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OUR% (D (2) (2) A A q1 rn 3 v aci v v_ Z N 0 0 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. Q BEARING U.N.O. LO N v C Z M 0 0 1 M S5 I 00 i a00 i H (2) (2) i A A E t� 0 z v c m 0 C 0 U .o N 0 W ROOF FRAMING PLAN SCALE: %4'=1'-0" r U CJ1 CJ V y✓ U U U ��1 i CJ V L CJ3 CJ5V ' CJ5 1 y EJ7V •:.. .... ... ... ... EJ7 I : ' EJ7V EJ7 EJ7V EJ7 EJ7V r EJ7 I 1 ' EJ7V r EJ7 I rr EJ7V — — EJ7 O o• (2) EJ7VA X EJ7 � FG1 EJ7VA Q O EJ7VA J�1 EJ7V (2 EJ7:::::::::::::. EJ7 EJ7 ;: :;;; •• EJ7 . '. •. '. ::: :::: • . CJ5 CJ3 S w J N M r co N . N U' Q a Q ¢ Q a ¢ Q a ¢ a ¢ a a a m m m m m m m m U , UPLIFT CONNECTION CROSS-REFERENCE ra,z,ra MARK 51MPSON STRONG TIE USP MANUFACTURING, INC. 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 1t2" 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 - $d X 1 112" 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 518"ANCH. 11810dx1-1/2 HTT4 2715 518"ANCH. 12010dx1-1/2 J HTT5 4350 3740 518" ANCH. 126 10dx1.112" HTT5 3225 5i8" ANCH. I(28)10dx1-112 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L D B * 4505 3785 5/8" ANCH. 3l4"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P 1550l3335 ** 133 /2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" 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 1-112" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 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 "X.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 H P 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 REC!'D ON ROOF PITCHES 3/12 &LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 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 (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. 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 OR CONT LEDGER �_(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. 0 "' Z M — o z�z Qt w •V — Ow U o0 m w �M cU min o m v M zo00 CD U) U imLL ELIAS, :1, 1 co � o � o Q n- v A ' B D® � t� N_ ti Z W �M�Z � z W W � _¢ � L g• � °°°eo�4J i Ll W.FD (� M s C *° p F= E a LENNAR Lu S 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 Bth Edition. Engineer's 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 (Tampa, FL 33607 www.LennarTampa.com aZ zgag �F w a � � z Lu Lu U ?00 <C gW�� � �oWz `R aw 2LLI , r° V � zO UI O � zz }o > Q Zz g O a LL Q Y S Lri O �oQ T � � CC LL57 , W Q QQg� a J ri IJJ � M � Q $~o � z z 8 Q W J o g = r-1 t-1 a .. Cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. 7.0 '! UPLIFT CONNECTION CROSS-REFERENCE ra,z,ra MARK 51MPSON STRONG TIE USP MANUFACTURING, INC. 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 1t2" 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 - $d X 1 112" 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 518"ANCH. 11810dx1-1/2 HTT4 2715 518"ANCH. 12010dx1-1/2 J HTT5 4350 3740 518" ANCH. 126 10dx1.112" HTT5 3225 5i8" ANCH. I(28)10dx1-112 K HD36 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L D B * 4505 3785 5/8" ANCH. 3l4"STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P 1550l3335 ** 133 /2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" 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 1-112" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 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 "X.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 H P 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 REC!'D ON ROOF PITCHES 3/12 &LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 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 (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 S0. 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 OR CONT LEDGER �_(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. 0 "' Z M — o z�z Qt w •V — Ow U o0 m w �M cU min o m v M zo00 CD U) U imLL ELIAS, :1, 1 co � o � o Q n- v A ' B D® � t� N_ ti Z W �M�Z � z W W � _¢ � L g• � °°°eo�4J i Ll W.FD (� M s C *° p F= E a LENNAR Lu S 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 Bth Edition. Engineer's 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 (Tampa, FL 33607 www.LennarTampa.com aZ zgag �F w a � � z Lu Lu U ?00 <C gW�� � �oWz `R aw 2LLI , r° V � zO UI O � zz }o > Q Zz g O a LL Q Y S Lri O �oQ T � � CC LL57 , W Q QQg� a J ri IJJ � M � Q $~o � z z 8 Q W J o g = r-1 t-1 a .. Cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. 7.0 '! 0 "' Z M — o z�z Qt w •V — Ow U o0 m w �M cU min o m v M zo00 CD U) U imLL ELIAS, :1, 1 co � o � o Q n- v A ' B D® � t� N_ ti Z W �M�Z � z W W � _¢ � L g• � °°°eo�4J i Ll W.FD (� M s C *° p F= E a LENNAR Lu S 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 Bth Edition. Engineer's 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 (Tampa, FL 33607 www.LennarTampa.com aZ zgag �F w a � � z Lu Lu U ?00 <C gW�� � �oWz `R aw 2LLI , r° V � zO UI O � zz }o > Q Zz g O a LL Q Y S Lri O �oQ T � � CC LL57 , W Q QQg� a J ri IJJ � M � Q $~o � z z 8 Q W J o g = r-1 t-1 a .. Cn o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. 7.0 '!