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HomeMy WebLinkAbout10147147-48.pdf1 6 1 _., S A N wig F" A ANA CALIFORNIA 9 0703 THE LEAKAGE.1. DOORS, KNOOM & SKYL16H`TS BETYeEN 0ONVITIONEP AND UN-WINIVITIONED SPACES MUST Be FULLY WEATHER- STIRJPPW. MANUFACTURMIRS MUST TEST AND CZRTIFY HINPOVO AND DOORS TO ENSURE THAT n4EY LIMIT Alf t RO Lk�STANDARDS. MANUFACTURED DOORS 4 Y41NOOV45 MAY BE INSTALLED ONLY 104HEN THEY ARE C.ERTIFleD 4 w INDICATING .. THEY STANDARDS LISTED IN SECTION WE APPENDIX E , PAGE 2 - S 3 SITE - BUILT DOORS 4 V41NDOY49 ARE EXEMPT FROM T141S REWIREMENT. I.2. TI-E FOLLOAIW7 OPENINGS BUILDING ENVELOPE MUST Be SILICON-CAULKE0, SEALED OR rZATHER-STRIPM17 A. EXTERIOR JOINTS AROUND 1AIINDOA AND DOM FRAW:S, BETYeEN AALL SOLE PLATES AND FLOORS; B. OPENINGS FOR PLUMBING, ELECTRICITY� AND GAS LINES IN EXTERIOR AND INTERIOR INALLS, CZILINOS 4 FLOORS; 0. OPENINGS IN THE ATTIC. FLOOR ( SLCH AS V44ERE CZILIN& PANELS MEET INTERIOR AN17 EXTERIOR KAiLLS AND MASONRY FIREPLACES) P. ALL OTHER WC44 OPENINGSENVELOPE. 5. EXHAUST FANS AN17 OTHER EXHAUST SYSTEMS MUST Be MI P41TH BACKPORAFT OR OTHER AUTOMATICDAMPERS. THE MIOVE ROMIRNMENTS ARE FROM ' :. a=: .. - 5 2 d INFILTRATION r� 4. ALL HEATING DUCTS ARE TO BE INSULATED PER CHAPTER & OF THE 141414 UNIFORM MECHANICAL C40E. INSULA11ON AROUND 6. PROVIDE R - 4 INSULATION AROUND THE HOT AATER OUTLET PIPE FROM THE AATER HEATER TANK IN THE CONDITIONED SPACE. THIS APPLIES TO THE FIRST FIVE FEET OF T#,E UNCONDITIONED -cPA(:r=. GENERAL LI&HTIN& FIXTURES IN KITCHENS AM BATHS SHALL HAVE AN EFFICIENCY OF NOT LESS THAN 40 LUMENS zj EFFECT.PER AATT, EXCLUSIVE OF LIGHTING FOR A SPWIFIC, TASK OR VECORAMVE 6. PROVIDE R-30 MINIMUM INSULATION IN ALL C-EILIN&S A0JACENT TO NOW-CoONVITIONED SPACES SUCH AS ♦♦ 1q. PROVIDE R-Iq INSULATION IN ALL FLOORS ADJACENT TO NON-CONVITIONED SPACES. ♦ PROVIDE _ INSULATION ♦ EXTERIOR YAALLS OF .ENVELOPE. ABOVE_ i+. 161HERE DRANINSO INDICATE MORE S eNT MEASURES, THE DRAWINGS SHALL C-OVM744 OVVR THI!Se NOTES. TRINS i - 41Z not-44 ADDITIONAL NOTES ON SHEET A-1 1. CONSTRUCTION 15 TO CONFORM TO ALL APPLICABLE FEDERAL, STATE AND CITY GORES, INCLUDING THE 1a414 UNIFORM BUILDING COVE AND CURRENT CALIFORNIA TITLE 24 REQUIREMENTS. 2. ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD. ALL EXISTING SITE AND BUILDING, CONDITIONS ARE TO BE EVALUATED PRIOR TO THE START OF THE CONSTRUCTION. S. PLASTERING SHALL COMPLY WITH CHAPTER 25 OF THE UNIFORM BUILDING CODE. 4. FLASH ALL EXTERIOR OPENINGS AND ROOFINGS AS REQUIRED, WITH MINIMUM 24 6UA6E GALVANIZED SHEET METAL. AL. S. ALL PLUMBING, ELECTRICAL AND HVAC WORK SHALL COMPLY WITH APPLICABLE CODES. b. GLASS TYPES AND THICKNESS' SHALL COMPLY WITH LOCAL CODES. ALL GLAZING WITHIN 16" OF A DOOR OR 180 OF A FLOOR SHALL BE FULLY TEMPERED. 'T. COORDINATE WITH THE CITY ALL RE vULAR AND REQJIREV SPECIAL INSPECTIONS DURING THE COURSe OF WORK. COORDINATE WITH THE FIRE MARSHAL ANY REQUIRED INSPECTIONS. 8. VERIFY ALL SITE DIMENSIONS, PROPERTY LINES AND REQUIRED SETBACKS PRIOR TO COMMENCEMENT OF WORK. THERE IS TO BE NO CONSTRUCTION WITHIN b" OF A PROPERTY LINE U.N.O. q. SLOPE ALL DRAINAGE AWAY FROM THE BUILDING. 10. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE AND FROM THE STREET, SECT. 502. DEFERRED SUBMITTALS SHALL BE REVIEYrW BY THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO SUBMITTAL TO THE BUILDING-, OFFICIAL. (CSC 106.3.4.2) (Splrat Stairs) THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTE WATER +GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARtSED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. (OPMC 15.10) ALL WORK SHALL CONFORM TO THE 2001 CALIFORNIA BUILDING, CODE, 2000 CALIFORNIA PLUMSiNG CODE, 2000 CALIFORNIA MECHANICAL CODE AND THE tggq CALIFORNIA ELECTRIC CODE. THESE DRAWINGS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE Air CHITEGT AND THEIR USE AND PUBLICATION SHALL SE RESTRICTEDTO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION OR PUBLICATION BY ANY MMM, IN V+IOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN W1TH THE ARCHITECT Y41TAWT PRE"ICE, .AND VISUAL CONTACT Y41TH THEM SMALL GONSTIT'UTE PRIMA FACIE EVIDEt+.E OF ACCEPTANCE OF THESE RESTRICTIONS. i �A Y 667 2 70- ' 1in,00Sh r I wIllinm E r cr o♦ � - � r - r • rr r- a- a. ar sar r r r ► '�► a a r P L O T PLAN I SYMBOLS ADJACENT F'ROF'ERT`*( 10.001 il� mwr ar ar■a ■oere : srr r 1 ewe 40M , ® =I— .. T .�r..- .. a�e i _ � � k k f r i _ _______________ 22'-0"------------- __--- { I F ; { { I I __-__-_-__-___-------------- i { - - -- - I- - -- - - - ® I ----------------- -- I - - NEI^l RAr& I EXISTING DRIVEWAY ; ---------------- _ _ _ _ _ _v _ __ _ _ _ _ _ _ _ _ __., I � NEIN TWO STOP;*( ADDITION .ti, 1 DETAIL REFERENCE -- DETAIL NUMBER SHEET NUMBER INTERIOR• SHEET NUMBER M (� ♦)ELEVATION NUMBER BUILDING SECTION — SECTION NUMBER A4 SHEET NUMBER REVISION NUMBER EXISTING WALL TO REMAIN — ^ T — — ` EXISTING WALL _ — — ..- — _ TO BE REMOVED NEW WALL MIN. G.U.I5.6. 018 REQUIREMENTS FOR SINGLE FAMILY DAELLIN65 1. PROVIDE HOUSE STREET NUMBER V158LE AND LEGIBLE FROM STREET. NUMBERS SHALL BE OF NON-COMBUSTIBLE MATERIALS IN SPECIAL FIRE PROTECTION ZONES. O.C. ME>& ORD. NO, 54160 2. MECHANICAL VENTILATION FOR TOLET COMPARTMENTS, BATHROOMS, AND LAUNDRY ROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR CHANOE5 PER HOUR. CLARIFY. SEC. 1205.5 3. PROVIDE WATER RESISTANT GYPSUM BAGGING BOARD AS A BASE FOR TILE OR WALL PANELS FOR TUB OR SHOWER ENCLOSURES OR WATER CLOSET COMPARTMENT WALLS. SEC. 2512 4. SHOWERS SHALL BE FINISHED '70" ABOVE DRAIN W1TH MATERIALS NOT ADVERSELY AFFECTED BY MOISTURE. SPECIFY MATERIALS. CLARIFY, SECS. 501.1.3 AND 2512 S. ANIT-SCALDING SHOWER AND TUB WITH SHOWER VALVES REQUIRED. U.P.G. SECTION 410.7 6. SAFTY GLAZING IS REQUIRED AT WARDROBE DOOR. SEC. 2406.5 "t. FOR CLOTHES DRYER VENT IN R-1 AND R-3 OCCUPANCIES, MAX LENGHT FOR 4" VENT 15 14'-0" U.M.C., Igq'7 EDITION, SEC. 504.3 b. NOT USED. q. PROVIDE APPROVED SPARK ARRESTER AT FIRE PLACE CHIMNEY. SEC. 3102.3.b 10. WALL BETWEEN HOUSE LIVING AREA AND C ARAGE(R-3 TO U-1) SHALL. BE 5/8" TYPE "X" DRYWALL ON GARAGE SIDE OF WALL, FLOOR TO ROOF SHEATHING WITH TAPED JOINTS. SEC. 302.4 II. DOOR BETWEEN R-3 AND U-1, 1-3 5/5" SOLID CORE, OR 20 MINUTE DOOR BOTH SELF -CLOSING, BOTH TIGHT -FITTING. CLARIFY. SEC. 502A 12. MECHANICAL EOUIPMENT SHALL BE ON PLATFORM 24" HIGH, OR PROTECTED WITH BUMPER PIPE. CLARIFY. U.M.C. SEC. 505. r T-1 GENERAL NOTES, PROJECT DATA, ABBREVIATIONS 6 5YM5OL5 A -I GENERAL NOTES A-2 FIRST FLOOR PLAN A-3 SECOND FLOOR PLAN A-4 EXTERIOR ELEVATIONS A-5 EXTERIOR ELEVATIONS A-5 TITLE 24 ENERGY CALCULATIONS STRUCTURAL. 5-1 STRUCTURAL NOTES 9-2 FOUNDATION PLAN S-3 SECOND FLOOR AND ROOF FRAMING PLANS 9-4 CEILING FRAMING PLAN 5-5 ROOF FRAMING PLAN 0-1 STRUCTURAL DETAILS iD-2 STRUCTURAL DETAILS W I •CON,8TR.TYP% CODE , M► r # r .TOTAL ♦ - # r. 4. GARAGE r o UPARATE PE TOTAL. AREA s E Aftravong on same PROJECTO. DESCRIPTION +r NON SECOND FLOORs r-ss r c t. +r ADO NEIN DETACHED PWISIOns Of ANY City E OF r CONSTRUCTION:FIRE OCCUPANCY GROUP: R - 5 (PER lqlq'T UNIFORM ILVIN19 C(PDF-).vTy APPLICABLE CODES: 2001 CALIFORNIA WILDINS CURRENTLY' WVERNIN6 CALIFORNIA TITLE 24, MECHANICAL ELE AND LOCAL CODES. PROJECT REPRESENTATIVE: JEFF P. Nrv-4MAS-TzK6w4 M. ... D PROFESSIONAL ARCHITECT CALIFORNIASTATE OF 1116 E. OCEAN 5LVV., LON6CALIFORNIA-rW4 PROJECT LOCATION 16I8 WEST GIVIG GENT R D R I V E D flk-wipaGPm i • • i i ii s • 1 t f as 0 05 oc I C 8 C CC oc �- -- z z z w Cj: z 00 0 > ® w v w w z w� z a a OD t- in •- z ix to .4 Q to Dote MA9. 3, 2005 Sore AS NOTET.> Drawn JN Dab 061620 Sheet T�l Of Sheets AREV I ON LUMBER CONTINUED b. f FRAMING AROUND OPENINGS ) TRIMMER AND HEADER JOISTS WHEN FARMED P A i N T I N G E � T ,T , hAROUND OPENIN6S SHALL BE DOUBLED, OR OF LUMBER OF EQUIVALENT CROSS SECTION, WHEN THE SPAN OF THE HEADER EXCEEDS 4'- 0 " THE L PREPARE ALL SURFACES TO RECEIVE PAINT, SAND ALL WOOD 5URFACE5 EXCEPT 1. ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES. ENDS OF HEADER J015TS MORE THAN 6 ' - 0 " LONG SHALL BE SUPPORTED BY RE - SAWN MATERIAL. AFTER PRiMIN&, FILL NAIL HOLES, CRACKS AND RULES AND REGULATIONS OF 60VERNIN6 A6EN6IES, AND SHALL COMPLY FRAMING ANCHORS OR JOIST HAN61=R5 UNLE55 BEARIN6 ON A BEAM, DEPRESSIONS WITH KNIFE PUTTY. KNOTS ARE To RECEIVE A COAT OF W17H THE REG&11REMEN75 OF THE LOCAL UTILITY COMPANIES. THESE SPECIFICATIONS ARE INTEGRAL TO THE GRAPHIC PLANS FOR THIS PROJECT AND SHALL PARTITION0RY4ALL. SYNTHETIC ANNSEALER. ALL. GLEANANDD -&CEASE ALL METALBE ?. { SUPPORTING BEAMS ) BERMS AND JOISTS UNDER RIND PARALLEL TO WORK. GLEAN AND FILL ALL CRACKS IN PLASTER AND CONCRETE. 2. WORK iN THIS SECTION SHALL PM COMPLETE 1N EVERY RESPECT AND SHALL INCLUDE ALL MATERIALS, EQUIPMENT, FIX'tt1RE5 AND LABOR REQUIRED FOR, NOTBE DISREGARDED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. BEARING PARTITIONS SHALL BE DOUBLED. 2. REMOVE ALL HARDWARE PRIOR TO PAINTIN6 DOORS, ETC, AND MASK OR RE - THE INSTALLATION OF THE COMPLETE ELECTRICL ASYSTEM. WORK INCLUDES; ROOF AND GEILIN& FRAMNN& MOVE ALL ELECTRICAL PLATES, FIXTURE5, M. , BEFORE PAINTING Y4ALL5. BUT IS NOT LIMITED TO , THE FOLLOWN& : L ( FRAMING ) RAFTERS SHALL BE FRAMED DIRECTLY OPPOSITE EACH OTHER AT 3. ALL EDGES OF DOORS, INGLUDIN6 THE 50TTOM5, SHALL BE FINISHED THE A. DirTAIL.EO ARRAN&L'NENTS WITH THE UTILITY COMPANY FOR A NEW THE RIDGE, THERE SHALL BE A RiD&E BOARD AT LEAST 2 " NOMINAL SAME AS THE FACE. DOORS ARE TO Be FINISHED ON ALL Six SIDES 1 2 0 / 2 4 0 VOLT SERVICE TO THE BUILDING. T THICKNESS AT ALL. RID6E5 AND NOT LESS IN DEPTH THAN THE CUT ED6E WITHIN 4$ HOURS OF INSTALLATION - TYr'IGAL. PROVIDE (2) GOATS OF OF THE RAFTER. AT ALL VALLEYS AND HIPS THERE SHALL BE A 51A16LE APPROVED WATER SEALER ON ALL EXTERIOR DOORS AND A11,00W5, AND B. COMPLETE 1 2 0 / 2 4 0 VOLT LIGHTING AND POY4ER DISTRIBUTION SYSTEM, INCLUDING OUTLETS, Li&HTN& FIXTURES WITH LAMPS, VALLEY OR HIP RAFTER NOT LESS THAN 2 " NOMINAL THICKNESS AND NOT THEIR FRAMES. CONDUIT AND WIRING, ETC,. I. AORK PERFORMED SHALL. CONFORM TO THE FOLLONING: STRUCTURAL. STEEL LESS IN DEPTH THAN THE GUT EDGE OF THE RAFTER. 4- ALL MILLWORK TO BE PAINTED SHALL BE PRIMED ON ALL 51DES PRIOR TO A. THESE GEERAL NOTES UNLESS NOTEIP ON THE PLANS OR 1. ALL STRUCTURAL STEEL SHALL BE SUPPLIED BY A FABRICATOR APPROVED 2. f RAFTER TIES ) RAFTERS SHALL BE NAILED TO ADJACENT CEILIN& JOISTS INSTALLATION. C. TELEPHONE CONDUIT �vYSTEM. I SPECIFICATIONS. AND CERTIFIED BY THE LOCAL BUCLOIN& AUTHORITIES. WITH ( 4 ) i 6 d COMMON NAILS TO FORM A CONTINUOUS TIE BETWEEN EXTRR - 17. GABLE TELEVISION AND INTERCOM SYSTEMS WHEN 50 EQUIPPEV. 5. PROTECT .ADJACENT SURFACES FROM PAINT. "GLEAN GLASS, ETC., OF ANY B. }UNIFORM BIJILVIN& CODE - APPLICABLE EDITION, 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-56 UNLESS SPECIFICALLY IOR WALL WHEN 5UGH JOISTS ARE PARALLEL TO THE RAFTERS. WHERE NOT C. ALL APPLICABLE STATE AND LOCAL CODES ORDINANCES AND REGULATIONS. NOTED OTHERWISE. PIPE COLUMNS SHALL CONFORM TO ASTM A-59 ( U.N.O. ) PARALLEL, RAFTERS SHALL BE TIED TO I " X 4" NOMINAL MINIMUM MISPLACED PAINT. GLEAN AREA AND REMOVE ALL WASTE. MATERIALS FROM S. &ROUND SERVICE NEUTRAL, ALL METALLIC RAGEWAY5 AND ALL ELECTRICAL STEEL TUBES SHALL CONFORM TO ASTM A-500 ( U.NOp ). SIZED CROSS TIES, RAFTER TIES SHALL BE SPACED NOT MORE THAN 4'- O " o,e. SITE. AND MECHANICAL EQUIPPED BY APPLICABLE CODES. CIRCUIT BREAKERS r- 2. ALL OMISSIONS OR CONFLICTS IN THE CONSTRUCTION DRAWINGS AND/OR 6. TOUCH UP ANY DAMA6W PAINTED SURFACES PRIOR TO FINAL ACCEPTANCE. 5ERVING OUTDOOR RECEPTACLES, KITCHENS, SERVICE ROOMS, BATHROOMS, � � C�2 0 SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 5. ALL WELDERS SHALL BE CIrRTIFiED AND LICENSED BY THE LOCAL 3. ( BLOCKING )'RAFTERS MORE THAN 6 " IN DEPTH SHALL BE SUPPORTED AND ANY ROOM CIRCUITS SUBJECT To MOISTURE AND TEMPORARY PANELS U g r-i BEFORE PROCEEDING WITH ANY WORK 50 INVOLVED. iT IS THE RESPONSI- BUILDING AUTHORITIES. LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKCN5 NOT USED FOR CONSTRUCTION SHALL BE EQUIPPED WITH A &ROUND FAULT pq � 00 ABILITY OF THE CONTRACTOR TO PROTECT THE BUILDING 517E AND ALL 4. ALL STEEL SHALL BE PRIMED WITH ONE GOAT OF LEAD RUST -INHIBITIVE LESS THAN f . 5 " IN THICKNESS AND THE FULL DEPTH OF THE RAFTER INTERRUPTER, AS, WELL AS OUTLET5 IN &ARA6E , IN ACCORDANCE NTH THE }}.•��.•�'f�0 I MATERIALS FROM DAMAGE, THEFT AND WEATHER. THE CONTRACTOR SHALL PRIMER AFTER ALL SHOP FABRICATION AND YCI.006, TOUGH UP AFTER UNLESS NAILED TO A HEADER, BAND OR RIM JOIST OR TO AN ADJOINING STUD, R S A N I N A S APPLICABLE NATIONAL ELECTRICAL CODE. &-4 0) V-4 PROVIDE ADEQUATE SHORING AND BRACING TO SUPPORT ALL LOAD5 DURING FIELD ERECTION AND FIELD rel-DING. II --..I I::) CONSTRUCTION. 5. DETAILING AND FABRICATION SHALL BE IN ACCORDANCE WITH A15G WAALL L°RAMINGS 4. PROVIDE APPROVED TYPE SMOKE DETECTORS HARD - WIRED INTO THE 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. LATEST EDITION. 1. ( SiZE ) STUDS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS OF DOORS STRUCTURE'S !ELECTRICAL SYSTEM ( UNLESS OTHERWISE NOTED) , SEE PLANS. � 0 t„ I � 1 00 NOT 54-A1.E DRANN&S. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND REINFORGI146 BUILDINGS NOT MORE THAN TY40 STORIES IN HEIGHT SHALL BE NOT LESS 1. ANY SWIN&IN6 EXTERIOR DOOR OR ACTIVE LEAF OF A PAIR OF U PQ � N ACTUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT THAN 2 X 4 iN SiZE. FOR THREE STORY SUILDINGS, SUCH STUDS SHALL A3 I. Ai..L: RECNFORGCN&STEEL 5HRL1. BE NEW -DEFORMED BARS GONFORMIN6 WITH D0OR5 SHALL BE EG�CJIPPED WITH A DEADBOLT AND A HEAD LOCKING LATCH, �s � pp�� ' r, C%.� BEFORE COMMENCING WITH THE WORK. BE NOT LESS THAN 5 X 4 , OR 2 X 6 TO THE BOTTOM OF THE SECOND E N E R 7� N E R A T 6""'9 z W to ASTM A-6f5 GRADE 4O UNLESS NOTED OTHERWISE. BOTH KEY OPERATED FROM THE OUTSIDE. t2EADt50LT5 SHALL HAVER �d 0 p� FLOOR JOISTS, RIND 2 X 4 FOR THE UPPER TWO STORIES. INTERIOR NON - � ,� ti../ 4. THE CONTRACTOR SHALL LAYOUT AND ESTABLISH ALL BUILDING AND CON- HARDENED INSERT, 1 " MINIMUM THROW AND 5 / 8 " MINIMUM EMBEDMENT 2. SPLICES IN REINFORGlNG STEEL SHALL BE MINIMUM 30 BAR DIAMETERS IN BEARING PARTITIONS MAY BE FRAMED WITH 2 X 4 STUDS. STRUGTION LINES, LEVEL, GRADE5 AND LOCATIONS REQUIRED FOR WORK CONCRETE AND MINIMUM 40 BAR DIAMETERS iN MASONRY. INTO JAMB, 1. REFER TO ENERGY CONSERVATION NOTES ON TITLE SHEET. � P-4 AND SHALL BE RESPONSIBLE FOR ACCURACY AND MAINTENANCE OF SAME. 2. ( HEIGHT ) UNLESS SUPPORTED LATERALLY BY ADEQUATE FRAMING, THE u F� co 5. WELDED W1RE MESH SHALL CONFORM TO ASTM A-165, WITH 6" X 6" - 2: SWINGING WOOD DOORS RIND PANELS OF WOOD DOORS SHALL BE N07 LESS 2. THE i3UfLDiNG DEStGN COMPLIES NTH CALiFORN(A TITLE 2 4 ENERGY 0 r 5. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL TEMPORARY LIGHTING, # 10 X # 10 ( U,N.O,). LAP ALL MESH A MINIMUM OF 2 MODULES- MAXIMUM ALLOWABLE HEIGHT FOR STUDS SHALL BE 1 4 ' - 0 " FOR 2 X 4 °� G� THAN ! - 3 l 8 " TH{GK. REQUIREMENTS. POWER, AND Y4ATER SERVICE REQUIRED FOR CONSTRUCTION PURPOSES, AND AND 5 X 4 STUDS, AND 2 0 ' - 0 " FOR 2 X 6 AND 4 X 4 STUDS. a 4. ALL RECNFORGIN& BARS SHALL BE RGGURRTELY AND SECURELY PLACED SHALL REMOVE ALL SUCH TEMPORARY LINES UPON COMPLETION OF WORK. S. DOOR. HfN6E PINS AGGE5515LE FROM THE flUTSiDE SHALL BE NON -REMOVABLE. 3. INSULATION INSTALLER SHALL P057 iN A CONSPICUOUS LOCATION A GER - r" BEFORE POURING CONCRETE OR APPLYING MORTAR OR GROUT. S. ( SPACING ) 5TUD5 SUPPORTEN& FLOORS AND GEILIN65 OR RAFTERS SHALL TiFIGATE 5f6NED BY THE INSTALLER AND BUILDER STATING THAT THE � W � N 6. TEMPORARY TOILET: BE SPACED NOT MORE THAN 1 6 " o.c.. 4. DOOR 5TOP5 OF WOOD JAMBS SHALL BE OF ONE PIECE CONSTRUCTION ORco A. CONTRACTOR SHALL PROVIDE AND MAINTAIN A SANITARY, CHEMICAL FASTEi�ERS JOINED BY RABBET', INSULATION 5 5 ,aN D TI-M MAT WITH THE REQUIREMEP4T5 OF TITLE 2 4 , CHREMEN 0 TYPE, TEMPORARY TOILET FOR USE BY THOSE WORKING ON THE JOB SITE. i. ALL CONNECTORS NOTED TO BE BY SiMt SON PRODUCTS OR EQUIVALENT. 4. ( CRIPPLE WALLS ) CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT d.E55 2 - 5 3 ,AND THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS � U (� 5. WINDOWS AND DOOR LCTES WITHIN 4 0 " OF THE LOCKIN& DEVICE OF OF TITLE 2 0 THE , CHAPTER 2 , SUEGHAPTER 4, ARTICLE 3. 4 IN SIZE THAN THE 511JDDlN& ABOVE, WiTH A MINIMUM LENGTH OF 2 4 " , OR �- � ! 7. WORKERS OF EACH TRADE SHALL REMOVE ALL TOOLS, RUB515H AND UN- 2. STRAP ACROSS RID&ES WITH ST21f5 AT B2" o.e. MINIMUM - TYPICAL. SHALL BE FRAMED OF 50LIV BLOGKiN&. WHEN EXCEEDING 4 ' - 0 " IN HEIGHT, 5100R SHALL BE FULLY TEMPERED, OR APPROVED BURGLARY - RESISTANT, 4. ALL INSULATING MATERIALS SHALL Be CERTIFIED BY THE MANUFACTURER CO ,q W 0 USED MATERIALS AS 50ON AS THE WORK OF EACH TRADE IS COMPLETED, S. ALL BOLTS TO BE A5TM - A341, SUCH WALLS SHALL BE FRAMED OF STUDS HAVIN& THE 51ZE REQUIRED FOR AS COMPLYING WITH CALIFORNIA OUALITY STANDARDS FOR INSULATING `� AND BROOM CLEAN ANY OF THE DEPOSITS MADE BY "SAID TRADE". b. OVERHEAD AND SLIDING GARAGE DOORS SHALL BE SECURED O WITH A CYLINDER 4. BOLT t3t7LE5 SHALL BE MAXIMUM I / 16 "LARGER THAN BOLT DIAMETER. AN ADDITIONAL STORY. MATERIALS. LOCK PADLOCK WT"r4 A HARDENED STEEL SHACKLE, METAL- OLIVE BAR BOLT ICV 5. ALL BOLTS THROUGH WOOD SHALL USE MIN. I WASHER UNDER HEAD AND NUT, 5. MANUFACTURED DOOR5 AND WINDOWS SHALL BE CERTIFIED AND LABELED IN 1 � 0 f 8. THE CONTRACTOR SHALL FURNISH THIS OWNER Wf'M A BINDER CONTAINING, 5. ( HEADERS ) HEADERS FOR ALL OPENINGS 4 ' - O " AIDE OR LESS IN BEARING OR EQUIVALENT WHEN NOT OTHERWISE 1.pGKEp BY ELECTRIC POKER OPERATION. t-� ALL GUARANTEES, MANl)FAGTUREV WARRANTEES, OWNER'S MANUALS AND 6, LEAD HOLES FOR LA& BOLT SHANKS TO BE, THE SAME AS SHANKS, WALLS SHALL BE NO LE55 THAN 4 'NOMINAL LUMBER, ALL OPENIN65 MORE COMPLIANCE WiTH 713E APPROPRIATE INFILTRATION STANDARDS LISTED IN z N OPERATIN& IN5TRUCTION5. THRF..ADED PORTION SHALL BE 60 % - ?0 % OF SHANK DIAMETER. THAN 4 ' - 0 " WIDE SHALL BE PROVIDED WITH HEADERS AS INDICATED ON ?, SLIDING GLA55 DOORS AND 5FORTH GLASS WINDOWS SHALL BE CAPABLE OF TABLE 2 - 5 S V OF THE ENERGY REGULATIONS. WfrHSTANDIN& THE TESTS SET FORTH IN SEG710N5 670b AND b7a7 OF THE 0 '1, CURB GUTS, STORAGE OF MATERIALS OR WORK IN THE PUBLIC RIGHT OF ?. ALL NAILS TO BE COMMON UNLESS NOTED OTHERWISE: FRAMING PLANS. SUCH HEADERS SHALL HAVE N07 LESS THAN 2 " OF SOLID 6. INSULATE ALL RE - GlRGULATIN& HOT WA ER PIPES 1N UNHEATED SEDGES. R- "'I 1� r 8. MAINTAIN FULL NAILING AND BOLTING, AND USE ALL CONNECTORS. SUPPORT AT EACH END TO THE FLOOR OR BOTTOM PLATE, UNLESS OTHER Lfl5 AN&ELE5 COUNTY BUILDING CODE AND SHALL BEAREN7RY-RESISTANT LABELS. COMPLIANCE WITH THE APPROPRIATE fNFILTRATION STANDARDS LISTED iN �••1�� WAY PEQULRES A PERMIT FROM THE PUBLIC WORKS DEPARTMENT, APPROVED FRAMING METHODS OR JOINT DEVICES ARE USED. KSLAxfNIS CABLE 2 - 5 3 V OF THE ENERGY REGULATIONS, 14 10. CONTRACTOR SHALL PROVIDE A CERTIFICATE OF WORKERS COMPENSATION MirJ' GELLAMOtS MI!wTAL NOTES rv, ( PIPES IN INALL5 ) STUD PARTITIONS CONTAININ& PLUMBING, HEATIN& OR 7. DOORS AND AIN00W5 BETWEEN CONDITIONED AND UNCONDITIONED SPACES ty PRIOR TO OBTAININ& PERMITS. 1. A CORROSION RESISTANT CvJ. METAL WEEP SCREED WHICH ALLOWS TRAPPED OTHER PIPES 514ALL BE 50 FRAMED AND THE JOIST5 UNDERNEATH SO 1. IN LOCATIONS WHICH MAY BE SUBJECT TO HUMAN IMPACT SUCH AS FRAW-LE55 SUCH AS &ARRA&E5 AND CLOSETS FOR CENTRAL FORGED AIR PURNAGES � E -i f t. CONTRACTOR SHALL OBTAIN A SEPARATE DEMOLE71pN PERMIT AS REQUIRED. WATER TO DRAIN TO THE "EXTERIOR OF THE BUILDIN& IS REQUIRED BELOW SPACED AS, TO &iVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION /� 6LA55 DOORS, GLASS, ENTRY AND EXIT DOORS, FIXED *LASS, PANELS, WHICH USE OU'tTV06 AIR FOR COMBUSTION, SHALL BE FULLY WEATHER5TRCPFED. .. THE EXTERIOR PLASTER AT THE FOUNDATION PLATE LINE. THIS SHALL GONTAININ& CONTAININ& RUNS PARALLEL TO THE FLOOR JOISTS, THE SUDtN& GLASS D00R5, SHOWER DOr7RS, T1JB ENCLOSURES AND STORM DOORS $. THE FOLLOWIN& OMNiR65 IN THE BUILDIN6 ENVELOPE SHALL BE CAULKED w 12, CONTRACTOR 15 TO VERIFY THE LOCATION AND DEPTH OF THE SEWER OCCUR A MINIMUM OF 2" ABOVE FINISH GRADE. JOISTS UNDERNEATH SUCH PARTITIONS SHALL BE DOUBLED AND SPACED SHALL MEET THE RE(2UIREMENT5 OF THE UNIFORM BUILDING GODS, OR OTHERWISE SEALED TO LIMIT INFILTRATION LATERAL IN THE FIELD. 2. REFER TO MOISTURE PROTECTION NOTES FOR ADDITIONAL SHEET METAL TO PERMIT THE PASSAGE OF SUCH PIPES AND SHALL BE SR06ED. APPLICABLE EDITION. 15, JEFF R NEWMASTER EXPRESSLY RESERVES HIS COMMON LAW GOPYRI&HT AND FLASHING REQUIREMENTS, A. EXTERIOR JOINTS AROUND WtNDOW RIND DOOR FRAMES, BETWEEN WALL 6 OTHER PROPERTY RIGWI RIGHTS TO THESE PLANS. THESE DRAWINGS ARE NOT TO 7. ( CUTTING AND NOTCHiN& ) IN EXTERIOR WALL5 AND BEARIN& PARTITIONS, EXCEPTIONS : SOLE PLATE5 AND FLOORS, AND BETWEEN EXTERIOR WALL PANELS. ANY WOOD STUD MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 2 5 % B. OPENINGS FOR PLUMBING, ELECTRICiTY' AND 6A5 LINES IN WALLS. BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, A. 6L,A55 LCTE LOCATED i $ " OR MORE ABOVE FINISHED FLOOR SURFACE. NOR ARE THEY TO BE ASSI6NED TO ANT THIRD PARTY WITHOUT E R A F R A 1 N. OF ITS WIDTH. GUTTING AND NOTGHIN6 OF 5TUDS TO A DEPTH NOT GREATER GEILIN6S AND FLOORS. THAN 4 0 % OF THE WIDTH OF THE STUD 15 PERMITTED IN NON - 5EARIN6 B. 6LASS LITES WHEN THE LEAST DIMENSION 15 NO 6REATE,R THAN 1 6 " FIRST OBTAINING THE EXPRESSED WRITTEN CONSENT OF .JEEP P. C. OPENIN&S IN THE ATTIC FLOOR (SUCH AS, WHERE GEEING PANELS MEET {,� NEWMASTELL R, ARCHITECT. 1. A2 X HORIZONTAL ROOF AND COLIN& LUMBER SHALL BE MINIMUM PARTITIONS SUPPORTING NO LOAD5 OTHER THAN THE PARTITION ITSELF. G. 6L.A55 LINES PROTECTED BY A GUARDRAIL, HANDRAIL OR OTHER INTERIOR AND EXTERIOR WALd.S AND MASONRY FIREPLACES,), ' J DOUGLAS FIR ( PP. ) #.2 UNLESS NOTED OTHERWISE. 8. ( BORED HOLES ) A HOLE NOT 6REATER IN DIAMETER THAN 4 0 % OF THE APPROVED BARRIER WHICH WILL PREVENT HUMAN IMPACT FROM BEING D. ALL OTHER SUCH OPENIN65 IN THE BUCL.DIN& ENVELOPE. T STUD MAYBE BORED IN ANY WOOD STUD, BORED HOLES NOT GREATER THAN DELIVERED TO THE 6LAS55URFAGE. 2. ALL 2 X HORIZONTAL FLOOR LUMBER SHALL Be DOJ&LA5 FIR I { U.N.O. ). 6 0 % OF THE WiDTH OF THE STUD ARE PERMITTED IN NON - BEARING PARTITIONS 11. FAN AND OTHER EXHAUST SYSTEMS EXHAUSTING AiR FROM THE BUILDING, 8. ALL 4 X AND LARGER LUMBER SHALL Be DOUGLA:S FIR # i ( U,N.Q. ). OR iN ANY WALL WHERE EACH BORED "STUD i5 DOUBLED, PROVIDED NOT D. GLASS DIRECTLY ATTACHED TO WALLS OR WARDROBE CLOSET DOORS !N ENVELOPE TO THE OUTSIDE AIR SHALL BE PROVIDED WITH BACKORAFT DAMPERS NS 4. ALL GLUE - LAM5 SHALL BE VOUGLAS FIR - LARCH COMBINATION 24F WITH SHOP MORE THAN TWO SUCH SUCCESSIVE DOUBLE STUDS ARE 50 BORED. IN NO AN APPROVED MANNER. OR AUTOMATIC DAMPERS TO PREVENT AIR LEAKAGE. 1. CLEAR ENTIRE SITE Gi R ENTIRE SITE OF TREES NOT TO REMAIN, SHRUBS, VE9t'TAT10N AND CAMBER UNLESS NOTED OTHERWISE. CASE SHOULD THE EDGE OF THE BORED H2. SHOWER AND TUB ENCLOSURES SHALL BE SHATTERPROOF GLA55 OR, APPROVEDOLE BE NEARER THAN 6 / 6 " TO THE 10. MASONRY AND FACTORY -BUILT FIREPLACES SHALL. HAVE THE FOLLOWiN6 : E176E OF THE STUD. BORED HOLE5 SHALL NOT BE LOCATED AT THE SAME A. TJ6HT - FITTING-+, CLOSEABLE METAL OR 6LAS5 DOORS WVERN6 THE DEBRIS UNLESS OTHERWISE NOTED. 5. ALL 2 X VERTICAL LUMBER SHALL BE MINIMUM STUD GRADE (U.N.O. )• SECTION OF THE STUD AS, A CUT OR NOTCH. TYPE PLASTIC. f 1 ENTIRE OPEN NG OF THE FIREBOX. (THIS REQUIREMENT MAY BE 2. ALL WORK 5HAL.L BE PERFORMED iN AN ORDERLY AND SAFE MANNER, NTH- 6. ALL PLYWOOD SHALL BE MINIMUM GD - ee STRUCTURAL I I OR CDX. OMITTED IF SUCH DOORS WOULD INTERFERE WITH DEVICE5 PERMANENTLY 1�) OUT CAUSING UNDUE INCONVENIENCE TO ADJOININ& PROPERTIES AND PERSONS. ?. TYPICAL NAILiN& SCHEDULE SHALL Be PER U,B.G. 25 - P . a. ROUGH WINDOW SILLS OVER 6 ' - 0 " IN LENGTH SHALL BE DOUBLED. INSTALLED IN THE FIREBOXES WHICH ARE DESI&NED TO INCREASE THE �g $. DUST AND NOISE ARE TO BE KEPT TO REASONABLE LEVELS, 8. ALL 4 X RIND LARGER VERTICAL LUMBER SHALL BE MIN. D. F. #I (U.N.O. ). 10. SOLID SLOGKiN6 SHALL BE PROVIDED AT AL HANDRAIL 4 FIXTURE SUPPORTS. } CIRCULATION OF HEAT. ) `* 4. ?HERE 15 TO BE NO DAMA&E TO ADJOINING PROPERTIE5 AND STRUGTURE5. 11. TRIMMER STUDS AT EACH END OF OFENIN&5 6 ' - 0 " NVE OR &RAFTER B. A COMBUSTION AIR INTAKE TO DRAW AIR FROM THE OUTSIDE OF THE 111) 9. BUILT - UP BEAMS. DOUBLE 2 X MEMBERS TO BE FACE - NAILED WITH MIN, i6 d SHALL BE DOUBLED. HEATING, VENTIL.ATIN& AND AIR CONDITIONINCv BUILDING DIRECTLY INTO THE FIREBOX. ( THIS REQUIREMENT MAY BE 5. ALL GROWTH, MATERIALS AND STRUCTURES NOT NEEDED FOR THE FINISHED AT 12 " oz. STA66ERED TOP 3 BOTTOM, 5 OR MORE 2 X LAMINATIONS TO SQUARE IN AREA AND 15 EOUIPPED W1TH A READILY ACCESSIBLE. (" PRODUCT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE BE CONNECTED AITH I / 2 " DIAMETER MACHINE BOLTS AND WASHERS AT 24 " 12. FIRE 5LOCKiN6 SHALL BE PROVIDED TO CUT OFF ALL CONGEALED DRAFT 1. REFER TO ENER.&Y NOTES FOR DESCRIPTION OF FORCED AIR HEATING UNIT. OPERABLE AND T16HT - FI'fTiN& DAMPER, REMOVED FROM AND DISPOSED OF OFF THE SITE UNLESS OTHERWISE oz. MINIMUM 5TA66ERED TOP AND BOTTOM, WITH f 2) AT EACH END. OPENINGS ( BOTH VERTICAL AND HORIZONTAL ) AN SHALL FORM AN 2. COMPARTMENT DIMENSIONS SHALL HAVE 5 " MINIMUM CLEARANCE ON SiMS EXPRESSLY STIPULATED BY THE OWNERS, EFFECTIVE FiRE BARRIER. FIRE BLOCKIN6 SHALL BE INSTALLED IN ALL WALLS G. CONTINUOUS, -FITTING FLUE DAMPER WITH A READILY OF INDOOR. CONTROL. Y 1O. ALL POSTS AND DOUBLE STUDS ARE TO BE CARRIED DOWN 7p FOUNDATIONS. RIND & " MINIMUM CLEAR FROM FRONT OF EQUIPMENT Tp COMBUSTION AIR CONTINUOUS BURNING PILOT LIGHTS AND THE USE OF INDOOR AIR FOR 6. UTILITY SERVICES DISCOVERED DURIN6 WORK ARE TO BE GAPPED OFF AND/ PROVIDE SOLID BLOCKING AS REQUIRED FOR FULL BEARING & FLOOR LINES. AT MiO - HEIGHT AND AT GEILIN65 NTH STOCK LUMBER THE SAME WIDTH AS, INTAKE, GOOLIN& A FIREBOX JACKET WHEN THAT INDOOR AIR 15 VENTED TO THE N% OR TERMINATED iN A SAFE AND POSITIVE MANNER. COORDINATE WiTH THE STUD OR JOIST. 3, COMBUSTION AIR FROM ATTICS IS, TO BE THROUGH MINIMUM 2 6 &RUDE OUTSIDE OF THE BUILDING; ARE PROHIBITED. IL17Y COMPANIES AS, REQtJiRED. t. LEVEL AND PLUM SURFACES, LL ROUGH FRAMING SHALL BE CONSTRUCTED IN A MANNER TO ASSURE TRUE 15. PROVIDE I X 4 DIAGONAL LET - IN BRACE AT EACH 2 5 GALVANIZED STEEL SLEEVE EXTENDIN& 6 " MINIMUM ABOVE THE CEILING IL THE BUILDER SHALL PROVIDE THE OWNER A LIST OF THE USE OF THE HEATING e�- Uf L, 7. ALL FINISHED 6RADES ARE TO BE SLOPED TO CONDUCT WATER AWAY FROM MI%ELL.ANEOL15 LINEAL FEET OF WALL, JOISTS AND SHALL NOT BE SCREENED. COOLING, WATER HEATIN& AND LIGHTING SYSTEMS AND CONSERVATION OR V) STRUCTURES DURING AND AFTER CONSTRUCTION.t�ROTEGTION A&AiNST DECAY 4. COMBUSTION AIR OPENIN65 OF 2 SQUARE INCHES PER 1 , O O O S 7 U (2 O a SOLAR DEVICES iN57ALLED IN THE BUILDING AND 1N57R.UG?IONS ON HOW TO I. WALLS OF 'TRENCHES FOR EARTH FORMS SHALL. BE ES5ENTIALLY VERTICAL. f. PROVIDE BAGKiN& FOR MEDICINE CABINETS AT + / - 'I0 1 / 2 " FROM FINISH S 0. INCH MINIMUM) REQUIRED INTO COMPARTMENT. HALF OF THE AREA 15 USE THEM EFFICIENTLY. EARTH Y40W PERFORM ALL CRIBBIN6, 5HORN&, BRAGt" AND RETAINING OF EARTH FLOOR, TOILET PAPER HOLDERS AT + 1 8 " FROM FINISH FLOOR, TOY`EL BARS TO BE WITHIN f 2 " OF THE C,MLIN& AND HALF WITHIN 12 " OF TIME FLOOR, 1. 6RADE5 SHALL BE ACCURATE TO OJ FOOT PLUS OR MINUS OF FINAL 6RADE NECESSARY FOR THE WORK OUTLINED IN THIS SECTION. 12. A MAINTENANCE LABEL SHALL BE AFFIXED TO ALL Et JiPMENT REQUIRING b ELEVATION5 INDICATED ON THE DRAWIN65. AT + 4 $ " FROM FINISH FLOOR, UNLESS INDICATED OTHER Y415E ON THE DRAWIN65. S. COMBUSTION AIR FROM OUTSIDE THE COMPARTMENT 514ALL HAVE I / 4 " PREVENTATIVE MAINTENANCE AND A COPY OF THE MAINTENANCE INSTRUCTION5 2. WALLS OF TRENCHES FOR EARTH FORMS SHALL BE ESSENTIALLY VERTICAL. ALSO PROVIDE BAGKIN6 FOR PATIO BAR BRACKETS, WARDROBE POOR SCREEN AT OUTSIDE OPENIN(So. SHALL BE PROVIDED FOR THE OWNER'S USE. Ir - 2. ALL FINISHED 6RADED SLOPES SHALL BE PLANTED AND FULLY SPRINKLERED PERFORM ALL GRISSING, 5HORJNG, BRAGIN& AND RETANIN6 OF EARTH HEADS AND JAMBS, AT ENDS OF ALL CABINETS AND OTHER SIMILAR FINISH 6. DUCTS SUPPLYING COMPARTMENT SHALL HAVE I / 4 " SCREEN AT OUTSIDE 13. DJGTS 544ALL BE CONSTRUCTED, INSTALLED AND INSULATED ACCORDING TO UNLESS SPECIFICALLY NOTED OTHERWISE. NECESSARY FOR THE WORK OUTLINED IN THIS SECTION. APPLIED ITEMS. OPENING. CHAPTER I 0 OF THE CURRENTLY &OVERNING UNIFORM MECHANICAL GORE, Q'_ 3. WALLS OF TRENCHE5 FOR EARTH FORMS SHALL BE ES5ENTIALLY VERTICAL. PLATES, SILLS AND SL.E.. E 2. ALL FRAMIN6 HARDWARE SHALL BE SIMPSON " STRON6 TIE " CONNECTORS OR 7. BATHROOMS, LAUNDRY ROOMS TOILET AND OTHER SIMILAR ROOMS NOT PRO - 14. ALL PARTS OF THE DUCT SYSTEM SHALL BE TIGHTLY SEALED WITH MASTIC 4. PERFORM ALL CRIBBING, SHORIN&, BRACING AND RETAININ& OF EARTH 1. ALL FOUNDATION PLATES OR SILL5 AND SLEEPERS ON A CONCRETE SLAB OR ARCHITECT APPROVED EQUAL. VIDEO WITH NATURAL VENTILATION SHALL BE EQUIPPED WITH MECHANICAL OR TAPE, NECESSARY FOR THE WORK OUTLINED IN THIS SECTION. MASONRY, WHICH 15 IN DIRECT CONTACT WITH THE 6ROUNO, AND SILLS VENTILATION CONNECTED DIRECTLY TO OUTSIDE AIR, CAPABLE OF PROVIDIN& 15. THERMOSTATICALLY CONTROLLED HEATIN& OR GOOLIN& SYSTEMS ( EXCEPT WHICH REST ON CONCRETE OR MA50NRY FOUNDATIONS, SHALL BE PRESSURE 5. EXCAVATED AREAS ARE TO BE KEPT FREE OF WRIER. I N U L A T I 0 N FIVE AiR CHANGES PER HOUR. ELEG7RiG HER? PUMP SYSTEMS) SHALL HAVE AN AUTOMATIC THERMOSTAT , TREATED Y40OD OR FOUNDATION REDWOOD, ALL MARKED OR BRANDED BY AN 8. ALL FAN SYSTEMS EXHAUSTIN& AIR FROM THE BUILDING ENVELOPE TO THE WITH A CLOCK MECHANCAM WHICH THE BJILDIN6 OCCUPANT CAN MANUALLY 6. ALL EXCAVATIONS ARE TO BE KEPT MOIST WHILE IN PRO&RESS. APPROVED A&ENGY. W !. INSULATION IS, TO BE R MINERAL FIBER FILL THICK BA7'CS, UNLESS OUTSIDE SHALL BE PROVIDED WITH BACKDRAFT DAMPERS INSTALLED TO PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS FOR ?. FILLS AND BACK FILL5 SHALL BE PLACED IN LIFTS NOT EXCEEDING, 6", COLUMNS AND POSTS OTHERWISE NOTED ON THE PLANS, PREVENT AIR LEAKAGE. AT LEAST TWA PERIODS WITHIN 2 4 HOURS. . 1.4 > K) AND COMPACTED TO LIFT5 ,f0% MAXIMUM DENSITY. 1, ALL WOOD COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARIN65. �l. ALL &AS, APPLIANCES, EXCEPT WATER HEATERS AND RAN&E - TOP BURNERS, 16. 5TORA&E TYPE WATER HEATER5 AND STORAGE BACK - UP TANKS FOR 504AR 2. MINIMUM R - 1 i INSULATION SHALL BE 4N5TALLED 1N ALL EXTERIOR WALLS -r- 0 8. SEE APPLICABLE SOIL fNVE5TIOATION FOR RECOMMENDED SOiL BEARIN& SUPPORTS SHALL BE 0E5f6NE0 TO HOLD THE COLUMN OR POST SECURELY IN OF LIVIN& SPACES, WALLS BETWEEN LIVING SPACES AND UN - CONDITIONED SHALL BE EQUIPPED WITH INTERMITTENT I&NITION DEVICES. WATER HEATING SYSTEMS SHALL BE EXTERNALLY WRAPPED WITH INSULATION VALUES AND EXTENT OF SUB&R.ADE PREPARATION IF REOUIREO, THE SOILS POSITION, PROVIDE I /C6 " CORROSION RESISTANT BASE PLATE UNDER AREAS ( 5UCH AS GARAGE, SERVICE ROOMS, ETC. ) AND WALL5 ENCLO5I1,16, f0. PROVIDE ATTIC, VENTILATION EQUAL TO i / 1 5 0 OF FLOOR AREA. VENTILATION OF R - 1 2 OR &RAFTER. � m 11- REPORT 15 A PART OF THiS PROJECT AND ALL RECOMMENDATIONS T+-IEREIN POSTS iN CONTACT WITH CONCRETE, P05TS OR COLUMNS OF PRESSURE MECHANICAL EBE EQUIPMENT. NOTE ALSO ANY EXTRA INSULATION INDICATED ON OPENING$ ARE TO BACKED WITH GALVANIZED STEEL SCREEN (WITH I7. PIPING IN UNCONDITIONED SPACES LEADIN& TO AND FROM WATER HEATERS SHALL BE FOLLOWED. (THE OWNER WAIVES ANY CLAIMS A&AtNST'THE TREATED WOOD OR FOUNDATION GRADE REDWOOD OR CEDAR MAY ee PLACED FLOOR PLANS AND/OR SECTIONS, MAXIMUM MESH OPENIN& SIZE OF I / 4 " ) , AND SHALL BE LOCATED AS CLOSE 514ALL BE WRAPPED IN INSULATION HAVIN& A THERMAL RESISTANCE OF R - 3 C14 ARCHITECT RELATIN6 TO &EOLO6Y WHEN A SOILS REPORT 15 NOT PROVIDED DIRECTLY UNDER CONCRETE. TO CORNERS AS, POS5iB1-E TO PROVIDE GROSS - VENTILATION. OPENIN65 OR GREATER FOR THE FIVE FEET OF PIPE CLOSEST TO THE WATER HEATER BY THE OWNER TO THE ARCHITECT. Y4000 AND EARTH SEPARATION S. MINIMUM R - 14 INSULATION SHALL BE INSTALLED BETJ?eI!N RAFTERS, CEILIN& SHALL BE EQUALLY DISTRIBUTED. � � JOISTS, AND FLOOR JOISTS ADJACENT 7O UN - CONDITIONED AREAS. !8. &AS, -FIRED HOUSEHOLD COOKING APPLlANGES, SHOWER HEADS AND FAUCETS 5 ce SOILS REPORT BY: DATED: 1. NO UNTREATED WOOD EXCEPT FOUNDATION REDWOOD SHALL BE NEARER THAN NOTE AL50 ANY EXTRA 1145VLATION INDICATED ON THE DRAWINGS. it. CLOTHES DRYER EXHAUST DUCT SHALL BE A MAXIMUM OF f 4 FEET IN SHALL COMPLY WITH APPLIANCE EFFICIENCY STANDARDS. Ce b LENGTH, " TO ANY EARTH UNLESS SEPARATED BY CONCRETE AT LEAST 5 " IN NTH A MAXIMUM OF ( 2 ) ELBOWS. Iq. LAMPS USED IN LUMINAIRES FOR (5,ENET.2AL LI&Fi7fN6 IN KITCHENS AND 4 LLJ ,< N T THIGKNE55 WITH ANY IMPERVIOUS MEMBRANE INSTALLED BETWEEN THE EARTH 4. A CERTIFICATE OF COMPLIANCE SI&NEO BY THE INSULATION CONTRACTOR 12. ALL CHIMNEYS SHALL HAVE SPARK ARnSTER5. BATHROOMS SHALL LUMENS HAVE AN EFFICIENCY OF 2 5 PER WATT AND CONCRETE. AND GENERAL CONTRACTOR SHALL BE POSTED PROMINENTLY AT THE SITE. ( FLUORESCENT Ll&HTIN6 MEETS T'H15 REQUIREMENT ), = ~ '-- L PROVIDE A MINIMUM BAR COVERAGE OF 3" FOR ALL CONCRETE CAST ROOF SHEA114INS 5. ALL SWINGING DOORS AND WINDOWS EXP05W TO AMBIENT CONDITIONS OR I 0 Z Z TO UN - CONDITIONED AREAS ( SUCH AS, &ARA6E5) SHALL BE FULLY HEATHER - Pi i 20. MINIMUM EXTERIOR V4ALL iNSULATION Z AGAINST EARTH (FOR ALL FORMED CONCRETE,). i. OVER NOTED OTHERWISE, P1 Y D 15 SH E MINIMUM 15 7I BE CONTINUOUS STRIPPED, GASKETED, OR OTHERWISE TREATED TO LIMIT TO LIMIT INFILTRATION ®® W M OVER TWO OR MORE SPANS AND [S TO BE MINIMUM f / 2 "THICK AND HAVE 21. MINIMUM GEILINfro INSULATION ;� coNmem SF4f" ae PM ASITM C-190 (Aet 00WAIM PM AS'IM C-99 ). rel°IGRL PORTLAND CEMENT TYPE V, USE 6RADE "G" MIX 1: 2-1 / 2: 3-1/2 AITH PANEL IDENTIFICATION INDEX OF 24 I 0 FOR RAFTERS AT f6 " o.c, AND STANDARD OF THE AMERICAN NATIONAL STANDARD INSTITUTE f A 1 3 4 . I , 1. WASTE PIPING :SEWERS SHALL BE MINIMUM 4 " CAST IRON PIPING, LAID Z C J to A 13 4. 2, A i 5 4. 5, AND A 13 4. 4 1 WHEN TESTED IN AGGOlaDANGE WITH 22. MINIMUM Fi.00R INSULATION MAXIMUM 7-1/2 GAL. WATER PER SACK OF DEMENT f UNLESS SPECIFICALLY 32 / IS FOR RAFTERS AT 24 " o.c. AND SHALL BE STRUCTURAL I AND 11 , ASCERTAIN R UNIFORM FALL OF 1 l 4 " PER FOOT. RU FROM BUILD)" AN SHALL Q NOTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS. STANDARD SHEATHING, AND G -G GRADES, EXTERIOR GLUE, WiTH EDGES A 5 T M E 2 8 3 - 7 $ WITH A PRESSURE DEANDLAB L OF 1 . 5 ? POUNDS RSGERTRfN LOCATION OF SEWER AND INCLUDE RUN FROM BLJiLDiN& AND Le. 3. ALL CONCRETE 15 TO REACH MINIMUM ULTIMATE COMPRESSIVE STRESS OF 2,000 UNBLOCKED. PER SQUARE FOOT, AND SHALL BE CERTIFIED RIND LABELED. CONNECTION TO PUBLIC SEWER. CAST IRON SOIL PIPE SHALL EXTEND 5 0P.51. AT 26 DAY5 UNLESS SPECIFICALLY NOTED OTHERWISE, FEET BEYOND OUTSIDE OF BUILDtNG LONE. ALL SEWER LINES NOT UNDER THE ENERGY CERTIFICATION I✓LOOR SHEATHIN6 6. MANUFACTURER f5 TO PROVIDE A CERTIFICATE ATTACHED TO WINDOW AND 4. ALL CONCRETE SUIT SHALL BE , DURING LY PLACING, A D TH R PUDDLING, TAMPING, I- UNLESS NOTED OTHERWISE, PLYR*OOD COMBINATION SUB - FLOOR UNDER - DOOR ASSEMBLIES 5TATIN& COMPLIANCE WITH ABOVE R OJinMENT5. BUILDING SHALL BE VITRIFIED CLAY PIPE WITH "WEDGE " LOCK JOINTS. J ETC„ NTH SUITABLE TOOLS DURING PL.ACiNG AND T130ROU6HLY Y4aRKED THE BUILDING AS DESIGNED MEETS THE REQUIREMENTS OF TiTLE 2 4 , PART 2 , LAYMENT SHEATHING CONTINUOUS OVER TWO OR MORE SPANS SHALL BE A �1 %°� ` ` �° j� %"� 2. USE " TYPE L " COPPER PIPING FOR HOT AND COLD YVATER PiPIN& ABOVE CHAPTER 2 -'° 5 3 OF THE C A . C IT IS THE RESPONSIBILITY OF THE Ix PEEP' Q AROUND REINFORCEMENT t EMBEDDED FIXTURES I INTO CORNERS OF FORMS. MINIMUM OF 5 18 " THICK TOUN6 AND GROOVE AND HAVE A PANEL IDENTI - t} i T @ V i !® ion T V N &RADE, AND " TYPE K " HARD COPPER FROM WATER METER TO THE BUILDING GOVERNING AGENCY T4 iNFORAA TFtE ARCfiffECT OF ALL THE PERTINENT REOUtREiriENTS 5. BEFORE PC7lJRIN& CONCRETE, THE CONTRACTOR 15 TO VERIFY ACCURATE FICATION INDEX OF 32 / 16 FOR FLOOR JOIST SPAGIN& OF 16 " oz, OR AND BELOW &RARE, DO NOT INSTALL HOT AND GOLD WATER SUPPLY LINES AS THEY APPLY AND ARE ENACTED AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR ® _.. � LOCATIONS OF 104ALL FOOTINGS AND PADS, COORDINATE AND CHECK AITH LESS AND SHALL BE UNDERLAYMENT GRADE : G - G (PLU&GED) . I. UNLESS NOTED OTHERWISE, PLYWOOD SHEA7HLN6 15 TO BE CONTINUOUS UNDER CONCRETE SLABS. LINES SHALL BE HUNS BY STRAP HANGERS. TO INSTALL THE DESIGNED ITEMS IN COMPLIANCE WITH THE CODES AND TO INFORM 0 ALL TRADES TO ENSURE THE PROPER PLACEMENT OF ALL OPENIN65, WHERE IT 15 NECESSARY TO TOUCH THE STRUCTURE, PROVIDE PADDED THE ARCHITECT iF THERE EXISTS ANY DISCREPANCY WITHIN THE REQUIREMENTS BEFORE SLEEVES, INSERTS, CURBS DEPRESSIONS, ETC, RELATING TO THE WORK. 1=RAMIN� PRACTICES OVER TY40 OR MORE SPANS AND 15 TO BE MINIMUM f 12 "THICK RIND HAVE SUPPORTS TO PREVENT SOUND TRANSMISSION TO SUILDiN&. ALL WATER --L ;�G3UNDATION�s YVORiCMANSHIP 2. ALL BEAMS OR 61ROERS SUPPORTED ON WOOD SHALL HAVE FULL BEARN6, PCPIN6 SHALL BE MINIMUM I / 2 " IN DIAMETER. COMMENCING WORK. W 1. PROVIDE MINIMUM GORE REQUIREMENTS FOR ALL FOUNDATIONS. €. ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED, AND BRACED 50 AS TO AND BEARING SHALL BE COMPRMEO OF ONE SOLID SUPPORT, OR A BUILT - B. PROVIDE SOLID, ONE PIECE WASTETRAP AND VENT FOR EACH TUB (NO Q Q DEVELOP THE STRENGTH AND RI& OMY` NECESSARY FOR THE PURPOSES FOR UP SUPPORT CONSTRUCTED IN AN APPROVED MANNER UNL.E55 OTHERWISE $LiP JOINTS) , ACCESS PANEL MAY Be OMITTED UNLESS OTHERWISE NOTED M (n Z 2. ALL CONTINUOUS I ISOLATED FOOTiN&S ARE TO BE PLACED MINIMUM 12" ON PLANS. � +g W INTO COMPETENT BEARIN& 501L OR BEDROCK, WHICH THEY ARE USED. `� 3. PROVIDE MINIMUM ( ONE) #4 BAR TOP AND BOTTOM AT ALL BEARIN& BEAMS AND OIR17ER9 4. A PRESSURE TEMPERATURE RELIEF VALVE 15 REQUIRED ON ALL WATER m LAd '< FOOTINGS UNLESS OTHERWISE NOTED ON DRAWINGS. pq p �y HEATERS. SECURE WATER HEATERS FOR OVERTURNIN& IF FLEX CONNECTORS _I t. THE ENDS OF BERMS AND GIRDERS SUPPORTED ON MASONRY OR CONCRETE P S A L L 8i [ � A , j 4. ALL EXTERIOR WALLS ARE TO BE SECURED Wirth MINIMUM 1/2" DIAMETER SHALL NOT HAVE LESS THAN 4 " OF BEARING. �/ '�/ ��++ ARE USED. SPECIAL STRUCTURAL INSPECTIONS t-1 :5X IO" L.ON& ANCHOR BOLTS EMBEDDED"" INTO CONCRETE AT 6-0" oc. 1. ALL &YPSUM WALLBOARD ( & SHALL YP. BD. ) SHABE INSTALLED IN ACCORDANCE 5. INSULATE ALL RE - CIRCULATING HOT WATER PIPING iN ATTICS , &ARA*ES , I� 14 MAXIMUM UNLESS OTHERWISE NOTED ON DRAWINGS. THERE SHALL BE ONE 2. ALL BEAM5 OR 6iRDER5 SUPPORTED ON WOOD SHALL HAVE FULL BEARIN&, Z WITH THE PROVISIONS OF THE UNIFORM BUILDING CODE, APPLICABLE CRAWL SPACES, OR OTHER UNHEATED SPACES OTHER THAN BETWEEN FLOORS - BOLT WITHIN W OF ALL GARNERS AND SPLICES. RAMSET FASTENERS MAY AND BEARING SHALL BE COMPRISED OF ONE SOLID SUPPORT, OR A BUILT -- PROVIDE SPECIAL INSPECTION BY A CERTIFIED INSPECTOR FOR THE FOLLOWING PER SEC. i � i : W 00 I BE USED AT INTERIOR BEARING WAL1-5 AT 5'-O" o.c. AND ALL INTERIOR UP SUPPORT G01,15TRUGTED IN AN APPROVED MANNER UNLESS OTHERWISE EDITION, AS YeLL AS STATE AND LOCAL CODES. OR INTERIOR WALL5 , TO PROVIDE MAXIMUM LOSS OF NOT MORE THAN 5 0 0 NON -BEARING WALL5 AT 4'-O" oz, (PHILLIPS REDHEAD V4ED6E ANGHOR5 SPECIFIED ON THE ORAWIN65. 2. GYPSUM WALL BOARD SHALL NOT BE INSTALLED UNTIL AV QUATE WEATHER B T U PER HOUR PER LINEAR FOOT FOR PIPING UP TO AND INGL.UDIN& .2 " 1. FOR STRUCTURAL CONCRETE, WHEN THE STRUCTURAL DESIGN IS BASED ON f'c GREATER V) v- Z MAY 3E 5UB5TfiUTED FOR ANCHOR BOLTS AT EXISTING CONCRETE Y4H4ERRE NOMINAL DIAMETER AND I 0 0 B 7 U PER HOUR FOR LARGER SIZE5. INDICATED S THE FOR. ANC Pj �JQR .JOISTS PROTECTION FOR THE INSTALLATION IS, PROVIDED. THAN 2000 PSI CO. ORD. NO 99-10, SEC. 7-1-22 W to < S. ALL WOES, AND ENDS OF T'HE GYPSUM WALLBOARD SHALL OCCUR ON FRAMING 6. HOSE SIBBS SHALL BE 3 / 4 " ROUGH COMPRESSION FAUCETS. PROVIDE GONGRETE SLABS 1. ( BEARING ) EXCEPT WHERE JOISTS ARE SUPPORTED ON A I X 4 RIBBON MEMBERS, EXCEPT THOSE EDGES AND ENDS WHICH ARE PERPENDICULAR TO BACKFLOW PREVENTERS AT HOSE BIBBS -TYPICAL. 2. STRUCTURAL WELDING. < V.- in I. SUS, -BASE : FURNISH AND INSTALL A 2" THICK BED OF SAND UNDER AND A STRIP AND NAII-W TO THE ADJOINING STUD, THE ENDS OF EACH JOIST FRAMN& MEMBERS. ALL EDIvES AND ENDS OF GYPSUM WALLBOARD SHALL BE 7. 6A5 PIPING : 4vA5 PIPING SHALL BE RUN FROM METER SERVICE TO FAU. 2" THICK BED OF SAND OVER. A 6 MIL P.V.G. VAPOR BARRIER AT ALL SHALL HAVE NOT LESS THAN I - 112 " OF BEARIN& ON WOOD OR METAL, NOR IN MODERATE CONTACT EXCEPT IN CONGEALED 5PACE5 WHERE FIRE - RESIST- WATER HEATERS, CLOTHES ORYER5 AND ANY OTHER OUTLETS INOIGATM> ON 3. BOLTS INSTALLED IN CONCRETE. - 5LAS5 ON 6RADE. LAP ALL MESH A MINIMUM OF (2 ) MODULES. LE55 THAN 3 " OF BEARING, ON MASONRY. DRAWINGS. PROVIDE GAS PIPING AND HOOK - UP FOR LO& L16HTER AND KEY IVE CONSTRUCTION OR DIAPHRAM ACTION IS NOT REQUIRED. 2. REINFORCE SLABS WITH MINIMUM 61 X 61 - #!O X #ID ELEG7RiC MELDED 2, f Bf OGKIN6 I JOISTS SHALL BE SUPPORTED LATERALLY A7 THE ENDS AND AT AS NOTED ON DRANN65. PIPIN6 SHALL BE STANDARD WEIGHT BLACK WIRE MESH }UNLESS OTHERWISE NOTED ON DRAWCN&5, 4. SIZES AND SPAGIN& OF FASTENERS SHALL COMPLY WITH THE UNIFORM STEEL. ALL EXTERIOR OR UNDEIR&ROUND PIPING SHALL BE BARRETT • _;. EACH SUPPORT BY SOLID BLOCKIN& EXCEPT WHERE THE ENDS OF THE JOIST BUILDiN& GODS, APPLICABLE EDITION, AND STATE AND LOCAL CODES, FOR WRAPPED OR EQUAL.. PIPING 15 NOT ALLOWED UNDER CONCRETE SL.AB5. b' S. SATURATE SOIL- TO IS" MINIMUM DEPTH PRIOR TO POURING CONCRETE. ARE NAILED 70 A HEADER BAND OR RIM JOIST, OR TO AN ADJOINING r � � � I HORIZONTAL A55EMBLfES PERPENDICULAR TO SUPPORTS, AND AT THIS Y4ASL 4. EXTERIOR SLABS SHALL BE STRUCK AND SLOPED MINIMUM 1/4" PER I'-O° STUD BY OTHER APPROVED MEANS. SOLID BLOCKING SHALL NOT BE LE55 S. VENT PIPING : EACH FIXTURE SHALL BE VENTED AND ALL VENT PIPING ' � Date �f A�, 34t ,24t � LINE, FASTENERS MAY BE OMITTED, EXCEPT ON SHIRR - RES(5TiN6l ( UNLESS NOTED OTHERWISE) TO DRAINS, AND SHALL NOT HOLD PUDDLES, SHALL BE 5Gt fEDULE 4 O PVC . PROVIDE 2 4 GAUGE GALVANIZED STEEL THAN I - 1 / 2 " IN THICKNESS AND THE FULL DEPTH OF THE JOIST, SOLID ELEMENTS OR FIRE RESISTIVE ASSEMBLIES ASSEMBLIES. FASTENERS SHALL BE COUNTER - FLASHING AT ALL VENTS AND PIPES EXTENDING THROU614 THE G • " �\ �^ MASONRY BLOCK ALL JOISTS 8 ' - O " o.c. MAXIMUM FOR ALL SPANS OVER 8 ' - O " APPLIED IN SUCH A MANNER AS, NOT TO FRACTURE THE FAGS PAPER WITH ROOF. PENT SHALL BE GROUPED TOGETHER YVFEREVER POSSIBLE. 1. MASONRY UNITS FOR HOLLOW MA50NRY CONSTRUCTION SHALL CONFORM AITH , Scale 1/4 It S k t-0 tt 3. ( NOTCHES AND HOLES ) NOTCHES ON THE ENDS OF JOISTS SHALL NOT THE FASTENER HEAD. r � ASTM G9O FIN. GARDE M-I UNITS. 9. " SMCTTY PANS "AND DRAINS SHALL BE PROVIDED UNDER ALL WATER EXCEED ONE - FOURTH OF TrIE J015T DEPTH. HOLES BORED IN JOISTS SHALL 5. UNLESS SPECIFICALLY NOTED OTHERWI5E ON THE DRAWNG5, MINIMUM 5 / 8 " BEATERS. ? v, 2. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED OF ONE PART " NOT BE WITHIN 2 ' OF THE TOP OR BOTTOM OF THE JOIST AND THE DIAMETER 6YP5UM WALLBOARD 15 TO BE USED THROUGHOUT THE PROJECT. FOR FIRE - 10, PROVIDE RECESSED K46HiN& MACHINE OUTLET BOX ( TYPE ' E 0 2 " BY `° l Drawn CEMENT, 1/2 ( MAXIMUM) TO 1/4 PARTS LIME PUTTY OR HYDRATED LIME. � . . ' �� ® JN AND THREE PARTS GLEAN, WASHED SAND. MORTAR SHALL BE TYPE "4" WITH AN OF ANY SUCH HOLE SHALL NOT EXCEED ONE -THIRD OF THE DEPTH OF RESISTIVE ASSEMBLIES, MINIMUM 5 1 Pr " " TYPE X " GYPSUM WALLBOARD IS, TECH SPECIALTIES FOR WASHtNG MACHINES AND DRYER CONNECTIONS, OR _._,.__ L a'ti ¢ n ULTIMATE G0MPRES5IVE STRENGTH OF 1,600 P.5.1. AT 25 DAYS. THE JOIST. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT TO BE USED. IN M015TURE - SENSITIVE AREAS, 5I $ " WATER - RESISTANT APPROVED EOUAL. a"` EXCEED ONE -SIXTH THE DEPTH RIND SHALL NOT BE LOCATED IN THE ( "GREEN BOARD ")GYPSUM YALLBOARD 15 70 BE USED. 4 ,' 3. &ROUT SHALL BE COMPOSED OF ONE -PART CEMENT, TO WHICH MAYBE ADDED it HOT MOP SHOVER PANS AND SLOPE TO DRAIN. f" ."' Job "' MIDDLE THIRD OF THE SPAN. 11'' , , NOT MORE THAN 1110 PART HYDRATED LIME OR LiME PUTTY AND 2.25 TO 3 , " d - ' a `' PARTS SAND. 4. ( LAPS ) JOISTS FRRMIN* FROM C3PP05fTE SIDES OF R BERM, GIRDER, OR 17) - f 4. ALL RMNFORGCNG BARS SHALL BE WIRED SECURELY IN PLACE PRIOR TO PARTITION SHALL. BE LAPPED AT LEAST 4 " OR THE OPP051TE J015T5 �e Sheet POURING OONCRETE. SHALL BE TIED TOGETHER IN AN APPROVED MANNER. 5. SEE " METALS" NOTES FOR ADDITIONAL REINFORGiN6 BAR REQUIREMENTS. 5. ( FRAMiN6 ANCHORS ) JOISTS FRAMIN6 INTO THE SiPE OF A W00D &iRDER l d% A,ml SHALL Be SUPPORTED BY FRAMING ANCHOR5 OR ON LEDGER STRIPS NOT LESS THAN 2 X 2 . Of - sheen RZAR r a 20'X♦ - 1000 1000 = 550 506650 r r�i 4n II"dd" I I �Q 4t) 1 I r � c I � m PROPosE>7 covER � g AL MINAWIM 26W SG 56'-2" 4036 SL 4056 SL 4040 SL + 4 � fl d 2 11 _" �. PANTRY OVEN 6P DW if +4 UTILITY ROO + 42 i �2 .. ----- 1 I, _ I I t)I N I NG ROO III �� I FAMILY J�Qo 5/6" iYfe „X- &Y WM AALLSOAR0 ON ALL bNMR STAIR WALLS ND CEILING I , LIN ::4: LII�I E COF I I I =CC II CI # II n ' fill t 4040 SL 4040 5L 3O 0 SL � O �40365% 111 LIVING 400M { I i Cif � I 1 I I iL I CC.��� I p �3Fv 60M II I - II 4 SL II._2 r li""4u 5 —61f 5'-O" 2'-6" 15'-111" su®® ar seer r® +■rno� arr waru► 4 551-4" SIT E 50-fig L E 1 14 11 w I I -0 11 a IX v } v 5'-0" MIN. VERIFY ALL CONSTRUCTION WITHIN 36" OF PROPERTY LINE TO BE I - HOUR CONSTRUCTION ALL 53 NORTH .-0S REVISION 0 �Q A M � DC 0 G� w � C�0 2 w Co C) Tom-+ W Cfl Co C\2 N F� 1 i w > rn — o a C14 rn ) 01 < W < z Z Z ® WM Q 00 © U - ® > a U- — V U W o �-a 2 +xLj mZ H LAJ fV Cr. Co Q < — VJ Date MAy. 3, 2005 Scale I! 411 = I —011 Drawn JN Job — Sheet O Of Sheets 'A" 0ECKs C.OATINa i3YSTeWi Gi ;"i or LOS A414SELeS RMAR N 4 24Soq Cam. STA"M FIR !4AAP_".AL L1ST"1. 41'M-1 _1'0fl00 NEVS! #- ORIZON.T4L FAA IN ATTIC, CZilt"►► 1. DO-UBLE JOISTS III IIII • , Ti SUPPORT 2. LEVEL PLATFORM WITH NON-COMBU'STASLE FINISH. 5. 50" MIN. ACCESS. 4. L16HT, SWITCH, OUTLET. 5. SEISMIC BRACES OR ANCHOR UNIT TO 'PLATFORM. • s:°rR�S M I � ° - --' -• X i i f S° S ALL TO RE-1-INN x1✓ T INS ;,N I L- 10 BL R C's`OVEL -�-� L l TNEIN CF_ L{i6 VHOUINMELli�HT FIXTURE I NEYi v4A L MOUE LI -PHT ;FIXTURE ° f ? s NIEV4 VVPL /X OUTLET l-a-+ vt_ jS% IiiWi r'ffiE� SF`!0l1ls'.. 1—T Willa A�CO R^� ° A� IN p I ! (V I 10" f�00 45ie(V.a�Q�� k0 i r + SL 91- 5r,ALE I/4it = I ,_0" ON � ca gW 0 Z z ® W e Z 00 �- U- 0 0 ce > ® cy v w W < :2 (Az z ® Bf9 a— fn r Z cr co q[ Q .— V8 Date MA9. 5, 2005 Scale 1/411 s I taiyn Drawn JN 1 tV1 Jab Sheet Of Sheets ®NEW 30 yr. COMPOSITION SHINGLES. " CELLOTEX PREr..�' 10ENTIAL SHAKE", OR APPROVED EQUAL, OWNER TO SELECT COLOR. I UL GLASS A ROOF ICBO # 05462-412, EWI&-&10 TYPE 1, EXCEEDS REDUIREMENTS FOR ASTM 05462. ALL ROOF FASTENERS SHALL Be INSTALLED PER MANUFACTURER'S INSTRUCTIONS. FASTENERS TO RESISST WIND LOADS FOR WINDS OVER 60 mph. OG BLDG. ORD. NO. 4141-10. PAINTED I X 4 OVER 2 X IO WOOD FASIA BOARD. 24 GA G.I. WEEP SCREED MIN 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS �4 ROOF DRAIN AND GUTTER t - t NEW VINYL SLIDING DOOR W TEMPERED GLASS I2 12 [i] 24 GA. GI. FLASHING AT ALL VALLEYS AND FIREPLACE. 1-91 EXTERIOR PLASTER, ( 7/6" STUCCO ), OVER PAPER SACKMETAL LATH, ( 2 LAYERS OF GRADE D OVER ALL WOOD BASE SHEATHING) (� } 4 () ED NEW GLAZING WITH VINYL FRAME WITH PAINTED WOOD TRIM (� IS" 1/2 ROUND DORMER ATTIC VENTS ( a.2 SF MIN. REWIRED) 4 (TYP) 10 I X 6 PAINTED HARDY PLANK SIDING SHIPLAP 9 q t I 6" X 14" SUB FLOOR VENTS I ®------------------------------------------------ --------_____ -`--_- - -- -----------.----------- ------ ---_-------------- 4 ____--_ _ _ _____ ______ _______________________ ______ _ ___ _ ______.-_ ________ ______ _ ------------ 5fnI --------- -------- ----------------- L ------------3016 S----- - ---------------------------- --------------- I ------ Li ------------------ ------------------ ------------------ --------------------------------------- ------ ---------------------------- ----- -------------- -------------- - ------------------------------------ I 40 H_----__4040 SL___-_----__.- 1040 3?H------- --------------------- ---'5- 06$ SOL GL ----------------------- ---- -------------------- -- Q - ------------------ ---------------------------------------------- ___-_-_---------______-__---------------- ------------ - -- - ----- ------------------------------ --------------- - -------------- -------- 8 -- ------------- 1® - ---------------- ---------- ------------------ - ----------------- ------------------ ---------------- '-' ---- ---------------------------------------------------- ----------- ----------------- ---------------� - - --- -- ---- ------------ ® ® ® 11 5GALE 1/4tt 1 t_Ott 12 12 ® iL ------------ __ ® - - - --- �r�..�r� _-_ __ ___________ - _____ ____-_ ® __ If It SOW SL ----- _ .------ -------- - ----- - TEMP- _ _ - ----- yt�� �����I�C� I � �I ■ II I 1�� �� IV is. • .. t ------------------------------ .-_ -- -_ _- - _ T- - ------ -� -- -- -- - +---------� _ ___ ___. ___ _ �__--------- - - ' -- -- ;------- , --- - r - - r - 1O--------- - ---------------- F ----- ----------------------- ----------------L -------------------------------------------- -- -------------------- - _____.-_________ ____________ __ _________________ _5--_______ __ r____-_-_____-_,.____-______-____-___-__-_________-_-__-__-_-_--_-__ ________-__________ __ _____ ___ _______ __ - ___ _ _ ..____ -_ ____ _ �.__- _______t._________-____________________ _ _ _______ ,______ ___-- ___ ___._- _ ______ ----------- --- ---------._.>-_,.o _s�._=__<_� =- a_- ax -='_- -=' - _ _��- �_�._m_�- --o,�l >-- �__�_`--_= __--==_�__ -____._ 5040 SL 5O40 SL 4036 SL I tt-" ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------- ------------------------------------- '-------------------------------- 6040 SL---------------------------------------------------------------------------------- 4640 SL---- - JL -------------------------------------------------------------------------- ------_-----------------------___-------_-------------------------------------_-------------------------- ---------------------------------------------------------------------------------------------__----------------_---------------'----------------------------------- MIT -- - - - - --------- ----------------- ---- - - - - ---- - __fEA�P - - -- - j' - --------- ------------------ ---------------------------- ----------------- ----------------- ------------------ ------------ --- --- - ---- - --- -- ----- -_- ------ - ------------------------------------- _------------------------------ - 8 -- ---- - ----- - - - - - -- - ❑ - - - - -- --------- - -------------- g-------------------------------- t, t-------- -------------------------- ---------------------------------------------- - - - -- ---- - - - - -- - - -- ---- - - - --------------------- -- ---- --- 2 ----- ------------------------------------------------------------------------------------------------- --------------------'-------------------- --------------------------------------------------------------------- - ------ --- ----- ---- --------- ------------------ ------------------ - --------------- ---- - -- ® - - - -- - - - - - rr-7�Tz=i1 4040 SL 50ALE 1/4" — 1 I -oil 12 4 (TYP) 0--rl-77-r7 12 4 (TYF'.) u I u El � LLi:� 1 __..--------------------------- --------------- ____________________________ ._-________-___LL 11 11 1 o----------- --- L --- -- ---------- -- - ------------------------ ---- -- ---- -------------------------- ---------- --- -----------------`"- � ------ --- 1 8 1 IO El - __ _ _______40 _ - -------------------__ __ _ 40 SL __ _ -__-_ ________ -__ ___ _ --- 4040 SL--------- -- - --------'---- -- 40 S-- ------ - - - — -- --- ---- ---- - - - ---------------------------------- JE �' i r ----------- - to ---- --------------------- „r, 4w 4056 SL 2666 FR OR ` X�v, � k ' x 3 @jole? IRW V, s x REVISION t�- �.T. 0 I E-' cv P^�! z Lo Fri ryy • ��•s co co Z o cv CD Lo 1fJ z N E-+ W M M 0 1 M r M I W `.+' M 0 c r VI LAJ /y Z a WCkt aryr to z U O Lis- 0CLI U r ) 0: .`� d U J W O N W W W z d 1~y J Q 1- 1 •3' d z cn w v z Date MAy. 3, 2005 Saate 1 4tt = It—ott Drawn JN Job Sheet Of Sheets A/ 3- if2 " G REDHEAC?a (D 5ECT I ON E -E - -: �.` .TLI... m ,..►, ,.. A > ,. FV. FW-MITO HANDRAIL PER PER ARC44 PLAN u ;12 HANGERS TYP. DBL FRM'C7 STRINGERS TYP. 4 (TYP) 4 (T(P'.) -GT ir IF ------ - - - - -- -- - ----------..-----__ - -_------_-«_____ __�--------- - ----- - ---_----..--_------ - ---__--_-----__-_ _ -- _---------__-__ ___ _-__---_-_---•-- _ -- __----_----_..._..- ___-___--_••__••___-----_••-_---------•-__----_ -----------------------------------------------.--.•_-----------------,._..,_----_------------------------- ------------------------------------- - - ---_-------------------------------------------------- - - - - --------------------------------_-•-----•-------- __--.-----•--_--•-------,-----------------------------------_---_-••---_-------__----------..._....---__-_----_------____-----__---••___.__-..-----____-_----_ _--_-----•---------------------------•-__------_----------____.-__-___-----_-_------.--------_-...-----..._--•-----_--_------------- _ -- ----- --- ------- - --------------------- - - - - -- -'---------'-------------------------------------------'------..__..--------------------------------------- --- ---------------------------------------------------- --- -- ------------------------------------------------------------------------- I_ HOUR FIRE RATED YrAL.L ----------------------------------------------------------------------_ .� ------------------------------- - -------------------------------------- ------------------------------------------- ----------------------__-_-------------------------------- --------------------------------------- ----------------------------------------------_--------------------------------------------------- -------------------------------------------------------------------- - 3 - &ARA67E 5OUTH ELEIVATION ( REAR--, 12 4 (TYP) a✓ CA i„_ E 1/ 4 11 = I I— 0 11 is a lrrP.) fit, 017E ,S NEY�I 30 . COMPOSITION SHINGLES. " CEL LOTEX PRESIDENTIAL SHAKE", OR APPROVED EO UAL, ONNER TO SELECT COLOR. UL CLASS A ROOF ICSO # M462-A2, D301"O TYPE I, EXCEEDS REOUIREMENTS FOR ASTM D3462. ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 1ASTENERS TO RESISST VINO LOADS FOR NINDS OVER 60 mph. OC BLP&. ORD. NO. 4141-10. PAINTED I X 4 OVER 2 X 10 NOOD PASIA SOARD> 24 GA G.I. Y4EEP SCREED MIN 4" ABOVE EARTH OR 2" ASOVE PAVED AREAS F41 ROOF DRAIN ANO GUTTER El NOT USED Lbj NOT USED 6" HARDY PLANK SIDING L: ! NEN GLAZING N1TH VINYL FRAME. El 24" 1/2 ROUNV DORMER ATTIC VENTS 4 (TYP) �2 4 (TYP.) I� .�-- �- 4 (TYP.) SCA L E I Z 4 11 = 1 1 0 11 12 a (rrI-> 3066 5C 4040 SL 4 k 0 A L L I/ 4 to= I I_ 0 It R,EVISI.ON � 0 0 z � 0 W aC } �Y00 U m rs to CO v p CQ C0 W a LO E-+ Yl 1 M P- M I P- > M 0 �i ® CV U Ce Li 11y Z Z Z Z 00 a Cr. 0 > La. C.i iad 0 M LLI Z P z LLI® Op F— (Ai *— Z Gt'. 6d3 �vC Date .BAN. 90, 2005 Scale 1/41I = II —off cad/ Drawn JN Job Sheet L� Of Sheets 2001 AS 970 ResMd4-nWi1 Eneng ,Y LL8 3 of 3) CF-1R CFRTIFICATE OF CONIP -NCE: RESIDENTIAL - * I " 11�11 d0f Notc N-3 AIM, 9.)&a Ft-�Zetw-- ;:-Oend- !,c a U d aa I the: v saOngy� vc,P -elir 40FI-W-M, M-d �ft- f Vhf"� 8, �e vr, au 0 exi-,Wd Duct ;�Jrd- �al, r i �;Jfg-,,, "D �W,5;,,st be 171 e-1)2. 1��!�.at ncd 1E It �4, n 2 P11.1 , -'- " " t,- � nz-cu re 1- 5 i� v4 A", 0,eflink awis;;� 1"'L cafiTo, niz C.ji ja, -�T te Zone at ts to Npv---i thian 111be 45,pLid -SRS :-�!26er" _v, - �j ON d Pd R; S dioner 55. an.,rui,' E-�nerqy ffi%':1:114fln-1�7.11Y U -J4 ai.'Jt� ri 9-,,a�� 0 ,nhar Packi4q ,e j! 2 4eatu f, d1ka-,"i" zt,� �av d e n M t R:lAd ja-mmairy 4,� 2091' 1-6 CONIPLTANCESTATEMENT This. certificate of coMp C Wbui dinz"Folz(OTWS AM pOrfom- anIce sp.406�aticasze,;dtd to cvmply-with ljon e 44ps th, Titta. 24, Partm I and 6,of ffie Califorra'a Code of Rctalatjon�s, and tha ad=, nistr&tive regulations to imp] em, ara them. This �cetfiffcs-te, Wm� b6cn signed bythe. indiVidual wifth ovemll desip responsitliljty� The Amdgmigngd recognize that U-Sinig and TXVs (or Oxrnmis�ion'approved. equivajen:��.) T0q1j;jj-e$ j� wta"flel- t-es-tin,g and cerltification and field ved-ficaniorL by an ap r ved HERS rater., Mow Designer or Owner (per 8-usiness anii- Profem,10-n-s Cadej Documcntittion Author NW#41 RO"r AND NORMA ; RUIZ JEFF NEI/�MASTER 01/�NER ARCHITECT IRIVE 242 RO-'rr-,,ROFT AVE. I(bla �NEST CIVIC CENTER 2, .......... ....... .............. SANTA ANA, CA `:`12-705 LONO 5EACH, CA ciOaO5 Lie.. #,� tsign=Y0 f do.-) rtipaturv) 0=19) Enfortetrient Agency Title,, A. IJ-005 JAN. 501 200=0 ST N0ft1J"W:h#*m41,W, amm"d1k 4m: wdo WON: memft ftom, Woon or w I C44 tiel kin C auto A as Tbom"M 'Typ* W ft"V� L Ohm 1 11cmWow kC, 40fi, 'tor-Ation: ..... so AO�-- t.,pw .0quiva 04 M Q C 0 AAvM0wPa&av Ptams &T Poo": 4kNotaw z R tkW WA ww: ftkooer vWfiWd" 1*00vWY sw�' 14"AWWa, MAW" -K w *I *0W IM, 01 0- J4 uqw "atowlt tak- m x: AT*� wm ya a mvwft. firtmut, Ckago C=d D. r �4, ar�v.io 'I �ioo ts Air ra" lana 0 "r 0 swien R 6"I"114,q 'go VIP MANDATORY MEASURES CHECKLIST: -RESTUNTIAL, (rage j�qz, ME-IR ------- : . ..... Seat0d. Note, Lowrix- residontial bvildliq$ sub"Oet W ft, Sikan&M- A nag zo-Min MWc-,M*=We1 rtgardim ortho cooV411mi'a Ch ustd. 1� 4 0.4 B 41751 R Seeled 1"wim =mtkad With an waisk nuy be, s-upmg&.4 bYM0M..:sW:n8v#*� m'mvj*Tw:c r;qqkemr. 0 1-400 On th*' C0 ili� of I C*n-Tq1iwco- Whzn z,1h4-eh=kBt is i'aaarpooted-1 Into the pcnW4 do=nnr=Sj ft ftatusts U�tod- Shall -*e conaacmd. by,W1 panicis, as Sealed ps f9t tht feandatory ==Tts Whekber they -aft- �Showrt 41u:,Wb.rft- in ft: doct.3mra's rj 7 -0-4 1 P-751 ..... . 0�, 775g' �Se - �d7 Txv Or on this Qbccklim buly- --Re S',ealed TXV RB 0�65-Sealed 0 7XV tvIAXNUM FLOV� RA7E STANJ�)ARI:;)S 'i ta Wt boxe-swben completed or vater NYAif not applicable, Instructionza, ch%I or in d I app,11,6. 'I I I GA 1�1 MB 10�65 Sealed t TXV RD TXV vFGRCE EN -NT I DESCRIPTION ME 11 3i 1 0. 4 1 Se T� -------- Y4ATER CLOSETS: 1.6 &FM 7" sew - ------ gea I —ed —T5�V- j Q14 I RB tQ, Sealed 51-10�NER HEADS: 2.5 SFM IS Conditioning, Water Healing and Plumbing, $'-Iem Me r Put LAUNPR"Y' FAUCETS: 2.2 (:51=M E A, I I il u c 4 s a nc p Im. tyrss, insta I 1K, timl *4 4 nd i -t z ��4�td lurm thim tq i a 4ctuat 0 f tht 0 9 9E clvc scf= . ud S 43 a da rd 3 --� diu-C U'l =W awd, I a a ;mi ni mwn i n-.44 11 Q 1 "-4 fo- R. -4 � I i in cvndiumd v.pice. Glwtinp 0�-4.13 W mlod Widl lrwifi�� tafe" lwoal araLsm orwha dw-doswv� 5INK FAUCETS: 25 (5FM 5�sttm *g �rwq. ft& apph=bIg vequimnena.*FVL 8, UL I StA, or Ll 18 IS, If rnww. cc tape is ugd I I �1 used. md. -, h. i - mlvpm- inp grmw dkut kAig Wka Bwilldivg toNdrift-OW1 rot' W zed fW wowr, nv..=rA6-TW4 am Tbi nta And W=a of 44�a� 4y zt in, i a c avmb i i a t i cm wi d i u i c aftd da wbmds, 6% Maximum Duct Leak -age 1 0mvity. v�:othtir& s)Mows w.-,ng 4 414t4d space, 112ve raid--T awmak ti Tftddy '11fli I !!111 !T!1i 1 qi c wnpcn, PROVIDE MINIMUM 5TU5)/RAFTER SIZIN& TO ACOOMOI�>ATE INSULATION. qu�r tnd Sps iftitInt Systemsand V Mcnt, To obtain compliance credit for sealed ducts -y sm ri s 5; e �-1 i rm"?, W i I h I t �,i� f�wrn A &,ft Op A� Y" 64-- 9.17f s wi W t 14h M m, r 0 P �g r-, ti n i a, I I rw 10 W -�n 0 PROVIDE I" MINIMUM CLEARANCE BETY�EEN INSULATION AND ROOF h4r�ilng =d rwpUot light, all duct systems mu�st be sealed and duct 2- $pwtm. �s wsaatkd wift N A leakage of less than 6% 5HEATHIN& FOR RAFTER 5FACE VENTILATION. '. � flit k3rpj"�irtg vma rd n.-iust be confirmed through fielid verification and AHERE RAFTER 5FAOE VENTILATION 15 REGUIREI�), PROVIDE: I PfW opk'i�tnk dl m"fioi 4 a I Weli and i c i, OWN gi'o, 4 pwnp. im;� s W 00', 'ii2 diagnostic testing. R-50 2XIO, R-Ici 2X& R-13 2X4 I I 'N 0,.,5 rind ce-wal fiaravrs, pwl 1-440fs� *4 �Wwa Or hmmchotd vt&ft, a N A BAW%1A Lighting AUMTIVYI; . ........ o-,w 0 Rkhank in ki ch-m A'all hwWre It"mps Will r4olun-mvaj wa gc: by a �switz;tp qn Q ................... . . . . . . . . . . . . . an trmr= to fto k;#he-gi, drkuy of 40 lum=Wwar px tt-, �Mkhod ZA �he imla-ua ga the Emin V. one Qf k c 44emoOts, t* 941 m reeM4 C til in F- fixtutTA, at rAZ i=, 11 t ion C*-� gj, g-A MINIMUM EXTERIOR 1,NALL INSUI ATION R 13 MINIMUM C.EILIN67 IN5ULATION R 30 MINIMUM FLOOR IN5ULATION R 19 "am -01h. "Soft TITLE 24 EN=R6*'%'r CALOULATION5 ANP t-00)rq%%%M5 CEIMfICAU 01 COMMIANCEtIR Q MN f -* A 2 -7 1� I Averap Wiig Hti Con,&WaW Flow RAIZ C",Wk-iomd Floor ov-v:g "A Oaildlii T &4k- FWn* Ad lk-W IWO f'W-W f All 0d&TtwfiWW az F�Qq C am, Typc 4 24- - E -1 &.1 N ,�NIIAN�,1')-Xf,ORN!MEA,S-.URESCH�ECKLISTi-P',ItESI.D�tN.T,IAL. N6W 7i- nft, Han W&C. ss tw-sumiorv;i: cbm... k or inia4l'st ap AM ilfxwt v53- lwwroj rhw*d w-14 i�t -ftlni"Iva t -#A" §1 M-411 %�qb -ftlg iAWAA�W. - Won, ino vowAt'n O-J%, Or om-, 41 T 0 A"d wwt�&6� 4p*�* sw4o& 1-14kWn Im 0a 6M. VWI M 9*4 -MAI t1ftAWVlEA- VM4"t-m Quanix, pq,��k,�vv fin zm4i Axivond ma wil, �*t -4 si;ih, a d 0 ova" t# I�Mtl 4 T. 4g." ge. oft wow Amum M d, g�,n� I ndk I d� I;v R vrt au:' to M"p �A. 0. jvd 14 J. r4 ft I f,4,4 -, W-"j A� ipsokv wQ. r ompa at" vw,�,I� j we A;5fl#.AC SNACNA o�.ACQA., IR,50(h)i I ft�-, 5, 1'�ko 44, lh"gw I wk,, MOV U ;,z,h 4W0;"k-4VM$A,2 Am 4. %4*�-'xp tu' AW, 1W q'sm M., `�i , � , . �F v W, W % , cm -Mt -qsl M.- ppn n n ti 1P.-I"m 4T, F i owtu'aw 4. �17------- ---- 4,, '7 �Aj 1W V Z -3 REVISION a4 to 0 E--i - M al 0 > Z to e, 0 0-4 �-4 0 cc) F-i z 0 CQ to z E-4 U') v- > W C14 D W < X. 0 z Z Z 0 W jr Z 00 LL. 0 -j 0 > 0 < :2 W Z < Lai Lai Z M (C.) cx V) Dote JAN. 50, 2005 Scale NTS Drawn Job Sheet Aemb Of Sheets GENERAL NOTES 1. EXCEPT WHRERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE PLANS, WORKMANSHIP & MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE U.B.C. 2. THE PLANS SHALL BE REVIEWED FOR DIMENSIONAL & EXISTING SITE CONFORMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE ARCHITECT & ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 3. WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS. 4. ITEMS IDENTIFIED BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS. 5. NOTES & DETAILS ON DRAWINGS SHALL PRECEDE THESE GENERAL NOTES REMODELING NOTES 1. PROVIDE ANY SHORING & OR BRACING PRIOR TO REMOVING EXISTING WALLS, BEAMS, OR SUPPORTS FOR CONSTRUCTION. REMOVE SHORING ONLY WHEN NEW SUPPORTS ARE IN PLACE AND SECURED, 2. PROVIDE RED HEADS INTO EXISTING CONCRETE AT ALL SHEAR WALLS PER MFG, SPECIFICATIONS, SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. 3. PROVIDE SIMPSON ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE DOUBLE TOP PLATE. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON DRAWINGS AND PROTECT THEM FROM DAMAGE.. 5. DO NOT CUT POST TENSION SLABS, CONTRACTOR TO DETERMINE EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION, 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS FOR FOOTINGS, BEAMS AND JOISTS, SIZES LOCATIONS ETC, AND SHALL NOTIFY THE ARCHITECT & ENGINEER OF ANY DISCREPANCIES. 7. DOWEL NEW INTO EXISTING SLABS W/#4 REBAR @ 24" O.C. AND FOOTINGS W/DOWEL SIZE TO MATCH EXIST G REINF. SIZE/LOCATION. ENGINEERING NOTES 1. CONCRETE SLABS ON GRADE HAVE NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER. 2, THE VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER, 3. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING SHORING,TEMPQRARY SUPPORTS ETC., iS THE SOLE RESPONS- IBLITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED . BY THE STRUCTURAL ENGINEER, THE CONTRACTOR IS RESPONS- IBLE FOR THE STABILITY OF THE STRUCTURE DURING THE ENTIRE COURSE OF CONSTRUCTION. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR FIELD INPECTION/OBSERVATION OF THE ABOVE ITEMS, 4. ALLOWABLE SOILS PRESSURE TO BE A MINIMUM OF 1000 PSF UNLESS A SOILS REPORT IS PROVIDED. SOILS IN THE BUILDING AREA & 5 FEET BEYOND SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION PER U.B.C. SOILS REPORT BY: STRUCTURAL SYMBOLS Q INDICATES SHEAR WALL, SEE FOUNDATION & OR FRAMING PLAN AND SHEAR WALL SCHEDULE FOR TYPE, SILL BOLTING, SHTG., ETC. NOTE: FOR SILL BOLTING AT EXISTING FOOTINGS USE "RED HEADS" ICBO#2156 THE SAME SIZE & SPACING AS CALLED FOR ON PLANS (MIN 2 3/4" EMBED). ® INDICATES POST (BELOW BEAM) MIN. POST SIZE/TYPE AS FOLLOWS U.N.O.: I BEAM SIZE POST SIZE 4 X 14 & SMALLER 2-2X4 W/16d NAILS @ 12" O.C. 6 X 12 & SMALLER 2-2X6 W/16d NAILS @ 12" O.C. 4 X 16 & LARGER 4X4 6 X 14 & LARGER 4X6 FURTHER TY SEE HOEDOWN DETAILS AND TYPICAL WALL FRAMING FOR POST SiZE REQUIREMENTS. POSTS ARE TO CONTINUE DOWN TO FOUNDATION, FOUNDATION NOTES GENERAL 1. SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER U.B,C, (90%) RELATIVE COMPACTION MINIMUM OR AS PER ENGINEER. 2. THE SOILS ENGINEER SHALL INSPECT THE FOUNDATION PRIOR TO POURING OF CONCRETE AND SHALL VERIFY THE SOIL BEAR- iNG PRESSURE TO BE 1000 PSF MIN OR PER THE SOILS REPORT. 3. NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A PERSON SHALL BE REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMIT. 4. THE MINIMUM BOLTING FOR SiLL PLATES TO FOUNDATION SHALL BE AS FOLLOWS: 1/2" DIAMETER ANCHOR BOLTS WITH 7" MIN EMBEDMENT IN CONCRETE WITH SPACING NO GREATOR THAN 4 FEET O.C. NOR FURTHER THAN 12" FROM CORNERS (MiN 2 BOLTS PER PIECE). SEE THE FOUNDATION PLAN & SHEAR WALL SCHEDULE FOR FURTHER BOLTING REQUIREMENTS 5. PIPES OR DUCTS THAT EXCEED ONE THIRD THE SLAB OR CONC. WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONC. NLESS SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR ELECTRICAL DRAWINGS FOR LOCATION OF SLEEVES, ACCESSORIES, ETC, 6, PIPES MAY PASS THRU STRUCTURAL CONC. IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. 7. PROVIDE 3/4" CAMBERS AT ALL EXPOSED CORNERS & SEE ARCHITECTURAL PLANS FOR MOLDS, GROOVES, ORNAMENTS CLIPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE, AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. 9. LOCATION OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE 1. UNLESS OTHERWISE NOTED ON PLANS CONCRETE SHALL BE TYPE I WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSi IN 28 DAYS. CEMENT SHALL CONFORM TO A.S,T.M. CX-150 FINE & COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-33 REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE GRADE 40 IN ACCORD- ANCE WITH A.S.T.M, A615 UNLESS OTHERWISE NOTED, 2. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF REINFORCING BARS. 3. BARS NOTED AS "CONT "TYPICAL WALL REINFORCING AND VERTICAL COLUMN REINFORCING SHALL HAVE A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN MASONRY OR 40 BAR DIAMETERS MINIMUM 1N CONCRETE., 4. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. OTHER SPLICES SHALL BE APPROVED BY THE STRUCURAL ENGINEER, 5, SPLICES IN ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED 4 FEET UNLESS OTHER WISE NOTED, 6. PROVIDE DOWELS IN FOOTINGS AND/OR GRADE BEAMS THE SAME SiZE AND NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A MINIMUM PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. T ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACMENT OF CONCRETE OR GROUTING OF MASONRY. 8. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE - BELOW GRADE (UNFORMED) 3" CLEAR BELOW GRADE ((FORMED) 2" CLEAR WALLS 1" CLEAR COLUMNS 1.5"CLEAR BEAMS AND GIRDERS 1,5"CLEAR STRUCTURAL SLAB (ABOVE GRADE) 3/4-CLEAR 9. NUMBER 5 OR LARGER REINFORCING BARS SHALL NOT BE RE -BENT WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. CONCRETE BLOCK MASONRY 1, CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C-90, GRADE N UNITS. SEE ARCHITECTURAL PLANS FOR TYPE, PATTERN AND JOINT DETAILS. 2, MORTAR SHALL BE AS FOLLOWS: 1 PART PORTLAND CEMENT 4 PARTS SAND 1/4 MIN. TO 1/2 MAX. PART HYDRATED LIME 3, GROUT SHALL BE AS FOLLOWS: 1 PART PORTLAND CEMENT 3 PARTS SAND 2 PARTS PEA GRAVEL WATER SUFFICIENT TO ALLOW GROUT TO FLOW INTO ALL JOINTS, 4. CELLS SHALL BE IN VERTICAL ALIGNMENT TO PROVIDE A MIN. UNOBSTRUCTED CORE OF 3"X 3". DOWELS FROM FOOTINGS SHALL BE SET TO ALIGN WITH CORE REINFORCING. 5. ALL CELLS BELOW FINISHED GRADE AND ALL CELLS WITH REINFORCING, ANCHORS OR INSERTS SHALL BE FILLED SOLID WITH GROUT, 6, CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE PRIOR TO SETTING OF BLOCKS. FRAMING NOTES FRAMING SHALL COMPLY WITH SECTION 2320 OF THE U.B.G. LATEST EDITION. FRAMING -GENERAL 1. USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UNLESS NOTED ON PLANS. 2. ALL POSTS SHALL HAVE SIMPSON ''PC" CONNECTORS AT TOP AND SiMPSON "BC" OR "BCO" CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. 3, ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC, SHALL BE SIMPSON "STONG-TIE" UNLESS OTHERWISE NOTED OR SHOWN ON PLANS. FRAMING -WALL 1 SIZE, SPACING & HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS): 2X4 @ 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF ONE FLOOR AND ONE ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET 2X4 @ 16"OC (NON -BEARING WALL) SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET 2X6 @ 16"OC (BEARING WALL) SUPPORTING A MAXIMUM OF TWO FLOORS AND A ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET. 2X6 @ 16"OC (NON -BEARING WALL) MAXIMUM HEIGHT IS 20 FEET 1 RAKE WALLS AJDACENT TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPPORTED BY A ROOF OR CEILING DIAPHRAM. 3, SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF FRAMING. SHEETING SHALL HAVE ALL EDGES BLOCKED & THE APPROPRIATE SHEAR TRANSFER THRU CEILING OR SOFFIT FRAMING. 4. BORING AND NOTCHING OF WALL STUDS SHALL BE PER UBC (2320) NOTCHING MAXIMIUM: 25% OF WIDTH ON BEARING WALLS 40% OF WIDTH ON NON -BEARING WALLS BORING MAXIMUM: 40% OF WIDTH ON BEARING WALLS 60% OF WIDTH ON NON -BEARING WALLS. NOTE: A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED. 5, DOUBLE 2X TOP PLATE SHALL BE LAPPED 48" AT ALL SPLICES AND SHALL OVERLAP AT CORNERS. 6 WALL BRACING SHALL BE PROVIDED PER UBC (2320.4.1G) PROVIDE 1X6 LET -IN BRACING (@ APPROX. 45 DEGREES) EVERY 25' IN ALL STUD WALL NOT SHEATHED.BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. FRAMING -FLOOR 1. FLOOR SHEATHING (MIN) 5/8-STRUCTURAL I T & G PLYWOOD 1 d NAILS 1 EXTERIOR GLUE. USE 0 I o32 6 WI7HE E PANEL INDEX I n AT 6"OC AT ALL EDGES, BOUNDARIES, SHEARWALLS & 10"OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. 2. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON - BEARING PARTITIONS. 3, PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS WHICH ARE PERPENDICULAR TO JOISTS. 4. FRAMING AROUND OPENINGS- TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE (UBC 2517). FRAMING -ROOF 1. ROOF SHEATHING (MIN) 1/2- STANDARD PLYWOOD PANEL INDEX NO. 24/0 WITH EXTERIOR GLUE. USE 8d NAILS AT 6"OC AT ALL EDGES, BOUNDARIES AND SHEAR WALLS & 12" OC FIELD. NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN, 2. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS SHALL BE DOUBLED AND SUPPORTED BY HANGERS PER CODE FRAMING -CEILING 1. CEILING JOISTS SHALL BE 2X6 016"O.C. (MAX SPAN=14'-1") 2. CEILING JOISTS SHALL BE 2X8 016"O,C. (MAX SPAN=18'-6") 3. CEILING JOISTS SHALL BE 2X10 016"O.C. (MAX SPAN=23'-8") FRAMING- JOISTS /RAFTERS 1, BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: (UBC 2517D) BORING -MAX DIA OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST WITH A MINIMUM EDGE CLEARANCE OF TWO INCHES. NOTCHING- MAX DEPTH AT ENDS SHALL NOT EXCEED 1/4 OF DRESSED DEPTH. NO NOTCHING IS ALLOWED iN THE CENTER THIRD OF THE JOIST SPAN. NOTCHING IN OTHER LOCATIONS SHALL BE ON THE COMPRESSIVE SIDE WITH A MAX DEPTH OF 1 /6 OF THE JOIST DEPTH. 2. WHERE THREE OR MORE (MULTI JOISTS ARE USED THE JOISTS SHALL BE BOLTED TOGETHER WITH 1/2 DIA MACHINE BOLTS W/ WASHERS AT 24"00 STAGGERED, BOLTS SHALL BE RETiGHTENED PRIOR TO APPLYING FINISH MATERIALS. 3. JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN. OF 3 INCHES WITH 3-16d NAILS OR USE SIMPSON ST 2115, 4. CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED @ 8'-0" O,C, MAX. FOR ALL JOISTS AND RAFTERS MORE THAN 8" IN DEPTH BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 5. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. FRAMING -BOLTING 1. ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER HEAD OR NUT. SEE SCHEDULE 2. ALL BOLTS SHALL BE RETIGHTENED, PRIOR TO APPLICATION OF PLY- WOOD, PLASTER ETC. 3. HOLES FOR BOLTS SHALL BE BORED 1/32" TO 1/16" LARGER THAN NOMINAL BOLT DIAMETER. LUMBER 1. ALL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED (MAX MOISTURE CONTENT SHALL NOT EXCEED 16% & GRADED IN ACCORDANCE WITH THE WEST COAST LUMBERMANS ASSOCIATION,) REPETATIVE USE MEMBERS STUDS & PLATES STUD JOISTS & RAFTERS 2X4 TO 4X4 INCLUSIVE NO.2 2X6 TO 3X16 INCLUSIVE NO.2 SINGLE USE MEMBERS BEAMS 4X NO.2 6X OR LARGER NO.1 POSTS & MULLIONS 4X4 & SMALLER NO,2 4X6 & LARGER N0.2 6X6 & LARGER NO.1 MISCELLANEOUS LUMBER BLOCKiNG,FURRING, ETC. NO.3 DECKING & SHEATHING 2X,3X,4X COMM'L DEX. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM GRADE SHALL BE PRESSURE TREATED DOUG FIR. 3. GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB. 24F-V8 DF/DF (Fb=240OPSI, Fv=165 PSI, E=180,000 PSI) INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLANS, A CERTIFICATE OF iNSP'ECTION FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED AND APPROVED BY THE BUILDING DEPT, PRIOR TO ERECTION. 4. ALL STRUCTURAL PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74 NAILING SCHEDULE THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR COMMON WIRE SPECIFICLY DETAILED CONNECTIONS SHALL BE NAILED WITH COMMON WIRE NAILS. -JOISTS OR RAFTERS TO SIDES OR STUDS 8 INCHES iN DEPTH OR LESS-------------- 3-16d FOR EACH ADDITIONAL 4"DEPTH ADD --------- 1-16d -JOISTS OR RAFTERS AT ALL BEARING TOE NAIL EACH SIDE------------------- 3-8d -STUDS TO BEARING -TOE NAILS EA, SIDE------ 2-81) -BLOCKING BETWEEN JOISTS/RAFTERS TO THE JOISTS/RAFTERS TOE NAILS EA SIDE ---- 2-1Od FROM BLOCKING TO BEARING TOE NAILS EA SIDE-2-10d -BLOCKING BETWEEN STUDS AT EACH END -TOE NAILS ----------------- 2-10d END NAILS ----------------- 2-16d -PROGRESSIVE BLOCKING RAFTER TO BLOCK & BLOCK TO CONT. NAILER--2-16d -MULTIPLE STUDS (STAGGER NAILS ON STUDS WIDER THAN 4")--16d@24"OC -RIBBON TO STUDS 1X RIBBON ------------------------- 2-8d 2X RIBBON ------------------------- 2-16d -DOUBLE TOP PLATES LOWER PLATE TO STUD-----------------2-16d UPPER TO LOWER PLATE -------------- 16d@16"OC AT SPLICES (48"MIN) ON EACH SIDE OF BUTT IN TOP PLATE ----------------- 6-16d UPPER TO LOWER PLATE AT INTERSECTIONS --------------------- 3-16d -CEILING STRIPS 1X4 PER BEARING(STRONGHOLD TYPE) ------- 2-8d 2X3 PER BEARiNG(STRONGHOLD TYPE) ------- 1-16d -PLYWOOD NAILING(SEE DETAILS &/OR SCHEDULES -BUILT UP BEAMS 20d@32"OC AT TOP AND BOTTOM STAGGERED 2-20d @ END -1X6 LET -IN BRACES, EACH BEARING .----------2-8d (PRE -DRILL HOLES FOR NAILS) STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFIC- ATION FOR STRUCTURAL STEEL FOR BRIDGES OR BUILDINGS A.S.T.M. A36. 2. FABRICATION SHALL COMPLY WITH THE LATEST A.I.S:C. SPECS. 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.ST.M, A-307 UNLESS OTHERWISE NOTED. 4. HIGH TENSILE BOLTS WHERE INDICATED ON THE PLANS OR DETAILS SHALL BE THE FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LAQUER OR GALVANIZING BETWEEN THE CONTACT SURFACES. HIGH TENSILE BOLTS SHALL CONFORM TO A.S.T.M. A-325 OR A-490, 5, PIPE COLUMNS SHALL CONFORM TO A.S.T.M, A-53 GRADE B & STEEL TUBE SHAPED MEMBERS SHALL CONFORM TO A,S.T.M, A-501 OR A-500 GRADE B. 7. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE HOLES FOR 1/2"0 WELDED STUDS AT 4 FEET O.C. FOR THE ATTACHMENT OF NAILERS. SEE ARHITECTURAL DRAWINGS FOR FINISHES, 8, BEAM CONNECTIONS SHALL COMPLY WITH "FRAMED BEAM CONNECTIONS" A.I.S.C. PART 4, TABLE 1, USING 3/4" DIA. A307 BOLTS (M.B.). 9. OPEN WEB JOISTS SHALL COMPLY WITH THE STANDARDS OF THE STEEL JOIST INSTITUTE", STRUCT. STEEL WELDING 1. WELDING SHALL BE DONE BY THE ELECTRIC SHIELDED ARC PROCESS AND SHALL COMPLY WITH A.W.S. SPECIFICATIONS FOR WELDING AND FABRICATION. R Y 2, WELDING SHALL BE PERFORMED B CERTIFIED WELDERS WHO L ARE APPROVED BY THE LOCAL AUTHORITY. 3. ALL FIELD WELDS SHALL HAVE CONTINUOUS INSPECTION PER UBC (306.5.B) UNLESS OTHERWISE NOTED. 4. ALL BUTT WELDS SHALL BE FULL PENETRATION U.N.O. 5. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APPROVAL. GRADING NOTES 1. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO ANY GRADING, 2. ALL FILL ONE FOOT & GREATER SHALL BE CERTIFIED AND TESTED AS TO RELATIVE COMPACTION PER U.B.C. 3,. ALL FILL SHALL BE COMPACTED IN ACCORDANCE WITH CHAPTER 70 OF THE LATEST ADOPTED EDITION OF THE U.B.C. 4. ALL UTILITY TRENCH BACKFILLS SHALL BE iN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS. DRAINAGE NOTES 1, MINIMUM GRADIENTS ARE AS FOLLOWS: EARTH= 1% PAVING=.57. 2, POSITIVE DRAINAGE AWAY FROM STRUCTURES SHALL BE AS FOLLOWS: 2% MiN TO 21% MAX SWALES TO BE 3 FEET MIN AWAY FROM STRUCTURES, ED PLYWOOD WHERE OCCURS kis" 6d 0 O.C. -12' LO. BLOCKING 0 TOP, POST WHERE BOTTOM, & MID -HEIGHT OCCURS PANEL SCHEDULE AND/OR FOUNDATION PLAN. NAIL ALL DBL. STUDS WJ 16d ® 18' O.C.. STAGGERED TYP. STUD WALL INTERSECTIONS FDNDEIO FOR SIZE AND SPACING OF STAGGER PLYWOOD JOINTS JOIST OR RAFTER. SEE PLAN 3J8" MIN, EDGE DISTANCE BOUNDARY NAILING (6.N.) \ FOR NAILS 7 ALONG CONTINUOUS 1 PANEL EDGES )11 1 11'.q 11 41117 TYPICAL INTERMEDIATE NAILING (LN.) FLOORS-10d 0 10" O.C. ROOFS- 10d 0 12" O.C. EDGE NAILING (E.N. 2 X 3 FLAT BLKG. AT LONG DIMENSION OF PLYWOOD UNSUPPORTED EDGES. (REDD. ONLY WHEN CALLED FOR ON TO RUN PERPINDICULAR TO TO RU PLANS) TS :MIN. NOTE: PLYWOOD TO BE SHEATHING SiZE TO BE 2'-0" X 4'-0" INSPECTED PRIOR TO COVERING PLYWOOD LAYOUT STDD£TII SINGLE LAYER DOUBLE LAYER NOTE: 'L" = 4'-0" X BAR DIAMETER IN CONCRETE, U.N.O. "L" = 5'-0" X BAR DIAMETER IN MASONRY, U,N.O, REINFORCING STDDET01 REINFORCING SAME SIZE AS FOOTING REINFORCING 3'-0" CONC. 40 DIA 2--8 MAS, STDDET03 STDDET06 40 OtA, 1. -• "' v U V c0 V' 1 1 3" CLR. STEPPED FOOTING 4'-0" MIN. LAP TOP -3/4- DIA. BOLTS EA. SIDE Of TOP PLATE SPLICE 4'-0" MIN. LAP DOUBLETaPPA TES TYP. 10- 16d EA. SiDE OF TOP PLATE SPLICE PLATE SPLICE 2-2x PLATES, SEE PLANS FOR SIZE AND REFERENCE TO SPLICES UNLESS 2x CRI P ES AT 16" O,C. `RAMING ANCH OP AND IOTTOM OF DOU L STUD FOR HE ki iER SiZE. SEEP J N 1R POST 'iRE BLOCKING A CEILING INE AND NOT T XCEED r-O" O.C. PROVIDE SIMPSON A34 FOR 2x4 STUDS AND A35 FOR 2x6 STUDS, 'OR NAILING SEE N. NOTES F USE 2-2x JAMBS FOR 4x1O AND STUD FOR IN R WALLS 6x8 AND LARGER HEADERS ? STUDS FOR EX NOTED RIM WALLS ERWISE END POST AT PLYWOOD SHEAR PANEL WHERE OCCURS NOTE STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT CONSTRUCTION REOUIREMENTS, MAX. SPACING AT 16" O.C. TYP, WALL FRAMING STDDET09 PARALLEL 2- 16d :: 16d 0 12", STAGGERED t JOIST OR RAFTER UPPER PLATE 4" WIDER THAN LOWER PLATE 2X STUDS 0 16" O.C. 12", STAGGERED OR RAFTER PLATE 4" WIDER THAN PLATE JDS 0 16" O.C, PERPINDICULAR JOIST TO NON -BEARING WALL STDDETI3 NOTES: TRENCH SHALL NOT 1. ALL PIPE SLEEVES TO BE 2" UNDERMINE WALL FTG. LARGER THAN PiPE. 2. FOR PIPES MORE THAN S-O" 50% COMPACTED BELOW BOTTOM OF FOOTINGS. BACKFILL 0 TRENCH STEP FOOTINGS PER DETAIL EXCAVATION' (NO PIPES ALLOWED iN FTG. STEP) 3. PLACE CONC. FILL AROUND I SLEEVES BEFORE POURING FTG. N PROVIDE 2" CEMENT I- DRYPACK IF ( - PLACED UNDER FXIG7. FTG. 2 N0 TRENCH Q PARALLEL Z ,1 TO FOOTING BELOW THIS LINE 9" d 9" {4 V-6" Mt d' = pIp£ PROVIDE SLEEVES O SLEEVES SHALL SLEEVE DIAMETER FOR ALL PIPES.--' PENETRATE FOOTING PIPE TRENCH STDDET02 "R" BAR SIZES 3 1/2 'D� #3. #4. #5 5 'D' #6, #7, ## 7 '0' #9. #10, #1i 9 'D' #1a5, #185 z w P a 'o' .6 4' MI . r t�R, R, `.R, R' 3 c}I' D tiL 40 'D' CONCRETE 50 '0' MASONRY MIN. 16 2X4 STI 16" O.0 HEADER 2X BLK 2X TRih U.N.O. 4X END & HOLE U.N.O. REINFORCING STDDET04 DOUBLE PLATE Imp, m II I l HOLDOWN PER SILL PLATE BOLTING (OR PLAN 12" SOLE PLATE NAILING AT MAX. UPPER FLOORS) SHEAR PANEL ELEVATION STDDET07 2001 CBC SHEARIALL SCHEDULE 0 MASHER SCHEDULE LE MALLEBOLT IRON WASHER HEAVY PLATE WASHER S7AWNASHE CUT 1J2" 0 2 1/2' 0 X 1/4" 2 1/2' X 2 1/2" X 1/4" 1 3/8" 0 X 3/32" 5/8" 0 2 3/4"0 X 5/16" 2 1/2" X 2 1/2" X 1/4" 1 3/4' 0 X 1/8" 3/4' 0 3"0 X 7/16" 3" X 3" X 1/4" 2" 0 X 5/32" 7/8" 0 3 1 /2"0 X 7/16" 3 1/2' X 3 1/2" X 5/16" 2 1 /4" 0 X 11 /64" 1" 0 4" 0 X 1/2" 4" X 4" X 3/8" 2 1/2- 0 X 11 /64' NOTE: USE STANDARD CUT WASHER FOR ALL BOLTS EXCEPT THOSE IN HOLDOWN ANCHORS AND LEDGERS WASHER SCHEDULE STDDET05 ,s v s . °' -'�c N � 41/6d MAX. NOTES: 1. BORED HOLE & NOTCH SHALL NOT OCCUR IN SAME SECTION, 2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN. 3. BORED HOLE & NOTCH SHALL NOT OCCUR IN END 1/3 OF SPAN. STDEDE08 TYP. JOIST NOTCHING d WiDTH Iu d --��` YID7H I 0 T ua CH IN sTUO _ _ J 2 «d M X. BORED HOLE_____" 407 f-f NOTE: BORED HOLE & NOTCH SHALL NOT 5/ " MIN. OCCUR IN SAME SECTION NON -BEARING BEARING PARTITION PARTITION TYP. STUD NOTCHING STDDET12 SYM TYPE OF MATERIAL BOTH FACES BLOCK NAIL EDGE FIELD SILL NAILING SILL BOLTING ALLOW 1 1/2" GYM BD, 5d 7" 0.C, 7" 0.C. 16d @ 16" O,C. 5/8" DIA. A.B.'S @ 6'-0" O.C. 30 PLF 1 2 5/8"., GYM BD, 6d 7" 0,C, 7" 0.C. 16d @ 16" O.C, 5/8" DiA, A.B.'S @ 6'-0" O.C. 30 PLF 2 3 7/8" STUCCO 16GAX7/8" 6" O,C, 6" O.C. 2-16d @ 16" 0. `. 5/8" DIA, A.B.'S @ 6'-0" O.C. 180 PLF 3 4 3/8" CDX PLYW'D YES 8d 6" O.C. 12" O.C. 2-16d @ 16" 0.. 5/8" DIA. A.B.'S @ 4'-0" O.C. 260 PLF 4 5 3/8" CDX PLYW'D YES 8d 4" O.C. 12" O.C. 3-16d @ 16" 0.. , > !i 5/8' DIA, A.B.'S @ 3 -8 O.C. 320 PLF 5 6 3/8" CDX PLYW'D ** YES 8d 3" O.C. 12" O,C, 3-1/4" DIA K& @ 16" o c. 5/8" DIA. A,B.'S @ 2'-5" O.C. 490 PLF 6 7 3/8" CDX PLYW'D ** YES 8d 2" O.C, 12" O.C. 3-1/4" DIA W.S. 016" oc. 5/8" DiA. A.B,'S @ 1'-9" O.C, 640 PLF 7 8 1/2" CDX PLYW'D YES 10d 6" O.C. 12" D.C. 3-16d @ 16" O.T. 5/8" DIA. AB,'S @ 3'-6" O,C. 310 PLF 8 9 1/2" CDX PLYW'D ** YES 10d 4" O.C. 12" O.C. 3-1/4" DIA wS, @ 16" C.5/8" DIA. A.B.'S @ 2'-6" O.C. 460 PLF 9 10 1/2" PLYW D ** YES 10d 3" O.C. 12" O.C. 3-1/4" DIA WS& @ 16" C, 5/8" DIA. A.B.'S @ 2'-0" O.C. 600 PLF 10 11 1/2" PLYW'D ** YES 10d 2" O,C, 12" O.C. 4- 1/4" DiA W.S. 016" .C.5/8" DIA, A,B,'S @ 1'-6" O.C. 770 PLF 11 12 1/2" PLYW'D ** YES YES 10d 4" O'C, 12" O,C. 5-1/4" DIA VS.0 16" 0.. 5/8" DiA. A.B.'S @ 1'-3" O.C, 920 PLF 12 15 SiMPSON STRONG -WALL ( ICBO # PFC- 5485). ALL INSTALLATIONS AND DETAILS PER SIMPSON RECONDEMATIONS; TYPE SW X - ' ** ' + 3 X FRAMING OR THICKER REQUIRED FOR ALL PLYWOOD EDGE NAILINGS AND SILL PLATE, NAIL SHALL BE STAGGERED ' W.S,' + WOOD SCREW (or LAG SCREW } - USE 5" LONG MININUM FOR 3 X SILL PLATE. - USE 6" LONG MINIMUM FOR 4 X SILL PLATE. -PREDRILL HOLE BEFORE INSTALL WOOD SCREW . (or LAG SCREW) A,B. * = ANCHOR BOLT (A307) - REQUIERED 7" MINIMUM EMBEDMENT INTO FOUNDATION FOOTING, NOTE: 1, NAILS FOR PLYWOOD AND SILL PLATE TO BE COMMON NAiL. 2, PROVIDE SOLID BLOCKING AT PLYWOOD EDGES. dw 3, NAILS AND STAPPLES SHALL DRIVEN AT ALL STUDS, PLATES, AND BLOCKINGS, 141 4, PROVIDE EDGE NAILING TO STUDS AND POSTS AT HOLDDOWN LOCATIONS, 5, USE 2 X STUDS (DOUGLAS-FIR LACH) @ 16" O.C. AT SHEAR WALLA UNLESS OTHERWI TED. 6, ALL ANCHOR BOLTS REQUIRED APPROVED 2"x2"3/16" THICKENS PLATE WASHER UNDER EACH NUT, 7, WHERE ANCHOR BOLTS MISSING, PROVIDE 5/8" DIA RAWL STUD BOLTS WITH 5" MINIMUM EMBEDMENT. (ICBO# 4514) 8, 1/2" CDX PLYWOOD SHALL BE 5 PLY PLYWOOD . 9. THERE SHALL BE A MINIMUM 2 BOLTS PER PIECE OF* SHEAR WALL WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAT 5 INCHES FROM EACH END OF THE PIECE OF SHEAR WALL. �, REV151l3N I- { CAI C(7 e✓ � 00 LLJ O 1 60, C7 Q LLO < Li Li X 0 <C I ,� Cr w N W 00 _ U O V r- Ld cn < G Nt Z C1 Q0 N Q. LL«. 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C` PER PLAN C D -:D�C� SHEAR PER PLAM cz� DBL STUD OR POST 2 X 4 STUDS 16" oG. PER PLAN q9 fi 1 L i 2 X 4 STUDS a 16" or,. C 2X4 STUDS 0 16" o.c. -J CD 2 X PLATE w/ I/4"+ x 5" 2 X PLATE w/ I/4" 0 X 5" C` LAG BOLTS PER BLOCK C=� LAG BOLTS PER BLOCK S.N. C `: TYP. PLYWOOD SHEATHING W PLYWOOD SHEATHINGN C-� B,N. i >F Yp Ill Alf, M YP E.N. TYP. YY Yg 2X SOLID $LOCKING R RIM .JOIST it 2 X FLR, JOIST o 16" or, FLOOR JOIST W 2 X 5LK Ca w/5-16d cry < _Y lu C`-' EN. C-:) � � Date SIMPSON ABS SIMPSON A35 ( E.N. I6" O.G. �� C_: i Scale 1" a 1,_011 ® I6 ox— D i-:D J Drawn JN C Y � AR PER PLAM 2X4 STUDS 0 16" O.G. 2 X 4 STU05 0 16" or,,. C Job Sheet (3 41 MALO rri/ FIALL I Of Sheets