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13 <br />(2) <br />(2) A <br />A A <br />S3 <br />v <br />a <br />v <br />N <br />0 <br />N <br />NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS <br />N <br />1. (2) 12d TOENAILS EACH SIDE OF FLOOR <br />TRUSS TO WALL OR BEAM BELOW TYP @ INT. <br />Q BEARING U.N.O. <br />rn <br />-o <br />x <br />N <br />0 <br />co <br />DD <br />(2) A (2) (2) <br />o A S3 A A <br />i <br />a <br />Q <br />N <br />C <br />a <br />E <br />E <br />0 <br />S <br />0 <br />c <br />N <br />l <br />N <br />L7 <br />U <br />E <br />U <br />V <br />N <br />•fl <br />a <br />a <br />E <br />O� <br />ROOF FRAMINGPLAN <br />SCALE: 14 <br />U X31 <br />CJ1�,MCJ3 <br />CJ5 CJ5 <br />EJ7 EJ7 <br />•• A <br />EJ7 EJ7 S3 <br />EJ7 EJ7 I <br />X (2) A <br />EJ7 11 EJ7 <br />:: 1 1 <br />EJ7A : 1 i <br />1 EJ7 <br />A 1 1 <br />S3 <br />EJ7A <br />EJ7 <br />EJ7A <br />ERA <br />• ' (2 <br />EJ7A X <br />I <br />EJ7A <br />EJ7A <br />,• EJ76 <br />. • • Y <br />I EJ7B <br />CJ5B <br />CJ3A <br />rn C7 , <br />J A U Q Q Q ¢ Q 4 m m ¢ U r •- m m N m : 04 w <br />U Q Q Q Q ¢ ¢ Q d ¢ ¢ Q Q Q Q m m U U U U <br />UPLIFT CONNECTION CROSS-REFERENCE 6/19/18 <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS <br />SYP SPF SYP SPF <br />A HETA20 1810 9 - 10d x 1 1!2" HTA20 1615 1585 10 -10d x 1 1/2" <br />B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" <br />C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" <br />D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" <br />E META20 1450 7 -10d x 1 112" HTA20-18 1400 1400 10 -10d X 1 1/2" <br />F HHETA20 2235 10 - 1 Od x 1 1!2" <br />G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d <br />H HTT4 3610 3105 5l8"ANCH. / 18 10dx1-112 HTT4 2715 518"ANCH. / 20 10dx1.112 <br />J HTT5 4350 3740 518" ANCH. 126 tOdx1-U2" HTT5 3225 5i8"ANCH.1(28)10dxt-112 <br />K HD38 * 130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5!8" DIA. BOLTS <br />t HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/$" DIA. BOLTS <br />M HQ7B * 6645 5650 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS <br />N 1165/1070 ** 1005/915 ** $ - 10d x 3" JUS26 1115l1060** — 8 - 10d <br />P 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" <br />Q HUS28 2000/4220 ** 172013125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" <br />R MTS12 1000 860 14 - 10d x 1 1!2" MTW12 1195 1005 14-10d x 1-1/2" <br />S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" <br />T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" <br />U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/5" EMBED W/ SIMPSON "SET" EPDXY <br />V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1$50 1810 (16)10d NAILS AND <br />(7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE <br />TITENS BOLTS <br />..X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" <br />SP1 585 535 10 -10d SPT22 685 8 - 10d <br />SP2 1065 605 12-10d SPT24 1030 12-10d <br />H P2 645 555 12-10d X 1 1/2" <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE. <br />THE PLATE OFF OF THE TRUSS, <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3!8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />iB) (B) <br />(A) <br />(+ 1 OR 2 PLY <br />CARRIER <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) (B <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). <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 #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. Rt 1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) ill} <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 />I., <br />a <br />—o <br />Z <br />Q <br />I� <br />tJ� UI <br />4—i w <br />Ow 0 <br />-(D Lh <br />Ln <br />t- <br />C.J o <br />C00 <br />) <br />m <br />LLJ N M <br />r- p C (O <br />� M <br />U � <br />_ OC N o <br />t/1 tom, LL <br />�o ono <br />B rn � o.� <br />rn ¢ d <br />A 1 ". <br />8D. Nv <br />C <br />B.D. <br />N N <br />�/� O <br />N O M <br />U) Z W M <br />F09 <br />LU <br />Qj go Z 0 CD <br />LL UA <br />Vo <br />- <br />�Z � z° <br />N <br />_ ui 7 � ♦Y <br />W � <br />a � � <br />c��Q <br />W a 41 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www•LennarTampa.com <br />0 <br />o< � <br />za <br />gF <br />U Z U O <br />ZUJa� <br />J �ozz <br />MELO <br />CC <br />LL <br />Lu : <br />J ao <br />QL C ZO <br />L.L G r U <br />\ 4` <br />E Z <br />Q <br />Z <br />"C7 Z <br />J Q <br />000 <br />O <br />O <br />�N O o�o� <br />Za¢7-a <br />.✓ 1� w <br />4aw� <br />Z w O X o <br />z t� wa'(32� <br />CC 8ta-1— <br />G Q <br />Z LLIo=Z <br />¢aO <br />M z tqi O <br />W LI..I J Z <br />= a� <br />� 6 g .—II a cn o <br />SCALE : AS NOTED <br />DATE : 6/19/2018 <br />TECH: MJAMES <br />VERSION NO. <br />4 <br />ISO <br />n0 <br />SHEET N0. <br />7.0 <br />UPLIFT CONNECTION CROSS-REFERENCE 6/19/18 <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS <br />SYP SPF SYP SPF <br />A HETA20 1810 9 - 10d x 1 1!2" HTA20 1615 1585 10 -10d x 1 1/2" <br />B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" <br />C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" <br />D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" <br />E META20 1450 7 -10d x 1 112" HTA20-18 1400 1400 10 -10d X 1 1/2" <br />F HHETA20 2235 10 - 1 Od x 1 1!2" <br />G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d <br />H HTT4 3610 3105 5l8"ANCH. / 18 10dx1-112 HTT4 2715 518"ANCH. / 20 10dx1.112 <br />J HTT5 4350 3740 518" ANCH. 126 tOdx1-U2" HTT5 3225 5i8"ANCH.1(28)10dxt-112 <br />K HD38 * 130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5!8" DIA. BOLTS <br />t HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/$" DIA. BOLTS <br />M HQ7B * 6645 5650 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS <br />N 1165/1070 ** 1005/915 ** $ - 10d x 3" JUS26 1115l1060** — 8 - 10d <br />P 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" <br />Q HUS28 2000/4220 ** 172013125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" <br />R MTS12 1000 860 14 - 10d x 1 1!2" MTW12 1195 1005 14-10d x 1-1/2" <br />S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" <br />T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" <br />U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/5" EMBED W/ SIMPSON "SET" EPDXY <br />V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1$50 1810 (16)10d NAILS AND <br />(7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE <br />TITENS BOLTS <br />..X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" <br />SP1 585 535 10 -10d SPT22 685 8 - 10d <br />SP2 1065 605 12-10d SPT24 1030 12-10d <br />H P2 645 555 12-10d X 1 1/2" <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE. <br />THE PLATE OFF OF THE TRUSS, <br />ALL EPDXY ANCHORS USP CIA-7000C <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3!8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />iB) (B) <br />(A) <br />(+ 1 OR 2 PLY <br />CARRIER <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) (B <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). <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 #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. Rt 1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER (A) ill} <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 />I., <br />a <br />—o <br />Z <br />Q <br />I� <br />tJ� UI <br />4—i w <br />Ow 0 <br />-(D Lh <br />Ln <br />t- <br />C.J o <br />C00 <br />) <br />m <br />LLJ N M <br />r- p C (O <br />� M <br />U � <br />_ OC N o <br />t/1 tom, LL <br />�o ono <br />B rn � o.� <br />rn ¢ d <br />A 1 ". <br />8D. Nv <br />C <br />B.D. <br />N N <br />�/� O <br />N O M <br />U) Z W M <br />F09 <br />LU <br />Qj go Z 0 CD <br />LL UA <br />Vo <br />- <br />�Z � z° <br />N <br />_ ui 7 � ♦Y <br />W � <br />a � � <br />c��Q <br />W a 41 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www•LennarTampa.com <br />0 <br />o< � <br />za <br />gF <br />U Z U O <br />ZUJa� <br />J �ozz <br />MELO <br />CC <br />LL <br />Lu : <br />J ao <br />QL C ZO <br />L.L G r U <br />\ 4` <br />E Z <br />Q <br />Z <br />"C7 Z <br />J Q <br />000 <br />O <br />O <br />�N O o�o� <br />Za¢7-a <br />.✓ 1� w <br />4aw� <br />Z w O X o <br />z t� wa'(32� <br />CC 8ta-1— <br />G Q <br />Z LLIo=Z <br />¢aO <br />M z tqi O <br />W LI..I J Z <br />= a� <br />� 6 g .—II a cn o <br />SCALE : AS NOTED <br />DATE : 6/19/2018 <br />TECH: MJAMES <br />VERSION NO. <br />4 <br />ISO <br />n0 <br />SHEET N0. <br />7.0 <br />I., <br />a <br />—o <br />Z <br />Q <br />I� <br />tJ� UI <br />4—i w <br />Ow 0 <br />-(D Lh <br />Ln <br />t- <br />C.J o <br />C00 <br />) <br />m <br />LLJ N M <br />r- p C (O <br />� M <br />U � <br />_ OC N o <br />t/1 tom, LL <br />�o ono <br />B rn � o.� <br />rn ¢ d <br />A 1 ". <br />8D. Nv <br />C <br />B.D. <br />N N <br />�/� O <br />N O M <br />U) Z W M <br />F09 <br />LU <br />Qj go Z 0 CD <br />LL UA <br />Vo <br />- <br />�Z � z° <br />N <br />_ ui 7 � ♦Y <br />W � <br />a � � <br />c��Q <br />W a 41 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www•LennarTampa.com <br />0 <br />o< � <br />za <br />gF <br />U Z U O <br />ZUJa� <br />J �ozz <br />MELO <br />CC <br />LL <br />Lu : <br />J ao <br />QL C ZO <br />L.L G r U <br />\ 4` <br />E Z <br />Q <br />Z <br />"C7 Z <br />J Q <br />000 <br />O <br />O <br />�N O o�o� <br />Za¢7-a <br />.✓ 1� w <br />4aw� <br />Z w O X o <br />z t� wa'(32� <br />CC 8ta-1— <br />G Q <br />Z LLIo=Z <br />¢aO <br />M z tqi O <br />W LI..I J Z <br />= a� <br />� 6 g .—II a cn o <br />SCALE : AS NOTED <br />DATE : 6/19/2018 <br />TECH: MJAMES <br />VERSION NO. <br />4 <br />ISO <br />n0 <br />SHEET N0. <br />7.0 <br />