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ROOF FRAMING NOTES <br />SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE - ENGINEERED WOOD TRUSSES <br />AT 2' -0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. <br />(2) U! <br />WITH <br />NAIL! <br />1/4" x <br />BOLI <br />CON1 <br />ROOF FRAMING PLAN <br />SCALE: 3/16 " =1' -0" <br />° e <br />NNECTOR <br />H ETA20 <br />HETA16 <br />H2.5A <br />H3 <br />META20 <br />H H ETA20 <br />H10 <br />MTT28B <br />UPLIFT CONNECTION CROSS - REFERENCE <br />SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />CAPACITY FASTENERS CONNECTOR CAPACITY <br />SYP SPF SYP SPF <br />1810 9 - 10d x 1 1/2" HTA20 1615 1585 <br />455 <br />HD2A * <br />2775 <br />HD5A * <br />3705 <br />HD6A * <br />4405 <br />_US26 <br />1165/111 <br />32 - 16d <br />1550/3321 <br />HUS28 <br />220/597( <br />MTS12 <br />1000 <br />MTS16 <br />1000 <br />V <br />LGT2 <br />2150 <br />4685 <br />4029 <br />24 - 16d <br />5370 <br />4618 <br />32 - 16d <br />"X" <br />HTS 20 <br />1450 <br />4180 <br />SP1 <br />585 <br />9- 10dx11/2" <br />535 10 - 8d <br />320 8 - 8d <br />7 - 10d x 1 1/2" <br />12 - 10d x 1 1/2 <br />R 5n <br />IF; . AH r 1 1 /7" <br />HTA16 <br />HTA20 -18 1 1200 <br />FASTENERS <br />10 - 10d x 1 1/2" <br />10 - 10d x 1 1/2" <br />10 - 8d X 1 1/2" <br />8 - 8d X 1 1/2" <br />10 - I Od X 1 112" <br />1030 <br />1030 <br />9 -10d X 1 11 <br />4685 <br />4029 <br />24 - 16d <br />5370 <br />4618 <br />32 - 16d <br />3435 <br />2954 <br />2 - 5/8" DIA. <br />4180 <br />3594 <br />2 - 3/4" DIA. <br />6655 <br />5779 <br />3 - 3/4" DIA. <br />510/740 <br />440/695 <br />18 - 10d <br />1195 1 905 <br />1195 1 905 <br />1195 <br />D W/ SIMPSON "SET" EP <br />1850 1 1810 <br />1530 1 1315 <br />14-1 Old <br />14-1 Od <br />14 -11 <br />16)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />24-1 Od X 1 1/2" <br />8 -10d <br />in- INA <br />GT -2 Wr I Ud5 605 12 - 10d SPT24 895 <br />10d HCP2 1 605 520 12-1 Od X 1 1 /2" <br />(5). * MINIMUM 3" MEMBER <br />DGE ** REACTIONS ARE FOR ROOF LOADS ONLY <br />!ACH * ** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />:TOR THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />DROP HIP DETAIL <br />1 -8 -8 CLEAR GAP BETWEEN (B) TRUSSES <br />'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-), <br />INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC, ( +) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE 112 OR p2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES, R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 <br />INTERSECTIONS, SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION, <br />IRDER <br />TRUSS <br />�^ N <br />CV <br />GALVANIZED 5/8" DIA x_ <br />ANCHOR BOLT WITH HOOK N <br />AND 6 "EMBEDMENT INTO 12" 6" 6" 6' N <br />BOND BEAM AND 2" x 2" x '�- O,C• � _,4 '"MAX?f <br />1/8" PLATE WASHERS, TYP. STAGGERED <br />ELEVATION A -A <br />.. <br />SEE SHEET D -1 FOR <br />BOLTROOF FRAMING <br />-H SIDE DETAILS <br />NI St E ` I/ <br />FOR <br />L -1 ADDITIONAL <br />INFORMATION <br />ii <br />8x16BOND <br />BEAM <br />REINFORCED <br />WITH (1) #5 <br />CONT. EACH <br />COURSE <br />GROUTED <br />SOLID <br />8" <br />1 � SECTION AT LEDGER <br />1 SCALE: 3/4 " =1' -0" <br />;SEE PLAN) <br />AL 9' -4" <br />BOTTOM <br />OF <br />TRUSS <br />2 PLY CARRIER � �� A) <br />(A) <br />OR 2 PLY <br />,ARRIER <br />5260 <br />32 - 16d SINKERS <br />HTT22 <br />2570 <br />5/8" DIA. BOLTS <br />TD2 <br />3130 <br />3/4" DIA, BOLTS <br />TD5 <br />V j <br />3680 <br />7/8" DIA, BOLTS <br />TD6 <br />** <br />780/875 ** <br />8 - 1 Od x 3" <br />JUS26 <br />** <br />1550/2540 *" <br />20 - 16d x 3 1/2" <br />THD26 <br />** <br />2705/4510 *" <br />30 - 16d x 3 1/2" <br />THD28 <br />860 <br />14. 1 O x 1 1/2" <br />MTW12 <br />_o <br />M N <br />ro � M � <br />0 A <br />860 <br />14 - I Od x 1 1/2" <br />MTW 16 <br />860 <br />14 - 1Old x 1 1/2" <br />MTW20 <br />3140 <br />22 - 10d X 1 5/8" A <br />W/ 5" EMi <br />0 <br />1850 <br />(16)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />LUGT2 <br />y <br />I" � <br />1245 <br />24-1 Od X 1 1/2" <br />HTW20 <br />a Q A <br />535 <br />10- 10d <br />SPT22 <br />1195 1 905 <br />1195 1 905 <br />1195 <br />D W/ SIMPSON "SET" EP <br />1850 1 1810 <br />1530 1 1315 <br />14-1 Old <br />14-1 Od <br />14 -11 <br />16)1 Od NAILS AND <br />(5) 1/4" x 3" WEDGE <br />BOLTS <br />24-1 Od X 1 1/2" <br />8 -10d <br />in- INA <br />GT -2 Wr I Ud5 605 12 - 10d SPT24 895 <br />10d HCP2 1 605 520 12-1 Od X 1 1 /2" <br />(5). * MINIMUM 3" MEMBER <br />DGE ** REACTIONS ARE FOR ROOF LOADS ONLY <br />!ACH * ** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE <br />:TOR THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />DROP HIP DETAIL <br />1 -8 -8 CLEAR GAP BETWEEN (B) TRUSSES <br />'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-), <br />INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC, ( +) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE 112 OR p2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES, R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 <br />INTERSECTIONS, SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION, <br />IRDER <br />TRUSS <br />�^ N <br />CV <br />GALVANIZED 5/8" DIA x_ <br />ANCHOR BOLT WITH HOOK N <br />AND 6 "EMBEDMENT INTO 12" 6" 6" 6' N <br />BOND BEAM AND 2" x 2" x '�- O,C• � _,4 '"MAX?f <br />1/8" PLATE WASHERS, TYP. STAGGERED <br />ELEVATION A -A <br />.. <br />SEE SHEET D -1 FOR <br />BOLTROOF FRAMING <br />-H SIDE DETAILS <br />NI St E ` I/ <br />FOR <br />L -1 ADDITIONAL <br />INFORMATION <br />ii <br />8x16BOND <br />BEAM <br />REINFORCED <br />WITH (1) #5 <br />CONT. EACH <br />COURSE <br />GROUTED <br />SOLID <br />8" <br />1 � SECTION AT LEDGER <br />1 SCALE: 3/4 " =1' -0" <br />;SEE PLAN) <br />AL 9' -4" <br />BOTTOM <br />OF <br />TRUSS <br />2 PLY CARRIER � �� A) <br />(A) <br />OR 2 PLY <br />,ARRIER <br />i <br />i <br />i <br />G <br />UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 <br />L <br />N <br />V j <br />N <br />Iwo <br />C <br />(� <br />N <br />C <br />1� <br />N <br />0 co <br />O <br />o"�a 0 <br />I <br />m <br />C <br />r>3 <br />N <br />w <br />_o <br />M N <br />ro � M � <br />0 A <br />0 :2 <br />U <br />10 m <br />0 0.00 <br />rn � <br />0 <br />0 ®e <br />N C B C G <br />4, <br />" <br />y <br />I" � <br />J <br />LL <br />L <br />La <br />a Q A <br />LL W <br />1�'�� • <br />J C,4 I <br />� <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />i <br />O <br />'-_q M <br />Z � M <br />O VkD <br />O <br />Q � �M <br />r-i <br />L <br />cal (Tj <br />L <br />(J u <br />Z 0) ru <br />J <br />LU <br />L N <br />Li) U <br />- 7!y <br />r-i <br />I �z <br />I I <br />LL <br />S <br />a zz <br />Z Z <br />Cf' <br />a 0 <br />�' O 0 C <br />M <br />iz� -a8 <br />�' <br />�zz z <br />au <br />c p� <br />O4o3 g Lu <br />�� <br />r <br />z0 <br />LLj z <br />ce <br />CD W <br />r—I II <br />�1 dz <br />171111 0 <br />Ln <br />_i z <br />J <br />Q ® <br />W �3 <br />Ce Cc <br />az o <br />woo R <br />CL <br />O <br />z <br />y <br />z <br />L.1..� z <br />w C) <br />� ! (� LL <br />_ <br />0' <br />0 ,-q <br />Z c) LL <br />0. J Y W <br />2 a < X <br />a r <br />W h 0 <br />z, 0 g �= <br />SCALE ; <br />AS NOTED <br />PLOT DATE : 09/07/2011 <br />VERSION NO" <br />10 00 <br />JOB N0; 11- 0958 -0961 <br />SHEET N0, <br />12 <br />i <br />i <br />i <br />G <br />UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 <br />