P4 LL � � WC I- W D:<C U 1--1 DWG No O