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t f <br /> SHEAR WALL OP7)ONS RECElV1NG CHANNEL ATTACHMENT <br /> 1) 5/B' Ti 11 WOOD SIDING OVER VAPOR BARRIER, OR (SEE PG. 4—D) <br /> V7NYL OR ALUM. S1DlNG OVER (OSB OR CDX) 7/16"PLYW000 <br /> (NOTE• PLYWOOD WITHIN 8' OF F)NISH GRADE MUST BE P.T.), ,}�10 SMS <br /> ATTACHED W/8d �6%12" O.C. EDGES/INTERM. & �3� O.C. SECURE COMPOSITE /NTO EA. ���� <br /> T&B & ALONG ALL HEADERS & PLA7ES (FOR SHEAR & UPUFT) ROOF PANELS PER RISER � � <br /> BEPLACES HURR. CLIPS DETAIL PG. 4—D <br /> NEW OR EXISANG <br /> SUPPORT <br /> 2) STORM BRACE 1/8' 7HERM0 PLY NAILED PER � S7RUCTURE <br /> MFR S SPECS W17H X—PATIERN OF M.H. S7RAPPlNG, <br /> NAILED W/(1) 8d AT EA. S7ilD OR PLATE MIN• S�OPE I <br /> QB SCREWED W/(i) �10 SMS AT EA. MEMBER. 1/�+�Ft• C RECEINN <br /> N07F <br /> (A) ALL UAUTY ROOM WALLS ARE CONSIDERED SHEAR WALLS, <br /> EXCEPT IFIOSE ATTACNED TO IHE HOST STRUCIURE. 3' SIRUCTURAL ALUM. <br /> (B) NURRICANE CLIP TOP dc BOTTOM OF EACH WAL[. ROOF SY51�M (TYP.) <br /> S7U0 �24' O.C. (MAX.) OBL 2'x4' TOP PLA7E' OR (1J 2'x4' (lF CONT.) <br /> USING SIMPSON H2.5 W/(10) 8d (OR EQUIVALENT FOR 400� <br /> UPLIFT) <br /> (C) �j'8x2'SCREWS MAY BE USED lN LIEU OF 8d NAILS 2'x4' W000 STUD � 16' O.C. <br /> (REQUIRED FOR METAL SIUDS) <br /> (D) USE 2x BLOCKING AT HORIZONTAL JOINTS FOR WALLS> 8' SEE SHEAR WALL OPAONS <br /> TALL. <br /> N07E• ALL UAUTY/SHED 1/4' 0 CONC A.B. m 24' O.C. (1 1/4'MIN. EMBED.) <br /> WINDOWS dt DOORS SHALL BE 2'x4'P.T. WOOD PLA7E <br /> DESIGNED fOR 30 P.S.F. /EXP. B' <br /> 42 P.S F. /EXP. 'C' <br /> , <br /> NOTF•VERACAL POSTS ABOVE AND BELOW ���•� '•' �~` <br /> WINDOW AND DOOR HEADERS ONLY �:�•;,�• �' <br /> REDUIRE ONE CLIP AT EACH END. <br /> NEW 20"x8' MONO PERIMETER FOOANG W/ <br /> (2) �5 CONT. OVFR 6 MIL. V7SQUEEN <br /> NOTE.• <br /> SECURE END WALL VERACAL STUD TO HOST S7RUCIURE W/�10x3' � 12' O.C. <br /> TYP. WINDOW/DOOR HEADER DETAIL GARAGE DETAIL lw= . 77 <br /> sHacc eE uMi�o ro: (NON—HABITABLE STRUCTURE) N.T.S. <br /> — 6'MAX. WlD7N W/(2) 2 x6'�2 S.Y.P. HEADER W/(1) S7U0 <br /> k (1) JACK S7U0 ON EA. SIDE, NAILED W/ 12d O 8' O.C. W/(2) <br /> 12d INTO EA. END OF HEADERS <br /> — 9'MAX. W1D7H W/(2) 2'x8'�2 S Y.P. HEADER W/(2) S1UD GENERAL NO TES <br /> dt (1) JACK STUD ON EA. SIDE, NAILED W/ 12d � 8' O.C. W/(3) <br /> 12d INTO EA. END OF HfADERS 1. 1/4'� CONC. A.B. INCLUDES• <br /> — 12'MAX. W107H W/(2) 2'x10' (QB (3) 2x8) �2 S Y.P. HEADER A. 1/4'� x 2 1/4' DRIVE'NAIL ANCHOR (EOUAL TO: WEJ—IT,}�DN1411). <br /> W/(3) STUD dc (i) JACK S7UD ON EA. SIDE, NAILED W/ 12d � <br /> 8" O.C. W/(4) 12d INTO EA. fND OF HEADERS B. 1/4� x 2 1/4' TAPCON (EQUAL TO ELCO) <br /> C. 1/4'm x 2 1/4�A.B. (EQUAL TO KWIK—BOLT) <br /> N07ES•' <br /> 1. 2500 PSI (MIN.) CONCRE7E <br /> OVER 6 MIL VISQUEEN <br /> 2. (MIN.) (1) �5 CONT. REBAR <br /> ORIGINAL UNDISIURBED GROUNO <br /> f7NlSH GRADE 6x6-10/10 W.W.M. OR i <br /> FlBERMESH CO�RE7E <br /> •e .. <br /> �12� a ., •. � •a °. . d e 2 <br /> MIN. . � <br /> z . • <br /> � • q . a � e} <br /> . � � � � ' � -T <br /> N . d � <br /> • . . ' . 3 <br /> d... Q �d 9j,t - -- <br /> F—B'MIN.� �` - _- __ ' .- <br /> MONOLITHIC =FOOTER __ _ -- _ <br /> �--1tf�.S.� . _ " " -- _ <br /> : � `_ _�- ` � <br /> � - - - -� -- � , <br /> DAV1D NORRIS ENGINEERING <br /> ' . - - - _l�-_l-\. � � 112 COLEMAN RD. <br /> , WINTER HAVEN, FL 33880 <br /> (863) 299—f04B P.E. 32186 Pg. 2-A <br /> C A. 8283 <br />