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24' O.G. _ �xv���.... <br /> j0d (3"xo.128") REINFORING STEEL SHALL COMPLY <br /> Ibd(3 1/2"X0135) Ib" O.G.ALONG EA.EDGE A. IN SEI5MIG DESIGN CATEGORY D, , <br /> Ibd(3 1/2"X0.135) Ib" O.G.ALONG EA.EDGE OF A5TM A -706 FOR LOW-ALLOY STEEL WIT++ A MINIMUM EILD 5TRENGTH OF 60000 P51 I <br /> 4-8d (2 1/2"XO-113) <br /> (GRADE 60) (414 MFO). GRC SECTION R404.L2.3J. ,} <br /> (3"X0.128") <br /> 24" O.G. <br /> IOd ' <br /> 24" O.G. <br /> IOd <, <br /> 8-Ibd(3 1/2"X0.135") <br /> Ibd <br /> 3-1bd C3 1/2"X0.135) <br /> 3-8d <br /> 09 <br /> 2-I6d(3 I/2°X0.155") <br /> 2-I6d <br /> 2-ed 21/2"X0.113 33 <br /> 2 5TAPLES 1 3/4" JA <br /> 2-ad ST 21/2"X514" APIr LIcANT S4��L} BE <br /> 2 STAPLES 1 3/4 a '��7 L <br /> 115 <br /> 5 STAPLES/4" <br /> 5-ad 21,2"X0.113 RESPONSIBLE FOR <br /> 4 STAPLES 13/4" <br />.00R DETERMINING LOOATI®I�l <br /> 3-ad1 "X0.115) OF ALL PROPERTY LINES <br /> 2 <br /> 2-86 F1 I/2"X2.113) <br /> IL 2 STAPLES 13/4" <br /> JAIL 2-16d(31/2"X0.155) AND EASEMENTS <br /> ad(2 I/2"XO.113) b"O.G. .} <br /> EACH SEARING '} <br /> 2-16d(5 I/2"X0.135) AT AS FOLLOWS ) <br /> NAIL EA_LAYER <br /> IOd(3"X0.128°) 32°O-G-N TOP 8 OCT- SPLIG � <br />> ERED.2 NAILS m FA ENDD <br /> 5-Ibd(5 I/2"X0.135) AT EACH.IOIST OR RAFTER <br /> i <br /> 5PAOING OF FASTENER`+ i <br /> (gFFJ ED6E5(INCHES) FIELD(INCHES) <br />;OOP B INTERIOR WALL SIiEATHIN6 TO FRAMING <br /> V WALL SHEATHING TO FRAMING 2r6 Planning <br /> Division <br />.IL(5UBFLOOR WALU b Uin �rsasnty Stkn 95205 <br /> NAIL(ROOF) r6) fan J®ani CA Shown. <br />,1L(WDF�—FLow b 12 1810 E Hazelton �`'e' roved as. <br /> NAIL(ROOF) b 126 propose site plan app <br />;0.150 2 Prop eS or modifications may be <br /> m the <br /> nAO72L 6 No ch ng out written approval®iv sion. <br /> dALL SHEATHING made Rin County Planning <br /> 6 aq <br /> 1/16"GROVIN OR I° 5 <br /> San <br /> I/4"LONG �"_-�-- <br /> 6 I6" GROWN OR I" ©ate <br /> 3 <br /> 1/21, L <br /> i/2" ONG <br /> AIL;MTAPE GALV. <br /> J5,TYPE W OR 5 <br /> JAIL;STAPLE GALV. 1 <br /> FyJs,TYPE W OR 5 ,(MEtyT TO FRAMING ,%QUIN COUNVI <br /> IATION SUBFLOOR UNDERLA SAN , EALTH DFPART�v�". ' <br /> 0")NAIL OR 6 12 ¢x"i. I"t <br /> 30 NAIL 12 <br /> 31°)NAIL OR <br /> 0.12.0)NAIL y�,yy¢r y pe sh <br /> 6 12 <br />")NAIL OR <br /> 0.120)NAIL // than <br /> 0.447 M/5;I K51 = 6.045 h9'a 1� statjen Pflzx <br /> E PER HOUR= d re I< 2` We X r3r'' 2�1 oyer over <br /> 1 .{ n 1e e Is _ <br /> OTHERWISE STAI'ET7.NAIL5 USED <br />)RMED SHANKS EXCEPT WHERE THS AS SHOWN: <br /> IN6 YIEJ.D STREN6 ,amu <br /> LAVE MINIMUM AVERAGE BEND LARGER THAN 0.142"HUT __ r <br /> 7HMONI, 10 KSI FOR SHANK DIAMETERS. q <br /> NK DIAMETERS of 0.142' OR LESS- qE"g � <br /> JF 1/16"ON DIAMETER GROWN WIDTH: P <br /> O.G.AT ALL SJPPORT5 WHERE SPANS ARE 48" OR GREATER i "i•"'s,.., _` <br /> ERTIGALLY. ON TABLE R&O2.3 ' <br /> TABLE SHALL BE BASED <br /> GREADESHEATHING TO FRAM WITHFORMED(21/2. 10.12NAILS <br /> J MPH OR TER ed IN MIN.48" <br /> STRUCTURAL PANEL ROOF <br /> OOP HEIGHT 15 MORE THAN 25'-O" UP TO 35'-0' MAXIMUM. EATER QUIN COUNTY <br /> JO MPH OR I FS,NAILS FOR ATTACHING W000 STRUCTURAL PANEL SAN JOA LTH DEPARTMENT <br /> G SHALL BE SPACED b' O.G.WHEN BAMIG WIND SPSPACEP 6"EED MI�;ppogT5 SHALL 15ENG. MENTAL HEA AVE. <br /> AiJD INe TO ENDS WA <br /> IA <br /> 4 o 0 TO GABLE END WALL o.M ENVIRON HAZELTON <br /> G 1346 AILEND SHALL BE INSTALLED.I%AOGORDANGE WITH GA 253. 1868 E TON,CA 95205 <br /> AMTM c 2oe. STOCK <br /> TO ON ROOF (209)468-3420 7 �.- sY <br /> PANEL EVGES APPLIES ONLYA5PAGING OF FA57ENER5 MING PROVED SUBJECT TO;® r ' u y, t� �''� <br />.LI.FLOOR PERIMETERS MIN6 MEMBER` AND REQUIRED BLOCKING. <br />�6E5 MUPPORrEo MBAR-BE PROPOSAL AP ERMIT 1 L . <br /> NEL ED6ES PERPEN0IGULP.R TO THE FRAMING MEMBERS NEFD NOT OBTAIN SANITATION P 7 <br /> 2 PROVISIONS OF THIS cope.FLOOR PER METER PERMIT <br /> BLoOKIN6. p OBTAIN VJELUpMP BELOW <br /> CC <br /> ON01' ONS NOT�EDyBE uu I% <br /> REMARKS y <br /> ZRAL NOTES <br /> . r s <br /> q 1 t L ( �BY shown and described <br /> GES L Date= —` to that whi rove any omi�lOn or <br /> Approval extends only <br /> hereon and does not authorize at app <br /> {pvion a from requirements of state laws or local ordinances <br />,GGORDANGE WITH THE ABOVE LISTED GORES AND ALL <br /> EIN. ` <br /> RAL PRAWINC75 ARE TYPICAL AND 51MILAR DETAILS. SPEC- 00 ) c7v <br />"HE DRAWING5 TAKE PREGEDENGE OVER GENERAL NOTES AND sA %Q 9T8 r - <br /> APPA ads <br /> NtfINESAL. E� <br /> PREGEDENGE OVE <br /> MR SCALE ON PLANS. ANY DISGREPANGIES <br /> ATE ATTENTION OF THEDESIGNER. nom, <br /> SHALL 5E SPREAD OUT IF PLACED DN FLOORS OR ROOF FRAM- <br /> SHALL <br /> RAM- <br /> xe ^9e OF <br /> FTAILINIS, F5- <br /> to > a <br /> GH MATERIALS 5HALI NOT EXCEED DESIGN LIVE LOpBRIGATION s1a fn ° zd <br /> w �zQUIM,ar rN rea::. <br /> N RESPONSIBLE FOR ALL ERN ORSDING GOORD NATION WITH nan mv'. <br /> fHE STRUCTURAL MEMBERS, r� }I tsa4cnaxmum o+i cserc <br /> fi 1 <br /> .no IS 44 -Iv <br /> 1=0UN� <br /> 38 <br /> 1E FOUNDATION 15 BASED ON A SOILS REPORT, THAT FACT .�--- <br /> IF <br /> TIAL CODESAND IA5B5UMED SOIL 5EASEP ON UA G�EMENPRESSURE T5 OF AOF. <br /> R <br /> I,TION SHALL CONSIST OF 50ARIFYING AND RF—c,OMPAGTING - <br /> ETo A RIAL RIEQU RED SHALL BE PLACED N b" LAYERS AND GOM- <br /> TREATED AS SITE N01-EP A50`i'L <br /> M OF ALL FOUNDATIOAGED <br /> IE PAVED SHALL BE NS, WHERE POSSIBLE, <br /> 5TURBED STATE. FOOTING DEPTH MINIMUM IS <br />;.T BACK FILL FOR TEP <br /> SHALL BE TREAA <br /> TED AS SITE <br /> -�c84a.FOR 10'-0" <br />