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<br />r <br /> <br /> <br />SP MSTA 24 <br />W/18 -lad x 11/2" <br />(6) 16d @ EA. END <br /> <br /> <br /> <br />10d @ 8" D.C. STAGGERED <br />EACH MEMBER (TYP.) <br /> <br />STRUCTURAL NOTES <br /> <br />6) WOOD: <br />6.1 WOOD STRUCTURAL FRAMING MEMBERS: <br />WALL STUDS <br />TOP & BOTTOM PLATE <br />BOTTOM PLATE IN CONTACT WITH MASONRY <br />I JOIST SQUASH BLOCK I <br />TRUSS BRACING & BLOCKING <br />FURRING & B.U.C. STRIP <br /> <br />-SPF STUD <br />-SPF #2 OR BETTER <br />-#3 SYP PT <br />-SPF STU D <br />-SPF STUD <br />-#3 SYP PT <br /> <br />(UNLESS NOTED OTHERWISE ABOVE) #2 SOUTHERN YELLOW PINE WITH AN ALLOWABLE BENDING STRESS (Fb) <br />PER ND5-2001 = 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI <br />6.2 DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR <br />LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE, LATEST EDITION, HIB-LATEST <br />EDIT10N AND QST-LATEST EDIT10N. <br />6.3 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. <br />6.4 ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD OR 7/16" OSB MINIMUM SHINGLES OR TILE <br />6.5 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES <br />SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. <br /> <br />6.65/8" x 7" EXPANSION BOLT OR 1/2" x 8" A.B. BOLT MAY BE USED INTERCHANGABLY <br />6.7 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 11/4" LONG MASONRY <br />SCREW FOR EVER (2) -lad NAILS <br />6.8 USP TA 51 EMBED ED STRAPS MAY BE REPLACED USING USP KST 248 STRAPS WI 21-12d NAILS <br />THRU SHEATHING & INTO STUDS ABOVE & (8) 3/16"0 x 1-1/4" LONG TAPCONS <br /> <br />SP RSPT4 W/(4) 8d NAILS INTO <br />TOP PLATE & (4) 8d NAILS INTO <br />STUD (TYP.) <br /> <br />CRIPPLE STUDS @ 16" O.C. BETWEEN <br />HEADER & TOP PLATE WI USP SPT24 <br />@ TOP & BOTTOM (U.N.O.) WHEN APPLICABLE <br /> <br />(2) 2X8 No.2 SYP HEADER w17/16" OSB <br />SPACER UNLESS NOTED OTHERWISE ON PLAN <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT. <br /> <br />2 ROWS 16d NAILS @ 12" O.C. STAGGERED (TYP.) <br /> <br />SP MSTA 24 w/18-10d x 11/2" <br /> <br />(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING <br /> <br />TRIMMER STUDS: <br />(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE <br />(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE <br /> <br />(2) 10d TOENAILS OR (2) <br />16d ENDNAILS EA. STUD <br /> <br />USP L TS19 @ EA. END OF OPENING <br />WI 8 -lad & 3/4" DIA. ATR ANCHOR WI 5" EMBEDMENT <br />MIN. USING SIMPSON "SET" EPOXY <br /> <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS THAT <br />MAY BE REQUIRED FOR SHEAR ANDIOR UPLIFT FORCES <br /> <br />TYPICAL FRAMING OPENING WI UPLIFT <br /> <br />REV. 9-24-04 TH <br /> <br /> <br />NOT TO SCALE <br />UPLIFT: 1195 #'5 = (LTS19) <br />695 PLF = (SPT24) <br />1122 #'5 = (MSTA24) <br />404 #'5 = (RSPT4) <br /> <br />L <br /> <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND <br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION). <br /> <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE <br />DATE IS SIGNED AND SEALED. <br /> <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS <br />DRAWING ONLY. <br /> <br />o <br />-.J <br />-.J <br /> <br />o <br />Z <br />00:: <br />OW <br />(f)w <br />ZZ <br /><(0 <br />Qz <br />W <br /> <br /> <br /> <br />LO <br />o <br />o <br />LL.r-: ~ <br />o ~ ci <br />~a ~ <br />ffi g: lE <br />g, (,2 <3 <br />g:~g: <br />~6 ~ <br />Q~ ~ <br />I I w~::::J <br />5~ ~d63 <br /><1:LL ww~ <br />I..lJ CJ:: J: CJ:: <br />00 <(1--0 <br />(0 ~~~ <br />g(O~,,<(:::) <br />0....J8(1)Vi:3;2 <br />I.!) w...J :::) <br />9; LON 0 _ CJ:: <br />"'-q- 0'-'0 <br />'(O()~~z <br />o~ U)ffiQ <br />o (") "w I-- <br />q-.--i ZzU <br />(") ~ ~a 5 <br />><, ~ ffi ~ <br />g~ oo[b <br />. 0 wg CJ:: <br />O::c [2z>- <br />lia. ~C3~ <br />€> <br /> <br />Noo <br />r--(1) <br />I.!) 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ANY DISCREPANCY BElWEEN <br />FIELD CONDITIONS. OTHER DESIGN PROFESSIOMLS' SHOP DRAWINGS. <br />CONTRACTORS' BUILDING METHODS. AND THESE SIGNED AND SEALED <br />DRAWI~GS MUST BE BROUGHT TO THE ATIENTION OF DANSCO <br />ENGINEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. <br /> <br />....------.... <br /> <br />'" ... <br />, , <br />, , <br />, , <br />, \ <br />, \ <br />I \ <br />1 \ <br /> <br />(\~ r----- ') <br />\ APR 0 8 2005,/ <br /> <br />\ I <br />, I <br />, I <br />... , <br />'... ' <br /> <br />PLACE SEAL HERE DE#250991 <br /> <br />- -----'" <br />