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NAILING FOR ZONE <br />co <br />FL. 11473.3 <br />SIMPSON HETA16 @24' O.C. <br />TYPICAL ANCHOR <br />(❑R EQUAL) <br />ROOF PLAN 1/4- _ 1-0- <br />PRODUCT APROVAL UST <br />PRODUCT CATEGORY <br />SUB CATEGORYIMODEL <br />MANUFACTURER <br />APPROVAL NUMBER <br />EXTERIOR DOOR <br />SLIDER <br />PLY GEM <br />FL 7612 <br />STRUCTURAL COMPONENT <br />LINTEL HEADER <br />CAST CRETE CORP <br />FL 158.1 <br />ROOFING <br />ASPHALT <br />GAF SHINGLES ALL <br />FL 10124.1 <br />ROOFING <br />UNDERLAYMENT <br />GAF <br />FL 10626.1 <br />ROOFING <br />ROOF VENT <br />LOMANCO <br />FL 3792.3 <br />SOFFIT & FACIA <br />SOFFIT <br />AMERICAN CONST.MATERIALS <br />FL12019.1 <br />WINDOWS <br />SINGLE HUNG <br />MI <br />FL 17676 <br />EXTERIOR DOORS <br />SWINGING <br />PLAST PRO <br />FL 15271.1 <br />GARAGE DOOR <br />8000 <br />WAYNE DOLTON <br />FL 8248.7 <br />OTHER BRANDS OF TRUSS ANCHORS <br />THAT ARE OF EQUAL OR GREATER <br />CAPACITY MAY BE SUBSTITUTED FOR <br />THOSE SHOWNON PLAN. <br />CONNECTORS THAT MAY BE USED <br />FLORM <br />MANUPACTURER <br />DESCEOTION <br />PRODUCT <br />APPROVAL <br />NUMBIM <br />Simpson Strong Tie <br />AC8 <br />PL10880.8 <br />Simpson Strong Tie <br />H2.8 <br />FL10488.3 <br />Simpson strong Tie <br />Hs <br />FL10488.3 <br />Simpson Strong Tie <br />HTT4 <br />FL11496.6 <br />Simpson Strong Tie <br />1110 <br />FL10488.3 <br />Simpson Strong Tie <br />HETA16 <br />PL11473.3 <br />Simpson strong Tie <br />HUC212-2 <br />FL10888.17 <br />Simpson strong Tie <br />LCE4 <br />PL10446.11 <br />Simpson strong Tie <br />LSTA18 <br />FL10882.6 <br />Simpson Strong Tie <br />IM <br />FL10446.13 <br />Simpson Strong Tie <br />MSTA12 <br />FL10882.9 <br />Simpson strong Tie <br />MSTA24 <br />FL10882.9 <br />Simpson Strong Tie <br />PB88 <br />FL10860.18 <br />Simpson Strong Tie <br />BPI <br />PL10488.11 <br />Simpson Strong Tie <br />SP4 <br />FL10458.11 <br />Simpson Strong Tie <br />BPS <br />FL10488.11 <br />MMA8 <br />TM -MAX <br />I,C.C.2328 <br />SHINGLES OVER FELT <br />AND ROOF SHEATHING <br />L �q� `-26 GA. GALV, METAL FLASHING <br />8' EACH WAY FROM VALLEY <br />VALLEY FLASHING DETAIL <br />NTS <br />HEADER TABLE FOR OPENINGS <br />IN LOAD BEARING WALLS <br />OPENING <br />WIDTH <br />MIN. HEADER <br />SIZE <br /># OF <br />HEADER <br />STUDS <br /># OF FULL <br />LENGTH <br />STUDS <br />8' <br />2-2x4 <br />1 <br />1 <br />3' <br />2-2x4 <br />1 <br />2 <br />4' <br />2-2x4 <br />1 <br />2 <br />5' <br />2-2x4 <br />1 <br />3 <br />6' <br />2-2x6 <br />2 <br />3 <br />7' <br />2-2x8 <br />2 <br />3 <br />8' <br />2-242 <br />2 <br />3 <br />9' <br />3-2x10 <br />3 <br />3 <br />10, <br />3-242 <br />3 <br />4 <br />11' <br />4-242 <br />3 <br />4 <br />USE 1/2' PLYWOOD AS NEEDED FOR SPACERS <br />TRUSS FL. 10456.3 <br />(1) SIMPSON H-10 <br />OR EQUAL <br />EACH TRUSS <br />DOUBLE TOP PLATE <br />(2) SYP STUDS <br />UNDER GIRDERS <br />SEE FLOOR PLAN <br />FOR STUD SIZE <br />I.C.C. #2322 <br />2x BLOCKING <br />'TIE -MAX' (❑R EQUAL) <br />MIDWAY UP WALL <br />8' FROM OPENINGS AND <br />@ 6'-0' D.C. MAX. <br />INSTALL PER MFG'S <br />SPECIFICATIONS. <br />2x STUDS <br />(TYPICAL) <br />@16' O.C. <br />FOR 12' HIGH WALLS <br />PLACE BLOCKING <br />@ 48' O.C. <br />TTOM PLATE <br />t F❑❑TER t t <br />FRAME LOAD BEARING WALL <br />zo <br />zo <br />10 <br />8d <br />RING <br />SHANK <br />NAILS <br />AT <br />6 <br />AND <br />6 <br />(Z <br />8d <br />RING <br />SHANK <br />NAILS <br />AT <br />6 <br />AND <br />6 W-6' FROM EDGE) <br />( <br />8d <br />RING <br />SHANK <br />NAILS <br />AT <br />4 <br />AND <br />4 W-6' FROM EDGE) <br />�o 0 <br />-------------------------------- <br />I I <br />O3 1 O Q i 2 <br />I ,O <br />I i <br />E--------------------------- <br />I O RIDGE � � I I <br />I I o I <br />I 1 <br />O I I <br />- - - - - �J- I 4,-0& I <br />I <br />� I i <br />o3 I OJP� 1 lO 2 1 1 O I <br />f of to 0 <br />�LD <br />o oA�o 0 <br />tY <br />GABLE REDS SHEATHING NAIL ZONE DETAIL <br />END <br />MULTI APPLICATION <br />TOENAIL RIDGE TO PLATE <br />WITH 3-16d NAILS EACH SIDE. <br />ROOF SHEATHING <br />PER SPECS <br />RAFTERS SECURED TO SOLE " <br />PLATE WITH SIMPS❑N H3 (OR EQUAL) <br />FL. #10456.3 <br />FL. #10446.13 <br />SIMPSON LTP5 FRAMING ANGLES <br />AT EACH RAFTER (TYPICAL). <br />RIDGE DEPTH AT LEAST EQUAL <br />TO PLUMB CUT (2x6 MIN.) <br />1x6 MINIMUM <br />COLLAR TIES <br />PRE-ENGINEERED <br />2x RAFTERS TRUSSES <br />(SEE CHART) II <br />2x6 MIN. SOLE PLATE <br />SOLE PLATE SECURED TO SHEATHING AND SUPPORTING TRUSSE <br />WITH SIMPSON MSTA12 (OR EQUAL) <br />f L. 1f1U0JC.7 <br />CONVENTIONAL OVER FRAME DETAIL <br />MAXIMUM RAFTER SPAN <br />SIZE/SPACING <br />16" O.C. <br />24" O,C, <br />2x6 <br />9'-6' <br />7'-9" <br />2x8 <br />12'-6" <br />10'-3" <br />2x10 <br />16'-0" <br />13'-0# <br />NOTES, <br />1. WHERE RAFTERS BEAR ON WALLS USE SIMPSON H1 ANCHORS, <br />2. AT AREAS WHERE CEILING JOISTS D❑ NOT TIE THE BOTTOM OF <br />THE RAFTERS TOGETHER, INSTALL COLLAR TIES (1x6 MIN.) IN <br />THE UPPER 1/3 OF ROOF ON EVERY THIRD RAFTER PAIR WITH <br />3-8d NAILS. <br />ROOF <br />EDGE <br />HIP <br />END <br />(4) 16D NAILS <br />TOENAILED <br />�gON <br />No. 6Ir _ <br />of <br />O� <br />/ O N AL <br />PREMIER 2249 <br />SHEET 5 OF 5 <br />