Laserfiche WebLink
2 X 4 NAILER$ TYP <br />2 X 8 02 YELLOW PINE <br />RIDGE BEAM TYP, <br />VERT SCAB <br />CONT, 2 X 4 NAILER TYP <br />2- 160 NAILS PER TRUSS <br />BEVEL CUT <br />TYP <br />SIMPSON H3 FRAMING <br />ANCHOR TYP, <br />ROOF SHEATHING <br />UPS RT3 OR SIMPSON <br />H3 HURR STRAP 48" OC <br />TYP, <br />SECTION 11,411 <br />1A11 - 11,411 <br />1A11 <br />4- 160 TOE NAILS 0 <br />RIDGE BOARD END <br />2 X 8 02 YELLOW PINE <br />RIDGE BEAM TYP, <br />2 X 4 CONT <br />UPS RT3 OR SIMPSON <br />H3 HURR STRAP a 48" <br />OC TYP, <br />.6 BELOW SHEATHED <br />TO VALLEY FRAMING <br />LATION <br />YELLOW PINE <br />FRAMING TYP. <br />IMON TRUSS <br />2 X 4 VERTICAL SCAB 0 48" OC <br />MAX CONN, W/ 4 160 NAILS w <br />TOP 4 USP RT3 OR SIMPSON 143 <br />HURR CLIP AT BOTTOM <br />ROOF VALLEY DETAIL <br />TYPICAL CONY FRAME VALLEY DETAIL <br />ALL CONNECTORS ON VALLEY FRAMING DETAIL <br />HAVE BEEN REVIEWED AND SIZED FOR COMBINE <br />UPLIFT, SHEAR AND LATERAL LOADS <br />SECURING WINDOW TO BUCK STRIPS PER <br />YOUR MANUFACTURES INSTRUCTION TO MEET <br />�� WIND LOAD AND COMPRESSION RATINGS FOR <br />ATTACH MINIMUM 3/4 P.T, BUCK STRIP YOUR JOB LOCATION. ALL ANCHOR SCREWS <br />THAT IS THE MINIMUM WIDTH OF YOUR MUST PENETRATE BLOCK WALL A MINIMUM OF <br />WINDOW FRAME USING .0% 1 X 1 3/8" 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" <br />T- NAILS MAXIMUM 10" OC SPACE BETWEEN BUCK AND WINDOW FRAME <br />CAULKED WINDOW PER YC <br />WINDOW MANUFACTURES S <br />RECOMMENDATIONS TO M <br />LOAD AND COMPRESSI01` <br />FOR YOUR JOB LOCATIO> <br />BLOCK WINDOW ATTACHMENT DETAIL <br />ATTACH MINIMUM 314" P,T, BUCK <br />STRIP THAT IS THE MINIMUM WIDTH <br />OF DOOR FRAME USING ,091XI 3/9" <br />T- NAILS MAXIMUM 10" OC, <br />CAULK DOOR FRAME PER � <br />MANUFACTURES RECOMMEW <br />APPROVED PRODCUT LIST <br />2 X 6 +2 YELLOW PINE <br />RAFTER 0 24" OC <br />UPS RT3 OR SIMPSON <br />H3 HURR STRAP EACH <br />END <br />SECURING PREHUNG TO BUCK STRIPS <br />PER YOUR MANUFACTURES INSTRUCTIONS <br />TO MEET WIND LOADS AND COMPRESSIONS <br />RATINGS FOR YOUR JOB LOCATION. ALL <br />ANCHOR SCREWS MUST PENETRATE BLOCK <br />WALL A MINIMUM OF 1 1/4" AND THERE SHALL <br />BE A MAXIMUM 1/4" SPACE BETWEEN BUCK <br />Amn nninl12 JAMB <br />BLOCK DOOR ATTACHMENT DETAIL <br />STATE OF FL. <br />PRODCUT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL* <br />STRUCTURAL COMPONET <br />HETA20 <br />SIMPSON <br />FL 11413 <br />HIO <br />+ <br />FL 10456 <br />LINTEL BOX <br />POWERS STEEL INC <br />FL 1138311 <br />DOOR HEADER <br />WEKIWA CONCRETE <br />FL 1418 R-2 <br />EXTERIOR DOORS <br />SWINGING <br />PLAST PRO <br />FL 4'164,1 <br />ROOFING <br />ASPHALT <br />GAF <br />FL 10124,1 <br />015 OR 030 FELT <br />ATLAS ROOFING <br />FL 4064,1 <br />SINGLE HUNG <br />FLORIDA EXTRUDERS INC <br />FL 9262.1 <br />WINDOWS <br />MILESTONE WDW <br />SOFFIT 4 FASCIA TRIM <br />SOFFIT AMERICAN CONSTRUCTION METALS <br />FL 12019.1 <br />O <br />O <br />m <br />W <br />0 <br />w <br />0 <br />5' O" <br />48' O" <br />GARAGE ADDITION ROOF FRAMING FLAN 1/411 = 11 011 <br />ROOF EDGE <br />GABLE END <br />PARTIAL ROOF PLAN <br />PANEL EDGE SUPPORT FOR NARROW WIDTH ROOF EDGE <br />PER APA TECHNICAL NOTE R215A, 16" - 24" INCH PANELS ZONE IQ <br />DOUBLE PLY CLIP THE SIDE ADJACENT TO THE FULL WIDTH <br />PANEL, NONE REQUIRED AT RIDGE OR HIP. 12" - 16" LUMBER <br />ONLY BLOCKING (2X4) FLAT WISE OR EDGEWISE ON THE SIDE ZONE 20 <br />ADJACENT TO THE FULL WIDTH PANEL NONE REQUIRED AT <br />RIDGE OR HIP, 12" OR LESS USE LUMBER ONLY BLOCKING <br />(2X4) FLAT WISE OR EDGEWISE ON BOTH PANEL EDGES <br />SD RING SHANK NAILS AT 6" OC AT ALL EDGES <br />8D RING SHANK NAILS AT 12" OC INTERMEDIATE <br />8D RING SHANK NAILS AT 6" OC, 4 OC AT <br />ROOF EDGES, RIDGE LINES, OR GABLE END WALL <br />NOTE: END JOINTS FOR SHEATHING SHALL BE <br />STAGGERED AND OCCUR OVER A FRAMING <br />MEMBER <br />ROOF SHEATHING NAILING DETAIL <br />NOT TO SCALE <br />I HEREBY CERTIFY THAT I NAVE REVIEWED THE ATTACKED <br />DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER <br />16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH <br />(3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE <br />ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL <br />200E SUPPLEMENTS <br />T.L. HANSON P.E. LICENSE NO. 38654 <br />P.O. BOX 1129, DADE CITY, FL 33526 <br />O <br />ti N <br />O Z <br />C� I*, -co <br />Z N � Lo W <br />N Q Lo N O <br />IL MMa <br />In o o LL W <br />0 <br />O ti � <br />0 � <br />u' � O <br />a <br />(6 of <br />3 O v N J <br />O N C cVLf) p <br />m O M W <br />LIJ C <br />V N <br />Li W <br />LL <br />O <br />0 <br />m <br />U <br />Z <br />m a LU <br />�0z <br />O <br />LU <br />U <br />Ju o Y <br />to <br />a <br />zz <br />. N <br />w <br />U <br />m <br />� N <br />m <br />m <br />ui <br />Q <br />Q <br />0 <br />N <br />a <br />Of <br />� <br />Q r- <br />c i, O <br />� <br />O <br />z <br />�Q <br />Q <br />Q <br />O <br />� <br />zv0 <br />at+-s <br />Z <br />Q <br />Q <br />Q <br />N <br />CARPORT <br />ADDITION <br />432 <br />LIVING <br />AREA <br />144 <br />TOTAL <br />516 <br />3OF4 <br />