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1) 2) 3) 4) 5) 6) UPLIFT CONNECTIONS ATTACH THE TRUSSES TO THE TOP OF THE FRAME WALLS WITH SIMPSON H2.5A HURRICANE TIES AT BOTH ENDS. FL503-122 USE SIMPSON VCT2 VALLEY TRUSS CONNECTIONS TO ATTACH LEGS UNDER THE CONVENTIONAL FRAMED RAFTERS TO THE 2X6 PURLINS AND AT THE RIDGE, FL3151-134 FASTEN THE FLOOR BEAMS TO THE PIERS WITH (2) SIMPSON HETA 12 EMBEDDED 5TRAP5 WITH A MIN EMBEDDMENT OF 4". FL1901-128 ATTACH THE WALLS TO THE BEAMS WITH (2) SIMPSON HT816 TRUSS STRAPS. FL538-123 ATTACH THE TOP AND BOTTOM PLATES THE STUDS WITH SIMPSON SPI AND SP2 STUD PLATE TIES AT 32" OG, FL414-121 ALL OPENINGS WILL HAVE SIMP50N DSP STUD PLATE TIES ON EACH SIDE, TOP AND BOTTOM. FL1423-125 USE A 1/2" GO BOLT THREADED ROD ON EACH END OF THE LVL. START AT THE PIER WITH A MIN OF 8" EMBEDDMENT AND GO UP THROUGH THE WALL TO THE TOP OF THE LVL AND ATTACH WITH A 2" SQ STEEL WASHER AND NUT. DATE : 2/O6/O8 SCALE.- 1/4 11 = V-0" PAGE 5 ALL HEADERS WILL BE A MIN OF A DBL 2X6 DESIGN SERVICES INC, NO PLYWOOD SPACER REQUIRED. NAIL WITH MOBILE/ OFFICE 352-206-5821 12d COMMONS IN (2) STAGGERED ROWS AT 12" orHANLEY I / OFFICE FAX 352-588-2342 R. S. P O BOX 1325 SAN ANTONIO FLA. 33516 i �t THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES AND THEREFOR AGREES TO NO LIABILITY INS RANGE A -- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- --�^ ----- ----- -- - .. _ - ----- --... - ----- ----- ---- ----- ----- J-1 11 HOLD HARMLESSEMNI ESS, ID FY, AN F D DEFEND THE DESIGNER - _i _ 'I FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING: ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM j THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS. IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR ROOF TRUSSES 11 DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY - I'-O" ; CsA E 0R SEE ETAIL qABLE 6RAG &EE DE AIL AND UNDERSTAND ALL INFORMATION BEFORE BIDDING Q - - - - - - - - - - - - OR STARTING ANY WORK ON THE JOB. ' ' RAT RUNNER >< THE PLUMBING , ELECTRICAL AND MECHANICAL 1'-0" PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB. BUT THE CHANGES I GAeUk BR E sEE `TAIL- - - - BRACE SEE - - A- MUST MEET THE MINIMUM STANDARDS OF THE CURRENT FLORIDA BUILDING CODE. THESE CHANGES TRU JOIST 1.9E MICROLLAM ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER -- ----- ----- ----- ----- ----- --- - ----- ----- ----- ----- - -- ----- 3 1/2" x 11 14" x 16' ; OF RECORD FOR THIS PLAN. �I �I -__- - _--- ----- ----- ----- ----- ----- --- SEE THE SIMPSON STRONG TIES CATALOG FOR ANY ' --- ----- ----- ----- ----- ----- ----- -----101----- ---- ADDITIONAL INFORMATION ON ANY OF THE SIMPSON FASTENERS SPECIFIED ON THI5 PLAN. 2X6 PUR IN AlAG TO THE EXIS ING ROOF FRAMING JITH CATALOG C-2008 EFFECTIVE i/ 1/ 08 l2) 1 d G Mh1 NS AlEA INT RSE TIN LOG TIO -- --- ----- ----- -�,--- ----- ----- ----- ----- ------- EXTERIORRIDGERIDGE ---- ----- ----- ----- ----- -- -- i EXISTING HOUSE O i —'� ROOF- FRAMING PLAN 0 PLYWOOD GUSSETT DETAILS 8 3/4" 16" 1 GUSSETT „$" GUSSETT "A" t t- 12" 12" GUSSETT "C" 12" GUSSETT "0" GUSSETT "E" n, GUSSETT "F" 1) GUSSETTS ARE CUT FROM EXT 1/2" CDX PLYWOOD WITH THE GRAIN RUNNING HORIZONTALLY AND USED ON BOTH SIDES OF THE TRUSS. 2) USE 10d x 1 1/2" FASTENERS SPACED EQUALLY AT 4" OC MAX SPACING. INSET THE FASTENERS 3/4" FROM THE EDGES OF THE CHORDS AND WEBS. 3) SEE THE DETAIL ABOVE FOR THE NAILING PATTERNS REQUIRED. 4) ALL CHORDS AND WEBS WILL BE A MINIMUM OF *2 SOUTHERN YELLOW PINE. SEE THE CROSS SECTION ON PAGE 6 FOR MORE INFORMATION BECAUSE THIS IS AN ADDITION IT WILL BE THE RESPONSIBILITY OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK. THE HOMEOWNER REQUIRES THAT THIS NEW ADDITION MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION 15 NOT ON THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK IS MATCHING THE EXISTING. RUDI' and KRISTI DOROUEE 5614 12th STREET ZEPHYRHILLS, FLORIDA EAST PASCO COUNTY 33542 TOTAL NEW ADDITION 15ro SF DAVID W. SMITH, P.E. FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-08ro-I FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH SECTION R-301 OF THE FLA. BUILDING CODE 2004 ASCE I - 02 , THE 2005 AND THE 200ro SUPPLEMENT. THE WIND DESIGN PRESSURES ARE BASED ON A 120 MPH ( 3 SECOND GUST) WIND ZONE. DAVID W, SMITH PE N 53608