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Home My WebLink About10141650.pdf. h . . . ,-m,-........r ..�.,..,; , .�., .,,,�,._...,,,,,,� �� _.m �,�,,...�,....�.�..,,�.s.,._.._ . _ , ......,, d Ir< * ..:,!I . I ,� . d . . . ., I ; . J1.1 . I . ____ , I . ------ r�o .:..,... , . . 00m .11.`1...../.,.1_,,.__._. ,-.-n- . r,; A R A tjo fo t\`�.,--.-..---.--...----.---.---.--.--,-.,-..,-..-,.-...-"I . C� . \ t I I I .. VIN ...1. . " \� 1 . , . �,-' . . - - i . I.;..t."... . 11 . ' . . .. , . :, I 1. ...;... . ,1 . x 1 ..,�. -SSr "'.., . s.1d, ence Addre vt �3 V� a, . .. . . . . .�4n/'.. '" . 1: . . . AV ?-3 �ED . . , . I . . I . ..... . . .. �. .I.... . A. . osed'Area*- . . ... , . . Ptop - a, k . . . - I. I. ., 1. I _____ '' --- . %...... :"` :�I r .: I 4 �-,F", • . . I :. I : . . . 1� . . ?I'. I _�_._ I . . I '. . . . . I Doocedule - . r' Sl- . -,,'.....-.."--.1,....'....-.,-.--".--.-,,-- 7. CA-�"t"'',,.,..'...."ll.,I . ...... ...... _11111_11. ULK ALL ELECTRICAL AND PLUMBING PE7YETRATIONS. ALL 7. NOTHING CONTAINED IN THESE DRAWINGS OR ANY 14 ALL REINFORCING, ANCHOR BOLTS, AND OTHER INSERTS 20. ALL WOOD FRAMING SHALL CONFORM TO CHAPTER 25 OFElectrical Notes WINDOW AND DOOR FRAMES SHALL BE CAULKED. ALL ACCO1vfPANY4NG CONTRACT DOCUMENTS SHALL CREATE ANY SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE THE UNIFORM BUILDING CODE, LATEST ADOPTED EDITION. 1. ALL ELECTRICAL WIRING, StYlTCNES, AND RECEPTACLES OPENINGS IN THE ENVELOPES SHALL BE CAULKED. CAULK CQNTRAGTURAL RELATIONSHIP BETWEEN THE CONTRACTOR OR GROUTING MASONRY. 21. FOUNDATION PLATES AND SILLS SHALL BE SECURED TO THE BETWEEN THE SOLE PLATE AND THE FLOOR SURFACE. AND/OR ANY OF HIS SUB -CONTRACTORS AND AL A. FOUNDA770N IN ACCORDANCE WITH SECTION 2907(E) OF THE SHALL FIE IN ODE, ED !N ACCORDANCE Wi70 THE NATIONAL CADENA AND ASSOCIATESE'l1"Ifot"Clil Steel Notes UNIFORM BUILDING CODE. ELECTRICAL CODE, LATEST ADOPTED EDITION. 2. THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, 22, . ALL � BOL I S, DRIFT PINS, WOOD SCREWS, AND LAG BOLTS 2. ALL SWITCHES SHALL 8E LOCATED 42" ABOVE THE FINISH 8. ALL THERMOSTATS SHALL HAVE NIGHT SETBACK CAPABILITY. AND MATERIALS ETC. NECESSARY TO PROVIDE A COMPLETE 1. ALL REINFORCING STEEL BARS SHALL. BE DEFORMED, FLOOR AND BE OF THE SILENT THROW TYPE. FINISHED PROJECT INCLUDING ALL ITEMS NOT SHOWN ON UNLESS OTHERWISE NOTED, CONFORM TO SECTION 2505(t} USED 1N THE TRANSFER OF STRESSES ftJ WOOD 9. NVAC DUCTS SHALL BE CON5TRUCTEb, INSTALLED, AND E DRAWINGS BUT REQUIRED TO PROVIDE A COMPLETE OF THE UNIFORM BUILDING CODE AND MEET A.S. T.M. A-615 CONSTRUCTION SHALL CONFORM TO THE'UNIFORM BUILDING ,� ALL CONVENIENCE OUTLETS SHALL 8E LOCATED 12" ABOVE AJ ECHA IC IN ACCORD WITH CHAPTER 10 OF THE UNIFORM �.f THESE ..f � THE CONTRACT STEEL STANDARDS AS FOLLOWS. CODE STANDARD 25-17 AND SECTION 2510. MECHANICAL CODE __ `'" *-],-__,en�' ` PROJECT CONSISTENT WITH THE INTENT OF THE FINISH FLOOR EXCEPT FINISH THE BATHROOM WHERE THEY DOCUMENTS1. SHALL 8E 42" ABOVE THE FINISH FLOOR. ALL OUTLETS . . ,�5 AND SMALLER A.ST.M. GRADE 40 23. BOLT HOLES {EXCLUDING LAG SOUS) SHALL BE 1/16" FOR WASHERS, DRYERS, AND OTHER MECHANICAL EQUIPMENT 10. . 25 LUMINENS/WATTS EFFICIENCY SHALL BE PROVIDED FOR 7 R SHALL BE ACCOMPLISHED IN A PROFESSJGNAL 36 AND LARGER A.S.TM. GRADE 60 LARGER THAN THE SOLT DIAMETER. SHALL BE INSTALLED IN ACCORDANCE WITH THE GENERAL LEGATING IN THE KITCHENS AND BATHROOMS" ALL WQ K (FLUORESCENT LIGHl1NGj. WORKMANSHIP LIKE MANNER USING ONLY HIGH QUALITY 2 SPACING, BENDING, HOOKING, SPLICING AND TIES SKALL 24• ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS MANUFACTURERS INSTRUCTIONS. MATERIALS CONSISTENT WITH THE CONTRACT DOCUMENTS. CONFORM To SECTION 26Q7(d) of THE UNIFORM BUILDING UNDER HEAD AND/OR NUT. SE'E SCHEDULE. . 11. ALL OPENINGS (DOORS AND WNDOWS) SHALL BE PROPERLY �' . ALL WORK SHALL COMPLY W17H ALL APPLICABLE BUILDING CODE 4. ALL NEW ELECTRICAL LOAD CENTERS SHALL BE OF THE WEATHER STRIPPEDD, CERTIFIED AND LABELED. CODES 25 ALL BOLTS SHALL BE RE77GHTENED PRIOR TO APPLICATION BREAKER TYPE AND HAVE 771E CIRCUITS CLEARLY. AND PERMANENTLY MARKED. 12. EXHAUST AND FAN SYSTEMS SHALL BE PROVIDED WITH . 4, THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS J. BARS NOTED "CONT ; TYPICAL WALL REINFORCING, AND OF PLASTER, PLYWOOD, ETC. BACKDRAFT DAMPERS . AND StTF CONDI77ONS BEFORE STARTING WORK AL A. VERTICAL COLt7MN REINFORCING SHALL HAVE A MINIMUM CADENA AND ASSOCIATES SHALL BE NOTIFIED OF ANY SPLICE EQUAL TO 50 BAR DIAMETERS LAP IN MASONRY 26. DAMETER. BOLTS AT 4D O` O.C.rUWELDED TO STEEL )FOR 5 TO MOISTURE SHALL HAVE GROUND FAUL r/NTERRUPTIONCT . 13 HOT WATER HEATER AND SOLAR TANKS SHALL BE PROVIDED . DESCREPANCY. AND 40 BAR DIAMETERS LAP IN CONCRETE. . ATTACHMENT OF FINISH NOTED AND SHOWN ON DEVICES. ALJ. EXTERIOR OUTLETS SHALL HAVE WATERPROOF W1TN A R-i2 INSULATION BLANKET: 5. NOTES AND DETAILS ON DRAWINGS SHALL TAKE 4. LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL ARCHITECTURAL DRAWINGS GOVERS. Window Aft PRECEDENCE OVER THESE GENERAL NOTES. WELDING OF REINFORCING BARS 2Z GLUED -LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR 6. WHRE NM CABLE IS RUN ACROSS TH TOP OF CEILING JOISTS 14. THE FIRST 5`-0" OF THE HOT WATER HEATER OUTLET PIPE I . . COMB. 24f (Fb�24O0 PSI, F1r-165 PSI, E=1800000 PS!) AND /OR THE A TT7C ACCESS 1N NOT ACCESSIBLE BY PERM- SHALL BE PROVIDED WJTN R -3 INSULATION ALL CONFORM TO THE S. PROVIDE SPACER BARS, CHAIRS SPREADERS, .ETC., . TO -.- _...-_..-._.._--__._,.,".... - �. ___.. W-_-.._.�.�:..�::�_w_._..._..._..:�._:,-_.-.,--..--.------ __ _......_.._._- -_--_ . • 6• ALL MATERIAL AND WORKMANSHIP SHALL ANENT STAIRS OF LADDERS, PROTECTION WITHIN 6 OF THE CALIFORNIA AND UNIFORM BUILDING CODE, LATEST EDITION HOLD REINFORCING STEEL IN PLACE DURING THE CONCRETE INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE -UNLESS 15. ALL WATER HEATERS, SPACE CONDITIONING EQUIPMENT; POURING PER SECTION 2607(d) OF THE UNIFORM BUILDINGRET .' OTHE•RWISE NOTED, NEAREST EDGE' OF THE ATTIC ACCESSS SHALL BE PROVIDEDI 1.. SHOWER HEADS, AND FAUCETS SHALL BE C.E.C. CERTIFIED. I 7. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, CODE. {EC 320 -14} 28. CER77FICATE OF INSPECTION FOR EACH GLU--LRM BEAM' 16. MASONRY AND FACTORY BUILT FIREPLACES SHALL BE SNORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE 6, SPACING, SPLICING, AND PROTECTION OF REINFORCING FROM AN APPROVED TESTING AGENCY TO 8E SUFMITTED TO ' RESPOfVStBILlTY.OF THE CONTRACTOR AND NAS NOT BEEN Mechanical 1'�fl'IVC1Pr.�.' INSTALLED WITH TIGHT FITTING, CLOSEABLE METAL AND <sr L A. CADENA AND ASSOCIATES DI? STEEL SHALL CONFORM TO SECTION 2416(e,f,g) •OF THE AND APPROVED 8Y THE BUILDING DEPT. PRIOR TO EREGRON. GLASS DOORS PROVIDE AN OUTSIDE AIR INTAKE WITH A ,01.,.DERED BY A 1. k CONSULTING ENGINEERS. 7NE CONTRACTOR IS RESPONSIBLE UNIFORM BUILDING CODE 29. AIAlLING SCHEDULE.• 1. AN APPROVED? HEATING SYSTEM CONFORMING TO SECTION DAMPER AND FLUE DAMPER CONTINUOUS BURNING PILOTS I PRIOR R 771E . P 1410 OF THE UNIFORM BUILDING CODE SHALL BE INSTALLED. ARE PROHIBITED. _...._. _ . �...,•- 1. _..... _ �.__ �.�'J... �:. � � �•_, FOR THE STABILITY OF THE STRUCTURE7. SPLICES IN ADJACENT HORIZONTAL � WALL REINFORCING BARS ' APPLICA77ON OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS HE SHALL PROVIDE SHALL BE STAGGERED 4 =-0" MINIMUM UNLESS OTHERWISE 30 DETAILED;INNAtLS SHALL BEL80X OR COMMON• WIRE NAILS. 2. ALL WATER HEATERS SHALL HAVE NON --RIGID CONNECTIONS 17 ALL STEAM AND STEAM CONDENSATE RETURN PIPING AND THE NEC,ES5ARY BRACING .TO PROVIDE STABILITY PRIOR TO NOTED. SET UPON A PLATFORM 18" HIGH, AND SECURED IN PLACE ALL GON7TNUOU5LY CIRCULATING DOMESTIC HEATING OR THE APPLICATION OF 774E AFORE -MENTIONED MATERIALS 6 PROVIDE -THE FOLLOWING MINIMUM PROTEC77VE COVERING OF SPECIFICALLY DETAILED CONNECTIONS SHALL BE COMMON BY STRAPS TO THE ADJACENT STRUCTURE. PROVIDE AN HOT WATER PIPING SHALL BE INSULATED AS REQUIRED 8Y OBSERVATION VISITS TO THE SITE SHALL NOT INCLUDE WIRE NAILS APPROVED INSULATION BLANKET UPON COMPLETION OF THE THE PLUMBING DIWSION. INSPECTION OF THE ABOVE ITEMS. CONCRETES INSTALLATdOhl. 8. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT PAVE BELOW GRADE (UNFORMED) 3" CLEAR -- JOISTS OR RAFTERS TO.'SIDES OR STUDS ALL MECHANICAL AND PLUMBING WORK SHALL CONFORM TO 18. GAS COOKING APPLIANCES SHALL BE EQUIPPED WITH BELOW GRADE (FORMED) ' 2 CLEAR 8" DEPTH OR LESS 3•-16d J. INTERMITTANT IGNITION DEVICES NOT BEEN CONSIDERED BY AL A. CADENA AND ( 1CLEAR FOR EACH ADDITIONAL 4" DEPTH. 1•-16d THE LATEST ADOPTED EDITION OF THE UNIFORM PLUMBING ASSOCIATES OR CONSULTING ENGINEERS WALLS, AND MECHANICAL CODE'S COLUMNS 1.5 CLEAR -JOISTS OR RAFTERS AT ALL BEARING -TOE CONCRETE SLAB ON GRADE HAS NOT BEEN DESlGNI±D BY SEAMS & GIRDERS 1.5" CLEAR NAILS EACH SIDE 3-8d �t�?�l"GVftiot'i� B STRUCTURAL SLAB - STUDS TO BEARING --TOE NAILS EACH SIDE 2•-•8d 4. ALL GAOLER HEADS SHALL HAVE A MAXIMUM CAPACITY . AL A. CADENA AND ASSOCIATES OR CONSUL 77NG (ABOVE GRADE} 3/4" CLEAR - BLOCKING BETWEEN JOISTS OR RAFTERS 2.6 GALLONS PER MINUTE: E'NCINEERS TO JOISTS OR RAFTERS - TOE NAILS A.B. ANCHOR BOLT JST JOIST 1.TRACTOR 70 9. 1!5 OR LARGER REINFORCING BARS SHALL NOT BE REBENT EACH SIDE, EACH END. 2-10d Door• & Window Notes A/C AIR CONDITIONING 10. IT SHALL BE THE RESPONSIBILITY OF THE CON APPROVAL OF STRUCTURAL ENGINEERS. TO JOISTS OR RAFTER BEARINGS - TOE ACST: ACOUSTIC LAM. LAMINATE LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON WITHOUT AP NAILS EACH SIDE. 2--10d A. ABOVE' FfAIISH FLOOR LAV, LAVATORY OR NOT AND TO PROTECT THEM FROM DAMAGE THE ARD - BLOCKING BETWEEN STUDS EACH END - i.. ALL EXTERIOR DOORS SHALL BE 1 3/4" THICK AND BE OF ALT: ALTERNA7E LOC. LOCATION CONTRACTOR SHALL BEAR ALL EXPENSE' OF REPAIR OR 10. STRUCTURAL STEEL SHALL CONFORM TO STAND SOLED CORE CONSTRUCTON ALUM. ALUMINUM . LUM LUMINOUS REPLACEMENT !N CONJUCTlON WITH THE PROSECCfTIQN OF SPECiFICA7?ONS FOR STRUCTURAL STEEL FOR BRIDGES AND TOE NAILS 2"?0d ARCNL ARCHITECTURAL THIS WORK. 'BUILDINGS A. S. T M. A-36 END NAILS 2--16d 2. ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH DEAD Atah. PROGRESSIVE BLOCKING BOLTS AND DEAD LOCKING DEVICES AS FOLLOWS . APPD. APPROVED MA MATERIAL AM R99h Finizin K 6 m a a/ .0% I t. FABRICATIONS AND ERECTION SHALL COMPLY WITH THE RAFTER -TO BLOCK AND BLOCK TO ASS. ASBESTOS MAX. MAXIMUM ASPH. ASPHALT T 'M. C � MEDICINE CABINET LATEST A.! S.C.SPECIf'IGATlONS CO,'VT NAILER �' ' f 6d A. ALL LOCKS SHALL BE KEY OPERATED FROM THEY A DEVICE q/t %�r��al"c� 6oC1 t C) E%� -MULTIPLE STUDS {STAGGER ftOR STUDS AUTO. AUTOMATIC MECH. MECHANICAL E SlDE 8 METAL CONSTRUCTION SHALL 1. THE PREPARATION OF THE SITE FOR CONS 12, ALL BOLTS FOR STEEL IYIEM&ERS SHALL CONFORM .TO:.. ` . .. WIDER THAN 4 } �- RIBBON TO STi1DS " 18tt-16. O.0 OUTSIDE: AND OPER BY CHAPTER 33 OF ,THE.,UNIFORM NOT PROHIBITED CHAPTER UNtF E1D. BOARD MlN. MINIMUM ' • INCLUDE THE REMOVAL OF ALL RUBBISH, DEBRIS, TREES A.S. T.M. A-307 UNLESS OTHERWISE NOTED. 1 X RI8130N ' 2-- ' BUILDING CODE. BTWN. BETWEEN MISC. MISCELLANEOUS . MIRROR AND FREE TRUNKS OR ANY OTHER ITEM WHICH MAY BE AkD T TO THE FOUNDATION OF THE. STRUCTURE. 13. HI - -TENSILE BOLTS WHERE INDICATED ON THE PLANS OR 2" X RIBBON DOUBLE' TOP PLATES 2-16d B. DEAD BOLTS SHALL HAVE A HARDENED INSERT OR BLDG. BLK. BUILDING. BLOCKING) MIR. M.L. MATCH LINE . . .. DETRIMENTAL DETAILS SHALL BE THE FRICTION TYPE AND THERE SHALL 8E NO PAINT, OfL, LACQUER OR GALVANIZING BETWEEN THE - LOWER PLATE TO TOP OF SOLID 2-76d EQUIVA� ENT: BRK. BRICK BRI77SH THERMAL UNIT M.O. MTD. . MASONRY OPENINGI. . MOUNTED 2. ALL FINISHED GRAD G MUST C.T.U. DING CA WATER AWAY FROM THE STRUCTURE BY APPROVED MEANS TO APPROVED CONTACT SURFACES HI --TENSILE BOLTS SHALL CONFORM . UPPER TO LOWER PLATE SPLICE (4'--0" MIN.) EACH SIDE OF 16d 16" O.C.O.0 C. STRAIGHT DEAD BOLTS SHALL HAVE A MINIMUM THROW By. BEAM MOLT, MULTIPLE DRAINAGE ;TO A.S. T.M. A-325 OR A.S 7:M. A--490. BUTT 1N TOP PLATE 6-16d OF I" PMTH A MINIMUM EMBEDDME'Nr OF 518" 8.H. BOUNDRY HAILING HAT. NATURAL DR TO A S TM A- ;'4_R (i'YPE UPPER TO LOWER PLATE AT iNTERSEC'S. 3-16d B.S. 80T#! SIDES Al I C NOT 1N CONTRACT GENERAL NOTES 1, ALL EXTERIOR WINDOWS AND SLIDING GLASS . DOORS SHALL BE PROVIDED NTH CORRISION RESISTANT HARDWARE . 2 SLIDING GLASS DOORS SHALL HAVE. A MINIMUM CATEGORY CLASSIFICATION OF 11 PER UBC STANDARD 54-2, TABLE 54--2--A OF THE UNIFORM BUILDING CODE. 3 GLAZING IN DOORS AND FIXED GLAZED PANELS OF MORE 7NAN 9 SQUARE FEET SHALL MAVE A CATEGORY CLASSIFICATION OF If PER UBC ' STANDARD 54•-•2, TABLE 54•-2-A OF 7HE UNB'IFROM BUILDING CDE . 4 GLAZING IN DOORS AND FIXED GLAZED PANELS OF 8 SQARE FEET OR LESS SHALL HAVE A MIN- . IMUM CATEGORY CLASSIRCA77ON OF f PER UBC STANDARD 54•-Z TABLE 54--2-A OF THE UNI- FORM BUILDING COD4.1 E. ,1 r. "1 4+� % } i t ,� ,� . l �::: '�� t i'•• 4�.�. • i'\..i \ f 4 i'.:.Sv$�'c.- L S' 3v :.J .� , �•' R /{J[ p•R i a 1 l�C' 1. 4 t Fes. J� .r,'.{o .: ` ' ... .. - `` J ^^ •% -- �c . 1 z., _ .,. �.. r;,. t,h >... . . . 1 � PIPE COLUMNS SHALL CONE M • 11 E OR S}. -� CEILING STRIPS 3, DOOR STOPS ON WOODEN JAMBS SHALL BE OF ONE PIECE - l�oUl?CIc IQt? /i�o�GS 1 X 4 PER BEARING {STRONGHOLD TYPE} 2-8d CONSTRUCTION WITH THE JAMB OR JOINED TO THE JAMB . CAB. CABINET NG NATURAL GRADE Table 23-11-8-1 USC.1997 ( . TO A.S. T.M. A- 5Q1 OR 2 X 3 PER BEARING {STRONGHOLD TYPE 1--16d . WITH A RABBIT CONNECTION. GSM CEMENT NO. NUMBER. N A { L.1 N G S C H E D U L. E 1. 1. ALL FOUNDATION F0077NGS, PILE'S, AND BEARING MEMBERS 15. ;TUBE COLUMNS SHALL CONFORM •- PLYWOOD NAILING - SEE DETAILS ANDIOR C,J CEILING JOIST MOM. . NOMINAL ,.TUBE GRADE B. GENERAL NOTES NAii_ING SHALL BEAR AGAINST AND EXTEND INTO UNDISTURBED SCHEDULE 4. ALL SLIOINC` GLASS DOORS AND WINDOWS OPENING TO CLG: CEILING m rs. , NOT TO SCALE' CONNECTION NATURAL' SOIL OF 1000 PSF MINIMUM OR COMPACTED SOIL - P BEAMS'20d�-32 O.C. AT TOP THE EXTERIOR OR UIVCON01770NED SPACES SHALL B£ FULLY C.L. CENTERLINE FNOT APPLICABLE FOR TILE ROOD ,, JOtSi TO SILL OR GIRDER. TOE NAIL 2-8d 16. WELDING SHALL 8E BY T}•IE ELECTRIC SHIELDED ARC - BOIL T U OVER z-ad PTER 70 OF THE 2-20d at END ' MEETING THE REQUIREMENTS OF CHA D BY A CERTIFIED WELDER APPROVED BY THE AND BOTTOM STAGGERED PROCESS, ONE WEATHER STRIPPED, �ASKETED,. OR OTHERWISE TREATED TO CLR. CLEAR 0/ G CO H BEARING. C.Q. CONVENIENCE OUTLET O/A OVER ALL t . ALL CONSTRUCTION AND QUAtiiY OF MATERIALS SHALL CONFORM TO THE 3. 6D SUBFLOOR� 0 � tOiST OR T jolsT, CH END Z-8d UNIFORM BUILDING DE -- 1 X 6 LET 1N BRACES, EACH BEA 1 GOVERNING JURlSDlCT70N LIMIT tNFlLTRA770N.-8d PRE -DRILL HOLES FOR NAILS 2-8d COL. COLUMN O.C.OON CENTER UBC. 4. WIDER THAN 1 x6 SUBFLOOR TO JOIST, FACE NAZI 2_ i 6d r- 2. MINIMUM COMPRESSIVE STRENGTH OF Z500 PSI FOR ALL COMBCa. COMBINATION D.D. OUTSIDE DIAMETER . STEEL PROVIDE 5. SLIDING GLASS DOORS SHALL BE CAPABLE OF WITHSTANQING t 6d O 16'o,c, OIST ER WOOD IS ATTACHED TO STRUCTURALPOST/TION 1 % WH ECOM 2. ALL MATERIAL FROM FOOTING DCCAVATION TO BE R£MOYED ANO SHOULD 6. SOLN£C pIATE 70L�OtST OR 8t•}(GpRFACECNAII' FACE NAIL UNLESS OTI fERW1SE NOTED ALL CONCRETE SHALL HAVE A31. ALL CONNECTING HARDWARE JOIST HANGERS 77E STRAPS COMPO. 1 21" BOLT HOLES AT 4'-0" 0.0 FOR ATTACHMENT OF TE5TS.SET FORTH IN SECTION 6706 AND 6707 OF THE ' FOUNDATION AND SLAB ON GRADE WORK. � CON. CONNECTION PART. PARTITION NOT BE USED UNDER THE SLAB ON GRAD£. SOLE PLATE TO JOIST OR BtXG. O BRACED WALL PANELS 3-t6dotS o.c. FOU A NAILERS SEE ARCHITECTURAL DRAWNGS FOR FINISHES. ETC., SHALL BE SIMPSON "STRONG -TIE UNLESS OTHERWISE UNIFORM BUILDING CODE: 2-t 6 - . CONC. CONCRETE P.C. PIPE COLUMN I NOTED OR SHOWN._...�._.,_.�:.w.�.,.�_«___._-.,_..W__._,__-__,..�:�.�._:.,..:.........._.._....:.,,>.<.,.:..::..� ... ORDINANCE) SHALL CONT CONTINUOUS P.C.T. PUTTY COAT 8. STUD TO SOLE PLATE, END NAIL A-Sdt:r'OENAIL5 OR 2-t6d, END NAIL 3. ANCHOR BOLTS, DOWELS, INSERTS. ETC., SHALL BE SECURELY TIED 1N 7. TOP PLATE TO STUD, END N � � . 3 ALL TYPE 5 CEMENT (REQUIRED PER CITY ORD } 18. ALL FIELD WELDING SHALL HAVE CONTINUOUS INSPECTION,, TO A.S.T (REQUIRED FINE AND COARSE AGGREGATE 6. ALL SHOWE'F? GLASS DOORS SHALL MEET THE REQUIREMENTS PLACE PRIOR TO POURING CONCRETE. 16d 024'o.c. CONFORM 32. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON- CONSTR. CONSTRUCTION PLAS PLASTIC I DOUBLE STUDS, FACE NAIL t 6d o t -1 6d SHALL CONFORM TO A.S. l M. C-33 BEARING PARTITIONS, SET FORTH IN SECTION 1711{fg) OF THE UNIFORM BUILDING CSK, COUNTERSINK PLAIT PLASTER 8-t sd I CODE AND PASS THE TEST REQUIREMENTS OF TABLE 54-2. 4. FULLY DIMENSIONED PLOT PLAN SHOwtNG EXISTING BUILDING MUST BE t0 DOUBLE TOP PLATEDOUBLE TOP SOFLAP SPLICE _ L �1 j y� 1 ��, C. CERAMIC TILE RL.. PLASTIC LAMINATE PROVIDED. I t. BLACKINGS BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL o6"o8d 4. LOCATION OF CONSTOE NAIL . TRUCTION OR POUR JOINTS MUST BE Framing Notes P.L.PROPERTY LINE .. Y A A. CADENA AND ASSOCIATES OR ,33. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS A ALL SLIDING GLASS DOORS AND WINDOWS SHALL MEET THE 2-t Sd TOP A•.1 .RO E D 8 L COMPLY WITH THE PfZOVISIONS UNDER ALL BEARING WALLS STANDARDS OF A.N.S.I. CA 134, A 134.3 AND A 134.4 WHEN DBL. DOUBLE PL. PLAN. 5, SIDE OF RAF?ER, BEAM, POST AND FOOTING SHALL 8E DETERMINED BY 12. 3, TOP PLATES LAPS AND EINTERSECTIONS, FACE NAIL CONSULTING ENGINEERS 1• ALL WOOD MATERIALS SHALL CO STA A OF THE LATEST ED4TlON OF THE NATIONAL DESIGN DET. DETAIL PL. PLATE THE DEPARTMENT BY THE INFORMATION ON PLOT PLAN. 14. CONTINUOS HEADER, 2 PIECES t 6d O t 6'o.c. ALONG EACH EDGE , 5. PIPE MAY PASS THROUGH STRUCTURAL CONCRETE IN SPECtFICA770N FOR STRESS GRADED LUMBER AND ITS , TESTED IN ACCORDANCE WITH 7 LBS.. E 28 FOOT WITH A. O.F. DRINKING'FOUNTAlN PLYWD PLYWOOD 15. CEILING JOIST TO PLATE, TOE NAIL S Flashin f I%�Iaterp0'oofiI g Motes PRESSURE DIFFERENTIAL OF 1.57 LBS PER FOOT AND BE . D.F. DOUGLAS FIR PR. PAIR 4-sd TOE SLEEVES, BUT SHALL, NOT BE EMBEDDED THEREIN. FASTENINGS. g CER7FIED AND LABELED. DEM. DIMENSION PT PAINT STRUCTURAL NOTES ��.��j";;"GU�QI� upRp �R PARTtTON,NFACE NAit 3-i6d r RE TO 8E DOUGLAS 1. ALL WOOD FRAMING AROUND BATHTUB AND SHOWER AREAS � DIA, DIAMETER PT. • POINT 18. CEIUNG JOIST TO PARALLEL RAFTERS, FACE NAIL 3-t 6d i 6- ALL MISCELLANEOUS IRON APPARTENC:ES, ANCHOR BOLTS, 2 ALL HORIZONTAL FRAMING MEMBERSA 8. ALL FIXED GLASS SHALL BE TEMPERED POLISHED PLATE CONCRETE 3-8d J FIR LARCH STRUCTURAL GRADE #1 UNLESS OTHERWISE': SHALL BE"COVERED WITH 16�' ASPHALT SATURATED FELT NTH A MINIMUM THICKNESS OF 1 4" AT FULL HEIGHT DIAG. DIAGONAL t - ULTIMATE COMPRESSIVE STRENGTH OF CONCR6i'E O 28 DAYS SHAt-1- BE 19. RARER To PLATE, TOE NAIL 2-8d INSERTS; ETC., SHALL BE SECURELY WIRED IN PLACE OR LAPPED 6 MINIMUM AT THE JOINTS PRIOR TO THE / DIR. DIRECTION RAD. RADIUS 20.1 INCHES x BRACE To EACH sTuo ac PLATE, FACE NAIL OTHERWISE ANCHORED PR10R TO THE POURING OF ANY NOTED. WINDOWS 2500 px(. CONCERT SHALL BE A 5 SACK READY - MIX OR MACHINE M1XE0 2-Sd INSTALLATION OF THE FIXTURE. DISP. DISPOSAL REC. RECESSED y REF. REFERENCE WITH 1 PART CEMENT, t PART SAND AND NOT MORE THAN 4 PARTS 3/4" 21. I x8 SHEATHING OR LESS TO EACH BEARING, FACE NA t 6d 024 -8d ON TE, DN. DOWN 3ANd C GRE GRAVEL WATER CONTENT SHALL NOT EXCEED 7.5 GALLONS PER SACK OF 22. WIDER THAN t x8 SHF.aTHING TO EACH BEARING, FACE NAIL J. ALL VERTICAL FRAMING MEMBERS ARE. TO 8E DOUGLAS FIR 7. 8 HALL 8E A MINIMUM OF 3 1 2" THICK LARCH STRUCTURAL GRADE f/2 UNLESS OTHERWISE NOTED. 2, ALL EXTERIOR SIDING SHALL BE APPLIED OVER AN APPROVE© 1r7sLD*latton l�lotGS DR. DOOR REFER. REFRIGERATOR 23. BUILT-UP CORNER sTuas ALL CONCRETE SLABS 5 /' WEATHER PROTECTION SURFACE CONFORMING TO SEC770N O.S DOWN SPOUT REALTD. REFLECTED' CEMENT. 24.BUILT-UP GIRDER AND BEAM 20d 032' o.c. o TOP do 80T, AND AT ID -HEIGHT DWG. DRAWING . REIN, REINFORCING . STAGGERED z-zod o EACH ENos . W17N 6X6 10/10 WELDED H?RE MESH PLACEDM FIR LARCH 1707(a) OF THE UNIFORM BUILDING CODE. ANo a EACH SPLICE I" 4. ALL STRUCTURAL BEAMS SHALL BE DDUGLAS ?. ALL FRAMED CEILINGS AND UNDERFLOOR AREAS ARE' TO 2. ALL REINFORCING STEEL TO CONFORM TO ASTM A-6S 5 GRADE 4O. 2-1 � o ♦ach baring . OF INS SLAB, PROVIDE A 2" MINIMUM -CLEAN SAND FILL NTH STRUCTURAL GRADE 1 UNLESS 07MERWISE NOTED. D/W DISH WASHER RES RESILIENT . A 13 MIL. (PER CITY ORDINANCE) MOISTURE VAPOR BARRIER # 3. ALL EXTERIOR OPENINGS SHALL 8E WEATHERPROFED IN RECEIVE R--19 F164ERGLAS BATT INSULATION 77GHTLY FITTED RM ROOM LUMBER 25. 2 INCHES PLANKS STR BELOW THE SLAB, 5, ALL EXPOSED WOOD MEMBERS SHALL BE SELEC7ED FOR ACCORDANCE NTH SECTION 1707(b) OF THE UNIFORM INTO ALL. VOIDS. WHERE FOIL SIDED INSULATON IS EA. EACH R.O. ROUGH OPENING 1 , ALL STRUCTURAL LUMBER TO BE OOUGLAS FIR - LARCH OR REDWOOD 2&' WOOD HESUEDGEA�t PANELS 2 NCHES PFEELD) t 60AR0 D MITE SHIELD BET' ,E1. LL ,W , D THEIR APPEARANCE. 8U/LDlNG CODE: REQ/lRED t'ACE THE FOIL TO 7NE INTERIOR. ELEC. ELECTRIC AL REQ'D. REQUIRED ROUGH SAWN OR sus}: sd 8. PROVIDE AN APPROVE TER f TT ELEV. ELEVATION ) R.R. ROOF RAFTER ( A. GRADE #2 OR BETTER FOR 4xLOR URGE /8FA SE AND POS SS 19/ INCH AND LESS gd A� 19/32 - 3/4 INCH 1 Od AND CONCRETE OR WOOD AND MASONRY G0 t9C?.7p)W IN 2• ALL FRAMED WALLS SHALL RECEIVE R-19 FJBERGLAS BA ALL UNDER FLOOR AREAS, 6. ALL METAL FRAMING DEVICES AND CONNECTORS SHALL BE 4: ALL FOUNDATION WALLS BELOW GRADE SHALL BE INSULATION TIGHTLY FITTED INTO ALL VOIDS. WHERE FOIL E.N.EDGENAIL RWD. REDWOOD g. GRADE f1 OR BETTER ED IN ACCORDANCE WITH SECTION 1707 b OF EQ. EQUAL C. CONSTRUCTION GRADE OR BETTER FOR STUDS, PLATES, SitJS do 7/8 - T INCH l Od SIMP50N STRONG T!E OR EQUAL. DAMPROOF SIDED INSULATION IS REQUIRED FACE THE FOIL TO THE t - t /a - t -1 /4 INCHES TH£ UNIFORM BUILDING CODE. INTERIOR EXIST. EXISTING S. SOLID CORE BLOGKINGS. 27.PANEL SIDING TO FRAMING (CORROS'10N-RESISTANT SIDING NAILS) FLOOR EXP. EXPOSED SECT. SECTION ad anon Notes 7 ALL PLYWOOD USED IN STRUCTVRAL ROOF, WALL, : - G TIERS AND DOWSP4UTS SHALL TERMINATE AT EXT. EXTERIOR SEL. SELECT 2• W000 USED IN CONSTRUCTION OF PERMANENT STRUCTURE ANO LOCATED 1 /2 INCH ANO LESS . AND DIAPHRAGM PANELS SHALL CONFORM TO THE, 5. ALL U J. ALL DOORS AND WINDOWS SHALL BE WEATHER STRIPPED TO S.F. • SHELF FURRING s/a INCH • REQUIREMENTS OF THE U.S PRODUCT STANDARD PS 1-74 CONCRETE SPLASH BLOCK AND DIRECT WATER AWAY FROM PREVENT HEAT LOSS. NEAR THAN s' To EARTH SHALL BE TREATED woOO OR REDWOOD. 28 FIBER BOARD SHEATHING sd 11 1. ALL CONCRETE MASONRY UNITS SHALL MEET f . . REOUIREMENTS OF SECTION .2403(C) OF THE I:/I �'�R FOR SOFT WOOD PLYWOOD CONSTRUCTION AND INDUSTRIAL. THE BUILDING. F.A.U. FORCED AIR UNIT SHT SHEET HARDWARE, W ARE 15/ INCH AND LESS gd Q " " ALL PLYWOOD SHALL BE EXTERIOR GRADE STRUCTURAL ,yy1. 4. ALL ELECTRICAL BOXES SHALL 8E SUPPLIED WITH APPROVED FD FLOOR. DRAIN SHTG. SHEATHING t BOLT HOLES SHALL BE DRILLED OR PUNCHED. SIZE HOLES 1 jt 6' (MAx} 2S/32 INCH BUtLQtNG CODE AND MEET A.S T.M. C 9 GR'�iii �t E. CHIMNEY AND ROOF INTERSECTIONS SHALL 8E WATERPROOFED rE•C. FIRE EXTINGUISHER CABINET SfM SIMULAR I of BOLT USED. \ 11 1. STANDARDS. GASKETS LARGER IN DIAMETER THAN THE NOMINAL SIZE 29, INTERIOR PANELING 6d ACCORDING TO IN ACCORDANCE WITH SECTION 3203(d5) OF THE UNIFORM F.F. FINISH FACE S1MUL. SIMULTANEOUS t/4 INCH sa 8. ALL AT77C SPACE SHALL BE PARTITIONED ACC 2. AGGREGATE SHALL CONFORM TO A.S. T.M C , QR7AR) SECTION 3205{bJ OF THE UNIFORM BUILDING CODE BUILDING CODE. F. G. S. FUEL GAS SLOG. SLIDING 2• ALL HARDWARE CONNECTORS (NAILS, BOLTS, ETC. ) EXPOSED TO WEATHER 3 jg (NCH .. SHALL BE OF GALVANIZED. AND A.S.TM. C-404 (GROUT). • • . . Ceramic Tile �fo tes F.G. FINISH GRADE SOF. SOFFIT TIE T FAMED WALLS F.H.C. FIRE HOSE CABINET SP. SPACE t . COMMON OR BOX NAILS MAY 8E USED EXCEPT WHERE OTHERWISE STATED ;` 9. WHERE STRUCTURAL BEAMS E INTO R J. L M TAR AND GROUT SHALL CONFORM LCTlON PROVIDE A METAL TIE STRAP ACROSS THE DOUBLE TOP V�:nfilation Notes 1, CERAMIC TILE iNSTALLATfONS 5NALL CONFORM t0 TTfE FIN FINISH SPEC. 5PEC1FtGATlONS 3 A METAL PLATE, METAL STRAP OR WASHER NOT LESS THAN STANDARD l ALL ORt ATIONAL'STO THE FIX FIXTURE ` SQ. SQUARE Z. FOR ALL PANEL NAILING: NAZI O 6 INCHES O.C., INTERMEDIATE SUPPO :l . 2415 c AND TABLE 24--A OF THE UNtFOR OILDING CODE. PLATE LATEST ED!?74N OF 7NE AMERICAN NT WASHER SHAH 8E BETWEEN THE WOOD AND BOLTS HERO AND BETWEEN () �. 1. AT WOOD FLOOR SYSTEMS CLOSE TO GRADE PROVIDE F.J. FLOOR JOIST S.S.$.S. STAINLESS STEEL ExcE;Tr 6 INCHES o ALE SUPPORTS WHERE SPANS o EDGES t2 INCHES THE WOOD AND THE NUT. O.C. O ARE 48 INCHES `oR MORE. 1 4• GROUT SHALL BE: 1¢ PLYWOOD FLOOR AND .ROOF SHEATHING SHALL BE LAID VEN77LA77ON PER SECTION 2517(c) OF THE UNIFORM SPECIFfCATIONS FOR THE 1NSIALLATION OF CERAMIC TILE. FL FLOW STAG: STAGGERED • NTl OUS OVER TWO OR MORE SPANS WITH THE FACE BUILDING CODE. FLR. FLOOR STD. STANDARD ¢ 1 PAR? PORTLAND CEMENT CO NU 2, ALL CERMIC TILE CORNERS, TERMINATIONS, AND FLUOR. FLUORESGANT STL. STEEL 4 3 PARTS SAND GRAIN RUNNING PERPENDICULAR TO THE SUPPORTS -INTERSECTIONS OF THE WORK SHALL BE ACCOMPLISHED 1 4 MIN. TO ? 2 MAX.- PART NYDR '' 2• ALL REQUIRED ATTIC YENT/LA770N SHALL CONFORM TO NTH THE USE OF APPROPRIATE RADIUS TRIM NO CUT FDN. FOUNDATION S SP. STRUCTURAL 11 q I :Izl / /E R FRAM CONSTRUCTION SECTION 3205(c) OF THE UNIFORM BUILDING CODE. F.O. FINISH OPENING SUSP. SUSPENDED. I , 11. PROVIDE FIRE' STOPS FOR FRAMED � PER SECTION 2116 F2v If THE UNIFORM BUILDING COf3E TILE EDGE'S SHALL BE ACCEPTED. FOC FACE OF CONCRETE S W. SHEAR WALL �" t �� 5. ALL MORTAR AND GROUT FOR BRICK MA �4LL ( ) FOM FACE OF MASONRY � �� q, «,��'°� a .; 3. GARAGE VEN77LA770N SHALL CONFORM TO LOCAL p FACE OF STUD TEX. TEXTURED _ �� °_�" J p. g, CONFORM TO SECTION 2415(c) AND TAB �F THE BETWEEN JOISTS OR REQUIREMENTS �1 . UNIFORM BUILDING CODE . 12. 2X SOLID BLOCKING SHALL BE' PLACED T IrE: �6t :1�}e`CC1i%i %VCi.S F S �_, ° :, �• FOUND FOUNDATION T&G TONGUE AND GROOVE ' r`°°% $ I l� ? _ ` 4 RAFTERS AT ALL SUPPORTS. r° t .� v °'.� F,P FIRE PROOFED{ING} 7R. TREAD � � 1k , , � _ "11 6 B . 4. HABITABLE ROOM VENITLAVON SHALL CONFORM TO SEC77ON 1. THE SULDING ENERGY COMPLIANCE DESIGN SHALL MEET THE FIRE RESISTANT THK. THICK I ` ' ^` tee' ,' �T b� L° J ��^' f ' � ,__ ' MORTAR SHALL E. POR N T 13 CROSS BRIDGING SHALL, BE PROVIDED AT 8'• -O" O.C. MAX. 14p4(a) OF THI: UNIFORM 9UILDING CODE. REQUIREMEJifTS OF TITLE 24 PART 2 CtIAPTER 2--53 OF THE Ffi' €" `� t � r � - �. � .�• y t" 1 PART TLA D CEMENT FOR ALL JOISTS AND RAFTERS MORE THAN 8" !N DEPTH CALIFORNIAADMINISTRATIVE CODE FRM'G FRAMING TD.C. TOP OF CONCRETE ra° �"` z "�„� a y� is P, �, 3' , V z 6 � M�.yas�J>rw° 4 PARTS SAND R USE 2 X 3 OR AN APPROVED METAL T}PE BRJDGtNG. FT. FOOT T O.S. TOP OF STEEL k �4 ea ,y, v,'t 's �* r ,F 4G � d, C• a.`'� ya to°'-. k A r "F,A,,.,. *-,,,..a 1/4 rL11J1t TO 1/2 MAX. PART HYDRATED LIME ORG.e�G+%�`e FTC. FOOTING TYP. TYPICAL �j LIME PUTTY. 2. THE INSULATION INSTALLER SHALL POST !N A CONSPICUOUS TV. TELEVISION :¢1`NO a. SORBING OF WALL FRAMING SHALL Y THE ;, ` tqa 11 14 CUTTING, NOTCHING, ORLOCATION iN THE BUILDING A CERTIFICATE SIGNED B GA. GUAGE ' `"- , � � �� , k, (�� • � ,�.< � � ,. y�. �� -. � . �... 9 1. PROVIDE ATTIC ACCESS PER SECTION 3205 OF THE UNIFORM� V n �,• 7. BE ACCOMPLISHED !N ACCORD WITH TH SECTION 2517(G.6, 8, ,) THAT' THE INSTALLATION U.O.N.UNLESS OTHERWISE ` "' "�� `' ' GROUT SHALL BE: INSTALLER AND BUILDER STATING GARB. GARBAGE t-,3 < � �r R ` ,i "` 1 PART PORTLAND CEMENT OF THE UNIFORM BUILDING CODE. BUILDING CODE. "'$ >, . " CONFORMS WITH THE REQUIREMENTS OF 7JTLE. 24 PART 2 GFf GROUND FAULT INTERUPTlON NOTED „: ` k'" � &t�, u - u' ' 3 PARTS SAND CHAPTER 2-53 AND THE MATERIALS INSTALLED CONFORM G.I.GALVANIZED IRON' a, "¢ ' 1 MIN. TO.2 MAX.- PARTS PEA GRAVEL WITH WATER 1S CUTTING NOTCHING DR BOBBING OF JOISTS, E3EAMS, OR 2. PROVIDE ACCESS TO UNDER FLOOR CONSTRUCTION AREAS �1 SUFFICIENT TO ALLOW GROUT TO FLOW INTO ALL GIRDERS SHALL BE ACCOMPLISHED 1N ACCORD WITH SECTION PER SECTION 2517(c} OF THE UNIFORM BUILDING CODE WITH THE, REQUIREMENTS OF TITLE 20 CHAPTER 2• G.L.B. GLUE LAMINATED BEAM t/. VOLT MY'$ 1. - "'�"7w. - `may 2517 H OF THE UNIFORM BUILDING COD£. SUBCHAPTER. 4 ARTICLE 3. GR. GRADE VEl�I VENEER ,r f _�ts " ,, ? � T `' CAVITIES () GYP. GYPSUM VERT. VERTICAL 4 ,da1 ;,1'� �' ALL IN ULAITON MATERIALS SHALL BE CERTIFIED BY THE VP. VENT PIPE ,3 ,'•.'u� a # Yp�._ . 8. • PROVIDE 25" MINIMUM GROUT SPACE AND i/2" MINIMUM 16 S77?UGTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. �l1"e' �/curl?IC'1C,,�.%�'�':a�.�ai`�?l°ICE; l�lC�} G� 3 S' R AS COMPLYING 3MTH THE CALIFORN/A H.S.NOSE BJBB V.W.C. VINYL' WALL COVERING ,I "k`- • a% "y �. MANUFAOTURE t ° r L» r: '''' "` �f , £ g GROUT BETWEEN REINFORCING AND MASONRY. UNLESS SPECIFICALLY NOTED OR" DETAILED. � � g QUALITY STANDARDS FOR INSULATING MATERIALS. . H.0 HOLLOW CORE. 1. PROVIDE AN APPROVED FIRE SMOKE DETECTION SYSTEM /N HDWD. HARDWOOD W/ WITH j, ; � _ t � �� ' a h ' >.. g . 9. ALL MASONRY CONSTRUCTION SHALL CONFORM TO SECT1QN 17 BRACING OF ALL WALLS OR PARTITIONS SHALL BE IN / L 8E R71F1ED 8Y THE' NDWR. HARDWARE W.C. N/ALL COVERING , ,\ _',,, � .� 241 AC ;D C N 2517G.J3 OF 7NE UNIFORM BUILDING ACCORD WITH SECTION 1413 OF THE' UNFORM BUILDING CODE. 4. ALL INSULATION MATERIALS SNAL GE � � � � � ��,� 1�j �.•. ,� � ., ��' 5(b) OF THE UNIFORM BUILDING CODE, LATEST ADORtjF !�, Yl/jl _ , iZQ„ ( ) EDITION MANUFACTURER AS COMPLYING WITH THE' CALIFORNIA HDR, HEADER , W.C. WATER CLOSET a .,r $._ " "A 2. PROVIDE FIRE RESIS77VE CONSTRUCTION IN AREAS REQUIRED QUALITY STANDARDS FOR INSULATING MATERIALS HGR. HANGER WD. WOOD ` :, °.S ), .. ;. ," j0 ALL CELLS SHALL 8E IN VERTICAL ALIGNMENT TO PROVIDE 18. PROVIDE 1 X 6 DIAGONAL L�:T-7N 1�. 4CING (AT APPROX. BY SECTION 503(d.4) OF THE UNIFORM BUILDING CODE HOL. HOLLOW W.H. WATER NEATER i' .. ,.•.<:f• ., �. ' WALLS NOT 5. DOORS AND WINDOWS BETWEEN CONDITIONED. AREAS AND HORIZ. HORIZONTAL W,,J. WROUGHT Ifi'ON t � �""" '� ` A MINIMUM UNCE 7RUCTE0 CORE OF 3 X3 . DOWELS FROM 45 DEGREES) EVERY 25 0 IN ALL STUD W W.L. WATER LINE " "- �� ' F UNCONDlTlONED AREAS, SUCH AS GARAGES P SIS77 CONSTRUCTION UNDER ALL USEABLE THE OUTSIDE 0 F ING • I ...�, ...... , , . FOOTINGS SHALL BE SET TO ALIGN WITH CORE CONTAINING SHEATHED. BRACE SHALL RUN CONTIN,UDUSLY FROM TO 3. PROVIDE FIRE RE VE DE DIAMETER W.f' WATER PROD { } .. -• x- Ott_ ______ k4_ m REINFORCING. PLATE TO SILL PLATE: STAIR SPACE !N ACCORD WITH SEC770N 3305(m) OF THE AND COMPARTMENTS FOR CENTRAL AIR GAS FURNACES I.D. INSIDE -xA° r _,- UNIFORM BUILDING CODE SHALL BE FULLY WEATHER STRIPPED, IN. INCH W.R. WATER RESISTANT _u;-perb- M�1..,.y 11. INC INCANOESCANT , ALL CELLS BELOW FINISHED `;GRADE AND ALL CELLS 19. ALL UNDER ,FLOOR CONSTRUCTION SHALL CONFORM TO SECTION 2517 C OF THE UNIFORM BUIDfNG CODE. 4. FIRE RESIS77VE CONSTRUCTION FOR WATER• HEATER AND INGL. INCLUDED11 11 (} 6. MANUFACTURED WINDOWS AND DOORS SHALL BE CERTIFIED ' r JNT INTERIOR •- 12. CONTAINING REINFORCING, ANCHORS OR INSERTS SHALL BE FURNACE AREAS SHALL BE AS REQUIRED BY LOCAL AND LABELED.IN ACCORD WITH THE APPROPRIATE . FILLED SOLID WITH GROUT BUILDING CODES INFILTRATION SANDARDS �� ..» _ - 13, CONCRETE SURFACES SHALL BE CLEANED OF AL! LAITAN^F . PRIOR . TO SETTING OF BLOCKS _. . _ . CR REORDER NO. 61011S• REV1810riS -BY-- M v (A1 TYP, Cp055_S�C110N 1/ 21, Xx PLYWOOD cl-wl G 11H I , rye 2X4 5TLV5 V 81, 5fucco 5 / 8 A,13, I " WO CONCH M 61 -01, 0-c 0M WM 12"' MOM CRNFk51/ 4"X21/ 2X71/ 2 PW It 5CUN 2M P.P.Pf, 51LL CCM, %AP PCK FALLNMI 2 5ANt2 PA5� TOP& Poffom 1211 ----------- 7 181, LONG M�f& MT�r 16 " O.C. 1/ 21, cpX Mywoop V, 0 6f 6d @ 6,6,12 .......... . ... . . . ......... A" lk cA7\ t V\— Gt "44 :JEA o 1/ 21, ct2x rLmoot? NAILS 8d @ 6,6,12 20 PR, @ 1611 0,C, kANI",-1 5 -16d IZAf �P, 10 J015f CON-FACT!?K()lqE (714) 667-2700 SUBJECT TO CONDITIOan' S B-EL(-)W: s to rr,,atch existing 11A� R NAIL All matenal A A-�5 FMIN6 ANCHOk 2- 2X-4 @ 16 O.C. for PLANS 118i1 co ovrlp IN51 �ATH # I Mf 2X8 CJ 9 16" O,C, I -3O INA 2X PLATE W/ 3-16d TO EA. RAFTER a—, $—on A A I Ai iFnpt\il.A �' ORAWlY C H E C K E O OATS SCALE JOB NO. SHEET OF SHEETS E PRINTED ON CLEARPRINT 1000M.