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<br />SP MSTA 24
<br />W/18 - 10d x 11/2"
<br />(6) 16d @ EA. END
<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 STU OS
<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 STU 0
<br />-SPF #2 OR BETTER
<br />.#3 SYP PT
<br />-SPF STUD
<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 NDS-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 />EDITION AND QST-LATEST EDITION.
<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. 1 FOR RETROFIT STRAPS WITH MASONRY SCREWS USE (1) - 3/16" 0 X 11/4" LONG MASONRY
<br />SCREW FOR EVER (2) -10d NAILS
<br />6.8 USP TA 51 EMBEDED 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. BElWEEN
<br />HEADER & TOP PLATE W/ USP SPT24
<br />@ TOP & BOTTOM (U.N.O.) WHEN APPLICABLE
<br />
<br />(2) 2X8 No.2 SYP HEADER wlll16" 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/lS-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 />W/8 -10d & 3/4" DIA. ATR ANCHOR W/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 #'s = (LTS19)
<br />695 PLF = (SPT24)
<br />1122 #'s = (MSTA24)
<br />404 #'s = (RSPT4)
<br />
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<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.
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<br />NOTE: IT IS THE CONTRACTORS RESPONSIBILI1Y TO REVIEW ALL!
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS. DANSCO !
<br />ENGINEERING. LLC IS RESPONSBLE FOR THE STRUCT1.JRAL I
<br />INTEGRI1Y OF THIS PROJECT ONLY. ANY DISCREPANCV BETWEE~
<br />FIELD CONDITIONS, OTHER DESIGN PROFESSIOf\AlS' SHOP DRAf'INGS,
<br />CON-;-RACTORS' BUILDING METHODS, AND THESE SIGNED AND 9EftLED
<br />DRAWINGS MUST BE BROUGHT TO THE AITENTION OF OA,NSCO J
<br />ENGINEmING, LLC PRIOR TO THE COMMENCEMENT OF CONST jUCTlON.
<br />
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<br /> HEET NO,
<br /> S-7A
<br />
<br />LAST PLOT
<br />DATE: April 11, 2005
<br />
<br />------
<br />
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<br />APR 1 12000 /
<br />
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<br />~;;
<br />
<br />PLACE SEAL ~~RE"~E #250~88
<br />
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