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2 X 4 NAILER$ TYP <br />USSES BELOW SHEATHED <br />:IOR TO VALLEY FRAMING <br />iTALLATION <br />6 02 YELLOW PINE <br />-LEY FRAMING TYP, <br />COMMON TRUSS <br />2 X 8 02 YELLOW PINE <br />RIDGE BEAM TYP. <br />VERT SCAB <br />CONT, 2 X 4 NAILER TYP _ <br />2- 16D NAILS PER TRUSS <br />BEVEL CUT <br />TYP <br />2 X 8 02 YELLOW PINE <br />RIDGE BEAM TYP. <br />2 X 4 CONT <br />SIMPSON H3 FRAMING <br />ANCHOR TYP, <br />r-- ROOF SHEATHING <br />4- 160 TOE NAILS <br />RIDGE BOARD END <br />UPS RT3 OR SIMPSON <br />W3 HURR STRAP 48" OC <br />TYP, <br />SECTION "A" - "A" <br />2 X 4 VERTICAL SCAB ® 48" OC <br />MAX CONN, W/ 4 I&D NAILS 6 <br />TOP 4 USP RT3 OR SIMPSON H3 <br />HURR CLIP AT BOTTOM <br />2 X 6 02 YELLOW PINE <br />�- RAFTER * 24" oc <br />UPS RT3 OR SIMPSON <br />H3 HURR STRAP * 48° <br />OC TYP, <br />ROOF VALLEY DETAIL <br />TYPICAL CONY FRAME VALLEY DETAIL <br />ALL CONNECTOR$ ON VALLEY FRAMING DETAIL <br />HAVE BEEN REVIEWED AND SIZED FOR COMBINE <br />UPLIFT, SHEAR AND LATERAL LOADS <br />ROOF EDGE <br />- ------------------- - - ------------------- F---- <br />O �\ j <br />p10 <br />p <br />22 t \ <br />j\ ---------•-------------•-•--------- <br />� \ o o I <br />5 O" O ' 2O RIDGE j <br />2 -- -------- ---------------------I-•--- <br />S i I <br />—.— 2 A------------ --T—O -- — P— —-------- t---- <br />� 5� O�, <br />0 I O I 02 I <br />GABLE END <br />PARTIAL ROOF PLAN <br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE <br />UPS RT3 OR SIMPSON <br />H3 HURR STRAP EACH <br />END <br />PER APA TECHNICAL NOTE R215A. 16" - 24" INCH PANELS ZONE Q 8D RING SHANK NAILS AT 6" OC AT ALL EDGES <br />DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH 8D RING SHANK NAILS AT 12" OC INTERMEDIATE <br />PANEL. NONE REQUIRED AT RIDGE, OR HIP. 12" - 16" LUMBER SD RING SHANK NAILS AT 6" CC, 4 OC AT <br />ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE ZONE Q2 ® ROOF EDGES, RIDGE LINES, OR GABLE END WALL <br />ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT NOTE: END JOINTS FOR SHEATHING SHALL BE <br />RIDGE OR HIP, 12" OR LESS USE LUMBER ONLY BLOCKING STAGGERED AND OCCUR OVER A FRAMING <br />(2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES MEMBER <br />ROOF SHEATHING NAILING DETAIL <br />NOT TO SCALE <br />ROOF FRAMING FLAN 1/4" = V 011 <br />ALL NEW WALLS ACT AS SHEAR WALLS <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED <br />DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER <br />I&, SECTION Ib09 OF 114E FLORIDA BUILDING CODE FOR 120 MPH <br />(3 SECOND GUST) WIND ZONE - 100 MPH FASfEBT SPEED AND THE <br />ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL <br />20111111 q Q <br />T.L HANSON P.E. LICENSE NO. 386,54 <br />P.O. BOX 1128, DADE CITY, FL 33529, <br />O <br />Z <br />N <br />Z U) Ln ts, W <br />Q M N in <br />N <br />IL <br />M <br />(Z y. M Q <br />vima� <br />LLJ OD p M jr G W <br />ff$ 0 <br />O�`' � <br />0 LL. <br />2 � O <br />Q y <br />M di <br />3 0 v N J <br />O <br />Z ON <br />O LNA Z <br />M"I O M LLJ <br />LN G <br />V <br />S2 N <br />LL W <br />LL OL <br />O <br />O <br />CA <br />@MAI <br />O o <br />z z oa <br />z <br />O uatE <br />zz 0�° <br />zluZmo� <br />U Zz a <br />UJI <br />40Lu <br />O <br />m <br />U.l <br />4 <br />z <br />O <br />N <br />Q� <br />O <br />� � <br />r- <br />N <br />ED O <br />z o <br />LU Z <br />o a � <br />v! <br />zv0 <br />O <br />� �nn <br />Q 1L- <br />Lu <br />N <br />ADDITION <br />LIVING 160 <br />SCREEN <br />PORCH 341 <br />GARAGE <br />ENTRY 162 <br />TOTAL 563 <br />4OFro <br />