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12'-8" <br />DATA SCALE: II PAGE �o <br />3/ 16/20 1 /4I= 1-0 <br />O <br />O <br />n <br />IS '-4" <br />19'-4" <br />IV-4" <br />rot-4" <br />g,-611 <br />32'-8" <br />25'-2" 1. 16'-O" <br />role-4" <br />12'-8" <br />481-0" <br />ROOF FRAMING PLAN <br />9I-611 <br />6'-10" <br />g1-611 <br />51-411 <br />5'-4" <br />O <br />- as <br />O <br />O <br />O <br />� <br />O <br />O <br />c� <br />�r <br />c� <br />O <br />n <br />DESIGN SERVICES INC. <br />MOBILE/ OFFICE 352-206-5521 <br />R, S, HANLEY P O BOX 1325 SAN ANTONIO <br />FLA. 3351ro <br />EMAIL: hanleyOr'o-wembargmail.com <br />CUSTOM HOMES AND BARNS <br />UPLIFT CONNECTIONS <br />USE SIMPSON H2.5A OR H10A HURRICANE TIES TO FASTEN THE <br />ROOF TRUSSES TO THE WOODEN HEADERS AND FRAME WALLS. <br />USE A SIMPSON Hro ON THE GARAGE GIRDER TRUSS. <br />THE HEADERS WILL BEAR ON SIMPSON HUC210-2 U HANGERS <br />AT THE FRAME WALLS. THE HEADERS WILL SET ON TOP OF <br />THE 6x6 POSTS AND HAVE (2) LSTA21 FLAT STRAPS ON EACH <br />FOR UPLIFT. THE POSTS WILL BE ATTACHED TO THE SLAB WITH <br />SIMP50N ABU66Z POST BASE, 5/8"x8" J-BOLT, STEEL WASHER <br />AND NUT, <br />1/2" THREADED RODS WILL BE USED AS AN UPLIFT CONNECTIONS <br />FOR ALL BEARING WALLS. THE RODS WILL BE ON EACH SIDE OF <br />ALL OPENINGS, CORNERS AND NO MORE THAN 46" OC, <br />ALL HEADERS WILL BE NO LESS THAN A DBL 2x6 <br />EXCEPT THE GARAGE DOOR. NO SPACER REQUIRED, <br />2x BLOCKING WILL BE REQUIRED UNDER THE EDGE OF THE <br />VALLEY SHEATHING WHERE IT INTERSECTS WITH THE MAIN <br />ROOF AND THE VALLEY RAFTERS WILL REQUIRE 2x BLOCKING <br />FOR BEARING UNDER THE MAIN ROOF SHEATHING. <br />2X4 BLOCKING NAILED BETWEEN <br />(4) TRUSSES IN FROM THE GABLE END THE TRUSSES AT THE TOP WITH <br />(2) 12d COMMONS EACH END. <br />�c - -- <br />- - --- <br />- - - -- <br />---r7 <br />4X4 <br />&'-0' <br />STRING <br />DBL 2X HEADER OR FRAME WALL <br />THE TRUSS COMPANY WILL BE REQUIRED <br />TO PLACE VERT. WEBS AT THE GABLE <br />EXTE <br />BRACING LOCATIONS. <br />ROOF TRUSS NOTES: <br />ALL TEMPORARY AND PERMANENT BRACING <br />INFORMATION FOR THE ENGINEERED ROOF <br />TRUSSES WILL BE FURNISHED BY THE TRUSS <br />COMPANY THAT PRODUCES THE TRUSSES. <br />VERT WEBS ARE REQUIRED AT THE GABLE <br />BRACING LOCATIONS, THE GABLE BRACES <br />ARE AT THE EXTERIOR RIDGE AND APPROX <br />1'-0" OC, DOWN FROM THE RIDGE, <br />ALL TRUSS TO TRUSS CONNECTIONS WILL BE <br />FURNISHED BY THE TRUSS COMPANY, <br />PRE - ENGINEERED ROOF TRUSSES <br />24" Or, MAXIMUM SPACING <br />TC LL 20.0 PSF <br />TC DL 1'0 PSF <br />BC DL 1010 PSF <br />BC LL 010 PSF <br />TOTAL LOAD. 3110 PSF <br />DUR.FAC. 1.25 <br />DEFLECTION MEETS L / 360 LIVE <br />AND L / 240 TOTAL LOAD <br />EPDXIED THREADED RODS MAY BE USED <br />IN LIEU OF THE 1/2" J-BOLTS, 6" EMBEDDMENT. <br />?X4 DIAGONAL X-BRACE NAILED <br />1-0 THE VERT WEBS WITH (2) 12d GALV, <br />COMMONS AND INTO THE TOP AND <br />BOTTOM OF THE COMMON TRUSS <br />4ND THE GABLE END. <br />2" MAX OH WITHOUT OUTLOOKERS <br />24" MAX WITH OUTLOOKERS AND <br />SIMPSON H3 HURRICANE TIES <br />RIOR WALL, CO```t .jrj fQIitT <br />GABLE BRACING DETAI '`�� '•�cENB • .�. ��'0 <br />4 O. 5 vt '�• <br />r •o F <br />JOB NAME and ADDRESS <br />CALVIN and LINDSEY DOQUE <br />PARCEL*' 10-24-21-0010-OV OO-0020 <br />8 th AVE ZEPHYRHILLS, FLORIDA <br />33542 <br />MAIN LIVING AREA 21roro SF <br />FRONT ENTRY 8ro SF <br />REAR COVERED PORCH 43ro SF <br />GARAGE 495 SF <br />TOTAL UNDER ROOF 3183 SF <br />DAVID W. SMITH, MS. PE. <br />FLORIDA LIC,* 53608 <br />352-521-0865 OFFICE 352-521-0861 FAX, <br />SSOS WALLASTON DRIVE DADE CITY ,FLA, 33525 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THIS <br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH <br />ASCE 1-10 AND THE 2011 FLORIDA BUILDING CODE <br />6th EDITION, <br />'-61111 f1110" <br />DAVID W, SMITH, MS. PE. LIC,* 53608 <br />