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0 00 v (2} X (2) J U.N.O. (2) X S6 G X 1 y✓j U U U CY)U CJ1 CJ1 CJ3 CJ3 CJ5 CJ5If NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS J S6 1. (2) 12d TOENAILS EACH SIDE OF FLOOR CJ5 TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. CJ3 CJ1M3G IL cJ 1 X HSPHGA10 @ 36" O.C. UPPER FRAMING PLAN-B- SCALE: Y4'=1'-0" U U I1 ;; 11 is ' 1 m m m m m m ... N. m m m; m cmryy (n I is i I I I I II I I I I I I I I W tDj (2) M1G :. X EJ3 • ,- .: (2) v U v CJ1 J X E1G S6 —' T U v r ti� (2) EGE CO3 UPLIFT CONNECTION CROSS-REFERENCE 4,5,19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1!2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. / 18 10dx1-112 HTT4 2715 518" ANCH. 120 10dx1-112 J HTT5 4350 3740 518"ANCH. l 26 10dx1-112" HTT5 3225 518" ANCH.1{28)10dx1-112 K HD3B * 3130 3050 5J8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD 4505 78 5/8"ANCH. 314" STUD BOLT TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 50 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N L 1165l1070 ** 1005/915 ** 8 -10d x 3" JUS26 i 115/1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 -16d x 3 1!2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000l4220 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MT516 1000 860 14 - 10d x 1 1/2" MTW 16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND (7)1!4" x 2-1/4" (5) 1/4" x 3" WEDGE TITENS BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. LOADS --ROOF = L / 360 FLOOR = L ! 480 WI 3!8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**), INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH 4F��Z�,TYC�RRIER-J + THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. Z � _ o z a U) z C/i C9 cn w �V — O w .� i�l/i � N � r— U o0 on N f— E C (6 M U — 2.1 N � o V � r- u' o°Do � o U)no ¢CD LAl I �w o QV rnQ d N C B D C N y$ 00 U) Z W �Mmzi:e z Im .3LLo � uS LU Cn Uj z o � aU) C14 ) �¢ o 0 Z yy OF E LENNAR M E a' d � D i✓or�Y•• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com =Z -o of �F Wa0�0.Q' oHgQo Z U Z Z C�O�W aw0� w U W �WF.. N '<` Q � W Q fz a z � � z Ufy ) � Qz O � � J W Oz cco�o L^L �ma 00 0 J N � z<z W z Cfi � z � N �aoI� W Ln ��W� J rW u,¢z8 l W � M � Q g!2o Ln Q Z Z N z � �ZS go z � � ,—I a cn s SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 7.2 UPLIFT CONNECTION CROSS-REFERENCE 4,5,19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1!2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. / 18 10dx1-112 HTT4 2715 518" ANCH. 120 10dx1-112 J HTT5 4350 3740 518"ANCH. l 26 10dx1-112" HTT5 3225 518" ANCH.1{28)10dx1-112 K HD3B * 3130 3050 5J8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD 4505 78 5/8"ANCH. 314" STUD BOLT TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 50 718"ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N L 1165l1070 ** 1005/915 ** 8 -10d x 3" JUS26 i 115/1060** — 8 - 10d P 1550/3335 ** 1335/2820 ** 20 -16d x 3 1!2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000l4220 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MT516 1000 860 14 - 10d x 1 1/2" MTW 16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND (7)1!4" x 2-1/4" (5) 1/4" x 3" WEDGE TITENS BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER. LOADS --ROOF = L / 360 FLOOR = L ! 480 WI 3!8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD &TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**), INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH 4F��Z�,TYC�RRIER-J + THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. Z � _ o z a U) z C/i C9 cn w �V — O w .� i�l/i � N � r— U o0 on N f— E C (6 M U — 2.1 N � o V � r- u' o°Do � o U)no ¢CD LAl I �w o QV rnQ d N C B D C N y$ 00 U) Z W �Mmzi:e z Im .3LLo � uS LU Cn Uj z o � aU) C14 ) �¢ o 0 Z yy OF E LENNAR M E a' d � D i✓or�Y•• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com =Z -o of �F Wa0�0.Q' oHgQo Z U Z Z C�O�W aw0� w U W �WF.. N '<` Q � W Q fz a z � � z Ufy ) � Qz O � � J W Oz cco�o L^L �ma 00 0 J N � z<z W z Cfi � z � N �aoI� W Ln ��W� J rW u,¢z8 l W � M � Q g!2o Ln Q Z Z N z � �ZS go z � � ,—I a cn s SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 7.2 Z � _ o z a U) z C/i C9 cn w �V — O w .� i�l/i � N � r— U o0 on N f— E C (6 M U — 2.1 N � o V � r- u' o°Do � o U)no ¢CD LAl I �w o QV rnQ d N C B D C N y$ 00 U) Z W �Mmzi:e z Im .3LLo � uS LU Cn Uj z o � aU) C14 ) �¢ o 0 Z yy OF E LENNAR M E a' d � D i✓or�Y•• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com =Z -o of �F Wa0�0.Q' oHgQo Z U Z Z C�O�W aw0� w U W �WF.. N '<` Q � W Q fz a z � � z Ufy ) � Qz O � � J W Oz cco�o L^L �ma 00 0 J N � z<z W z Cfi � z � N �aoI� W Ln ��W� J rW u,¢z8 l W � M � Q g!2o Ln Q Z Z N z � �ZS go z � � ,—I a cn s SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 3ol SHEET NO. 7.2