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53-04-00 <br />ob <br />0 <br />N <br />t!) <br />j <br />0 <br />0 <br />00 <br />0 <br />N <br />27-08-00 25-OMO L <br />NGa�J�IE <br />I,]oil <br />I=, <br />NUIN <br />Him <br />WOO <br />WIN <br />FL, 11473.3 <br />SIMPSON HETA16 @24' <br />TYPICAL ANCHOR <br />(OR EQUAL) <br />RODE PLAN <br />VO <br />25-OMO 7-00-00 21-04-00 <br />534)M1-00 <br />ROOF PLAN 1/4• _ 1--0• <br />PRODUCT APPROVAL LIST <br />PRODUCT CATEGORY SUB CATEGORY MANUFACTURER <br />APPROVALNUMBER <br />STRUCTURAL COMPONENT HETA20 <br />SIMPSON <br />FL 11473 <br />STRUCTURAL COMPONENT LINTEL HEADER <br />CAST CRETE CORP <br />FL 158.1 <br />ROOFING ASPHALT <br />GAF SHINGLES ALL <br />FL 10124.1 <br />ROOD(, UNDERLAYMENT <br />GAF <br />FL 10626.1 <br />ROORNG ROOF VENT <br />LOMANCO <br />FL 3792.3 <br />SOFFIT & FACIA SOFFIT <br />AMERICAN CONST.MATERIALS <br />FL12019.1 <br />WU4DOWS SINGLE HUNG <br />SILVER LINE 50 <br />FL 14911 <br />EXTERIOR DOORS SWINGING <br />PLAST PRO <br />FL 15221.1 <br />EXTERIOR DOORS SWINGING <br />PLAST PRO <br />FL 15220 <br />OTHER BRANDS OF TRUSS ANCHORS <br />THAT ARE OF EQUAL OR GREATER <br />CAPACITY MAY BE SUBSTITUTED FOR <br />THOSE SHOWN ON PLAN, <br />CONNECTORS THAT MAY BE USED <br />FWRtDA <br />MANUFACTURER <br />DESCRIPTION <br />PRODUCT <br />APPROVAL <br />NUMBER <br />Simpson Strong Tie <br />AC8 <br />FL10880.5 <br />Simpson Strong Tie <br />HIS <br />FL10486.3 <br />Simpson Strong Tie <br />H3 <br />FL10486.3 <br />Simpson Strong Tie <br />R7T4 <br />FL11496.6 <br />Simpson Strong Tie <br />H10 <br />FL10486.3 <br />Simpson Strong Tie <br />HETA16 <br />FL11473.3 <br />Simpson Strong Tie <br />HUC212-2 <br />FL10638.17 <br />Simpson Strong Tie <br />LCE4 <br />FL10446.11 <br />Simpson Strong Tie <br />LSTA18 <br />FL10882.6 <br />Simpson strong Tie <br />LTPS <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 />P866 <br />FL10860.18 <br />Simpson Strong Tie <br />BPI <br />FL10486.11 <br />Simpson Strong Tie <br />SP4 <br />FL10486.11 <br />Simpson Strong Tie <br />SP6 <br />FL10486.11 <br />TIE -MAX <br />TEE -MAX <br />I,C.C.2328 <br />SHINGLES OVER FELT <br />AND ROOF SHEATHING <br />t� <br />o ' <br />N <br />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 />2' <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 />2-2x12 <br />2 <br />3 <br />9' <br />3-240 <br />3 <br />3 <br />10' <br />3-2x12 <br />3 <br />4 <br />11' <br />4-242 <br />3 <br />4 <br />USE 1/2' PLYWOOD AS NEEDED FOR SPACERS <br />SEE FLOOR P <br />FOR STUD SI; <br />2x BLOCKING <br />MIDWAY UP '% <br />2x STU <br />@16' ❑,( <br />TRUSS <br />FL, 10456.3 <br />Ci) SIMPSON 1 <br />OR EQUAL <br />EACH TRUSS <br />D❑UB <br />(2) SYP S1 <br />UNDER GIF <br />-AN <br />'E <br />I.C.C. <br />'TIE—M <br />ALL <br />8' FRE <br />@ 6'-0 <br />INSTAL <br />SPECIF <br />)S <br />(TYPI <br />FOR 12' HIC <br />PLACE BLO( <br />@ 48' O.C. <br />BOTTOM PL <br />rnnTFR <br />—10 <br />LE TOP PLATE <br />UDS <br />'DERS <br />#2328 <br />aX' (OR EQUAL) <br />iM ❑PENINGS AND <br />O.C, MAX. <br />L PER MFG'S <br />ICATI❑NS. <br />CAL) <br />H WALLS <br />:KING <br />ATE <br />FRAME LOAD BEARING WALL <br />kD <br />v <br />zo <br />i <br />'v <br />NAILING <br />FOR ZONE <br />Q <br />80l RING <br />SHANK NAILS AT <br />(Z <br />80l RING <br />SHANK NAILS AT <br />(3 <br />8d RING <br />SHANK NAILS AT <br />6 AND 6 <br />6 AND 6 (4'-6' FROM <br />4 AND 4 (4'-6' FROM <br />EDGE) <br />EDGE) <br />2 2 <br />a a <br />-------------------------------- <br />I I <br />Q <br />(D (Dl to <br />I I <br />I-------------------------- <br />� O RIDGE � 2 I I <br />i aI <br />1 <br />t i <br />a t aI1@ Oil (D <br />I a <br />i---_�._91 <br />LO <br />22 CD <br />a <br />2 <br />GABLE ROOF 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 SIMPSON H3 (OR EQUAL) <br />FL, #10456.3 <br />2x RAFTERS <br />(SEE CHART) <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 />2x6 MIN, SOLE PLATE <br />SOLE PLATE SECURED TO SHEATHING AND SUPPORTING TRUSSES <br />WITH SIMPSON MSTA12 (OR EQUAL) <br />ri unncn % <br />i L. tt1VVJL.I <br />1x6 MINIMUM <br />COLLAR TIES <br />11 <br />PRE-ENGINEERE <br />TRUSSES <br />CONVENTIONAL OVER FRAME DETAIL <br />MAXIMUM RAFTER SPAN <br />SIZE/SPACING <br />16" O,C. <br />24" O.C. <br />2x6 <br />9'-6u <br />7'-9" <br />2x8 <br />12'-6" <br />10'-3# <br />2x10 <br />16'-0" <br />13'-0" <br />NOTES, <br />I. WHERE RAFTERS BEAR ON WALLS USE SIMPS❑N H1 ANCHORS, <br />2, AT AREAS WHERE CEILING JOISTS DO NOT TIE THE BOTTOM OF <br />THE RAFTERS TOGETHER, INSTALL COLLAR TIES C1x6 MIN,) IN <br />THE UPPER 1/3 OF ROOF ON EVERY THIRD RAFTER PAIR WITH <br />3-8d NAILS, <br />ON <br />NSF G . <br />7e061 2 <br />��3(J� STATE OF �44/\ <br />' clORIC?.• L) <br />O1NAL E <br />111 <br />ROOF <br />EDGE <br />HIP <br />END <br />(4) 16D NAILS <br />TOENAILED <br />PREMIER <br />SHEET 5 ❑F 5 <br />