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<br />SP MSTA 24
<br />W/18 - 10d x 11/2"
<br />(6) 16d @ EA. END
<br />
<br />
<br />lOd @ 8" Q,C. STAGGERED
<br />EACH MEMBER (TYP.)
<br />
<br />STRUCTU RAL 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 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 />6.7 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 W/ 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) ad NAILS INTO
<br />TOP PLATE & (4) ad NAILS INTO
<br />STUD (TYP,)
<br />
<br />CRIPPLE STUDS @ 16" O.C. BETWEEN
<br />HEADER & TOP PLATE W/ USP SPT24
<br />@ TOP & BOTTOM (U.N.O.) WHEN APPLICABLE
<br />
<br />(2) 2X8 [\;0,2 SYP HEADER w/7/16" 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 LTS19 @ EA, END OF OPENING
<br />W/ 8 -10d & 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 AND/OR 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 = (L TS19)
<br />695 PLF = (SPT24)
<br />1122 #'5 = (MSTA24)
<br />404 #'5 = (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 SIG~ED AND SEALED.
<br />
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
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<br />M -1 (j) LAST PLOT @
<br /> DATE:ApriI11,2005
<br />
<br />NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL
<br />DRAW!NGS BEFORE CONSTRUCTION BEGINS, DANSCO
<br />ENGINEERING, LLC IS RESPONS'BLE FOR THE STRUCTURAL
<br />INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BElWU.N
<br />FIELD CONDiTIONS, OTHER DESIGN PROFESSIOI\ALS' SHOP DRAWINGS,
<br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAW!NGS MUST BE BROUGHT TO THE ATTEt'oIT!ON Of DANSCO
<br />ENGINEERING, LlC PRIOR TO THE COMMENCEMENT Of CONSTRUCTION,
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<br />PLACE SEAL HERE DE #250992
<br />
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<br />-...------...
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