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<br />RC ALUM. PANS <br />liD X I 1/2" S.M.S. <br />0. C. IN TO. 2 X 4 PLio. rr <br /> <br />S~oPE <br /> <br /> <br /> <br />OPTIONAL SHEARWALLS FOR: <br /> <br />~ <br /> <br />I "~ <br /> <br />HDTr: ONL Y SHEAR WALLS. LO"-O BC"-RINC <br />WALLS ReOUIRC HURRIC...NC ST7?APPING <br />HURRIC"-NC CUP r. . B. OF CA. If.A.LL S11JO <br />. 24' D. C. (iJ"-X.) <br />USE SHEARW"'U STORII 8R"-CC-X PIo. TTT:RN <br />'/IttTH II.H. STRAPPING 14'/ (I) 5<i . C.... S11JO. <br />(OR) <br />USE STORII 8RACE 1/"" THCRIIOPL Y .t N"-ILeo <br />PCR MFG.. SPEC', 14'/ HURR. CLIPS PCR "-Bo.Vf <br /> <br />SECURe ALUMINUM P"'HS TO. TOP PL...Tr <br />or [NO WALL w/ /10 x 1 1/2" S.M.S. 2 <br />12" o.c. (AND S!CURe CND WALL Vf7fT. <br />STUD TO HOST STRUCTURE W/ /10 x J" <br />. 12" D.C.) <br /> <br /> <br />". <br />MAX. <br /> <br />$/1' Tlll lIOOO SIDING OR <br />\o1Nl1. OR "'LUM. SlDIHG DVf'R 1/2" PL Yo W/5<i <br />. "/12' D.C. eDGCS /IHTrRM. <br />. . J' D.C. TU . ALONG AU. HEADERS. PLATrS <br />(rOlf SHEAR . UPutT) RCPLACES HURR. CUPS <br /> <br />S <br /> <br />.24' D.C. (2" IJIN. 'eIlBeo.) <br /> <br />lIOOO PL'" Tr <br /> <br />.. ~: ~ <br /> <br />~TG DeTAIL <br />';C I-H <br /> <br />NEW OR eXlsnNC <br />4" 2500 PSI CONC. SLAB <br /> <br /> <br />SECURe "-LUIJINUIJ P"-NS TO TOP Pu. rr <br />OF END W"-LL ("-NO eND W"-LL VfR ncAI.. <br />TO HOST STRUC11JRC) 14'/ {10 X 2' 5.11. S <br />_ 24' D.C. <br /> <br />J" STRUC11JR...L ALUIJ. <br />ROOF' SYSTrJ.i (TYP.) <br />" --- BCAJ.i <br />A rT"-CHEO _ T4d1 14'/ C"-PRI CLIP <br />OR CA~.7tE CLIP (stE HOTrS BELOW) <br /> <br />2"x2" PDST (SEe CH"-RT Pp. I-E) <br />M"-X. "-0' SPAClHC <br /> <br />I" X 2' PURLJN) <br /> <br />TYP.) <br /> <br />· FOR WOOD DECK <br />(5EE NOTE BELOW) <br /> <br />SEe rTC. oET"-IL <br />PM;C I-H <br /> <br />Hew OR eXlsnNC <br />4' 2$00 PSI COHC. SL"-B <br />w/lJOHO. FOOTrR (TYP.) <br /> <br />1-/6 CONT (TYP.) <br /> <br />ROOF A TTACHMCNT NOTES <br /> <br />FASTFNER TO BE DETFRMINED <br />BASED ON CONSTRUCnON OF <br />HOST STRUCTURE <br />110 SM.S. X I 1/2" (; 8" <br />o C IN TO WOOD <br />f2B <br />(2) 110 (; 16" D.C. INTO WALL STUOS <br />f2B <br />(2) {10 x 2" (; 24" D.C. THRU <br />3/4 (MIN.) FASCI.4 INTO TRUSS OR <br />RAFTFR T...ILS <br />QB <br />1/4"' TAPCONS (; 8" O.C. STAGGERED INTO CONC. <br />W/IIO S.M.S. THRU REC. HE.4DER INTO P.4N BOTTOM <br />tiJllL.. 1 1/4" MIN. EMBEDMENT INTO CONC. <br />I 1/2" MIN. EMBEDMENT INTO WOOD <br /> <br />* REPLACE ALL DETFRIORA nNG <br />WOOD: wi F.4SCI.4 SECURED <br />TO RAFTFR (TRUSS) T),fLS <br /> <br /> <br />* FOR WOOD DECK: USE 110 SCREW <br />X J" LG. (THRU WOOD DECK INTO <br />BEAM OR HEADER) (; 24" O.C. M.4X.) <br />USE (2) 110 X J" (; EA. POST <br /> <br />CLIP A TTACHMENT NOTES <br /> <br />CAPRI CLIP: <br />USE (2) L I" X I" X .060" W/ (2) <br />110 X J/4" TFKS INTO EA. F.4CE <br />f2B <br />CAST!.E CLIP: <br />L 1 1/2" X 2 1/8" x .050" REC. CH.4NNfL <br />W/ (4) /10 X J/4" TFKS INTO BEAM OR OPEN BACX <br /><< (2) /10 x J/4" TFKS INTO E.4. SM.8. OF COL. <br /> <br />THIS STRUCTUR[ H"'S B[[N D[SlCN[D IN <br />...CCo.RO"'Nce I'rI TH THE '97 ST"-NO.J.RO BLOC <br />Co.O[ H1 TH ALL R[YlSlONS TO. <br />CH.4PT. 1606 FOR /10 MPH H1NO VfLOCITY <br />VCVD AFTFR 2-1-0.1 <br /> <br />0.4 \10 NORRIS ENGlNEERiNC <br />/12 COLEMAN RD. <br />H1IY T[R H.A. Vf:N, fl. JJ~O <br />(86J) 299-10+8 <br /> <br />Pg. 2-E <br />