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32'-8" <br />32'-8" <br />SHEATHING TO BE 15/32. OSB OR 1/2- PLY CDX W/8d RING SHANK NAILS <br />0 3" O.C. BOUNDARIES, 6" O.C. EDGES do 8" O.C. FIELD <br />USE STEEL PLYCLIPS. --� <br />(2) 16d TOENAILS <br />INTO EACH LEDGER. <br />2"x 4" LEDGER. (2) 12d <br />TO EACH TRUSS WEB. <br />(2) 2X4 DIAG. BRACING <br />SPACED 0 48" O.C.. (4) <br />16d NAILS 0 EACH END <br />(TYP) II <br />2x4 PANEL BLOCKING 0 48" O.C. --� <br />FOR THE FIRST 8'-0" OF END WALL <br />FROM EA. END TYP. BOTTOM CORD <br />ATTACH D W/ (2) 16—d TOENAILS <br />2x4 -T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" 0 4" O.C. <br />2"x 4" TOP CORD BLOCKING 0 48" O.C. FOR <br />FIRST FOUR ROWS OF TRUSSES 0 EDGES OF <br />SHEATHING TYP.. BACK NAIL AND TOE NAIL <br />ALTERNATE ENDS W/ (2) 16d NAILS. <br />AND FASCIA <br />DOWNSET TOPCHORD OF GABLE <br />2,_�„ END TRUSS TO RUN 2"x 4" <br />OUTLOOKERS SPACED 0 24" O.C. <br />MAX (1) SIMPSON H5 0 EACH <br />OUTLOOKER <br />"L" BRACE TO EXTEND AT LEAST <br />90% OF WEB LENGTH (SEE TABLE) <br />—GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" OSB <br />SHEATHING ATTACHED W/ 8d <br />RINGSHANK NAILS 0 4" O.C. EDGES <br />AND 8" O.C. FIELD <br />!L�IIR:T <br />SIMPSON META20 OR LTA1 <br />SPACED 0 24" O.C. <br />�— 5/8" OR 1/2" CEILING DENSE <br />GYPSUM WALL BOARD FASTENED <br />WITH 8d COOLER NAILS OR 1 1/4- <br />LONG DRYWALL SCREWS COMPLYING <br />WITH ASTM C1002 FOR FIRST 8'-0" <br />BLOCK FROM END WALL 0 4. O.C. TYP <br />GABLE END BRACING DETAIL <br />ATTIC VENTILATION CALCULATIONS <br />FASTEN DOUBLE 2X4 WOOD TRUSS TO 2X6 DOUBLE BEAM <br />WITH SIMPSON H10A-2 ATTACH PER MANUFACTURERS <br />SPECIFICATIONS FL 10446.5 <br />FASTEN 2X4 WOOD TRUSS TO 2X6 DOUBLE BEAM <br />WITH SIMPSON H2.5A ATTACH PER MANUFACTURERS <br />SPECIFICATIONS FL 10456.2 <br />FASTEN 2X6 DOUBLE BEAM TO 4X4 PT POST <br />WITH SIMPSON LCE4 ATTACH PER MANUFACTURERS <br />SPECIFICATIONS FL 10446.9 <br />4X4 PT POST <br />DOUBLE 2X6 WOOD BEAM <br />L FASTEN 4X4 PT POST TO CONCRETE SLAB <br />WITH SIMPSON ABU44 ATTACH PER MANUFACTURERS <br />SPECIFICATIONS FL 10860.2 <br />FASTEN 2X6 DOUBLE BEAM TO CONCRETE BLOCK <br />WITH SIMPSON HU26-2 ATTACH PER MANUFACTURERS <br />SPECIFICATIONS FL 10655.5 <br />FASTEN 2X6 DOUBLE BEAM TO 4X4 PT POST <br />WITH SIMPSON AC4 ATTACH PER MANUFACTURERS <br />SPECIFICATIONS FL 10860.4 <br />FASTEN 2X4 WOOD TRUSS TO 2X6 DOUBLE BEAM <br />WITH SIMPSON H2.5A ATTACH PER MANUFACTURERS <br />SPECIFICATIONS FL 10456.2 <br />X4 PT POST <br />L FASTEN 2X6 DOUBLE BEAM TO CONCRETE BLOCK <br />WITH SIMPSON HU26-2 ATTACH PER MANUFACTURERS <br />SPECIFICATIONS FL 10655.5 <br />FASTEN 4X4 PT POST TO CONCRETE SLAB <br />WITH SIMPSON ABU44 ATTACH PER MANUFACTURERS <br />SPECIFICATIONS FL 10860.2 <br />SIDE VIEW FRONT VIEW <br />TOTAL ATTIC <br />AREA = <br />2550 S.F. <br />612 MINIMUM <br />SQ. IN. <br />OF NET FREE <br />AREA OF EXHAUST NEEDED OR NEAR THE RIDGE <br />612 MINIMUM <br />SQ. IN <br />OF NET FREE AREA OF INTAKE NEEDED AT OR NEAR THE SOFFIT <br />TOTAL SQ IN <br />RIDGE <br />VENT = 1276 <br />SQ IN X 23/LFTOTAL <br />SQ IN <br />SOFFIT <br />VENT = 2548 <br />SQ IN �55'-6" <br />196'-0" X 13/LF <br />ATTIC ACCESS <br />ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ. FT. AND HAVING <br />MINIMUM 30 INCHES OF VERITAL HEIGHT, ROUGH FRAMED OPENING NOT BE LESS THAN 22"X30" <br />INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN <br />ACCORDANCE WITH FLORIDA BUILDING CODE 6TH EDITION 2017 RESIDENTIAL —SECTION 807 <br />LEGEND <br />® HETA20 <br />® HETA24 <br />© H2.5A <br />® H10A-2 <br />TRUSS PLAN <br />FRONT PORCH DETAIL <br />MISSING TRUSS ANCHOR: <br />TRUSSES THAT ARE PLACE SUCH THAT AN EMBEDMENT ANCHOR <br />IS MISPLACE MAY BE FASTENED TO THE MASON�HE <br />Y BON BEAM <br />USING ONE (1)SIMPSON MTSM16 TWIST STRAP WFOUR 4 <br />3/16 X 2 1 4' TAP CON MASONRY SCREWS IN BON BEAM <br />AfNVD NINE (9 10d NAILS IN THE TRUSS (MAXIMUM UPLIFT <br />CAPICITY = 1200 POUNDS) <br />UNDERLAYMENT SHALL COMPLY WITH SECTION R905.2.3 <br />SLOPES 2:12 <br />UP TO 4:12 <br />R905.2.7, <br />1507.2.8 <br />SLOPES 4:12 <br />AND GREATER <br />R905.2.7, <br />1507.2.8 <br />FLASHING SHALL <br />COMPLY WITH <br />R905.2.8 1507.2.9 <br />VALLEYS SHALL <br />COMPLY WITH <br />R905.2.8.' <br />1507.2.9.2 <br />DRIP EDGE SHALL <br />COMPLY WITH <br />R905.2.&. , <br />1507.2.9.3 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON 8TR(M TIE <br />USP MANUFACTURIM INC. <br />CONNECTOR <br />CAPACITY <br />FASTENER$ <br />ANAL <br />CAP <br />FASTENERS <br />SYP <br />SPF <br />CONNECTOR <br />SYP <br />SPF <br />A <br />HETA20 <br />1810 <br />8-10dx1112" <br />114733 <br />HTA20 <br />1615 <br />150 <br />10-10dx11? <br />B <br />HETA24 <br />2885 <br />12 -10d x 1 11r <br />11473.3 <br />HTA24 <br />2490 <br />2885 <br />10 -10d x 1 1/l <br />C <br />H2AA <br />I 800 <br />595 <br />110 - 8d <br />104562 <br />RT7A <br />585 <br />10 - 8d X 1 1/2` <br />D <br />H10A4 <br />I loop <br />118-10dx11/t <br />1 <br />t1015 <br />MINIMUM 8" MEMBER <br />REACTIONS ARE FOR ROOF LOADS ONLY <br />DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT REC'D ON ROOF PITCHES 9/12 A LOWER <br />LOADS - ROOF - L / 880 FLOOR - L / 480 W/ 3W MAX DEFLECTION. <br />hereby certify that I have reviewed this plan and found it to be in <br />compliance with ASCE 7-10 and the Florida Building Code 2017 6th <br />David W. Smith, P.E. <br />Edition <br />#53608 <br />BUTTERFIELD INVESTMENTS INC <br />5985 14TH STREET <br />ZEPHYRHILLS, FLORIDA <br />D.W. SMITH,M. S.,P.E. #53608 <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />PROJECTS ENGINEERING CONSULTANT <br />9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 <br />PHONE:813-469-2289 E-MAIL: dwsflpe@earthlink, net <br />RICK GOLLHARDT - DRAFTSMAN <br />813- 781- 3651 <br />rgollhardt@tampabay.rr.com <br />TRUSS PLAN <br />SCALE <br />DO NOT SCALE <br />DESIGN/DRAWN <br />R. GOLLHARDT <br />DATE <br />30 AUG 2020 <br />CHECKED <br />D.W.S.,p.e. <br />SHEET OF <br />5 OF 9 <br />JOB NO, <br />ENGINEER LICENCE 453608 <br />2020-0818 <br />