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— — — — — — — — — — — — — — — I I I I I � I I I I 24'-611 14'-9" I I (2) 1 3/4" X 11 1/4" LVL 2.0E FB=2950 W/ (2) USP HTW20 TO COLUMN AND USP HD4101F W/ (18) 16D & (10)10D NAILS TO WALL STUD PACK. I � � I L—— — — — — — — — — — — - TYP G TYP(D-7 04 M 04 . J S6 TYP @ STRY O N LO1 = G Ml�t TYP. 1 00 04 H1 II II II II II II II H1 \ EJ7 / 1 II II H1 \ � _ = II II II II II II II = 51 X 6 — II II L X 6 C3G SIM. W/ (1) MSTAM36 _ II II SIM. W/ (1) MST M36 @ BASE BAS C2— �(2) X (4) 2X4 #2 SPF COLUMN (4) 2x4 #1 SYP COL. X (2) REFER TO 3/D2 REFER TO 3/D2 C1G 71T G Ila II II Al II all III III I II II II H1 II II II II II II 5'-0" LEN TH OF D . 14011F,1111 I II II 71 H1 I H2 I IIG OI II II II II II II II HEADER TO MATCH111 6.61). BELOW ATTACH WIDTH STUDS BELOW HEADER W/ (3) 12D TOENAILS T&B. MIN. - — (4) 2X4 #2 SYP STUDS EACH END. IT I JI-011 v'—O" '-11' 16 0" =1€ = I II II II II II I I { II II II I II II II II II If II ��I � I� II II III I H1 SIM SEE 9/D2 FOR (2) X 4 (D/ CONNECTION TYP. I PROVIDE (4) 2X4 #2 SPF COLUMN UNDER B1G. STUD PACK SHOULD BE OVER (3) 2X8 STUD PACK ON FIRST FLOOR. REFER TO 7/D2. I � I I (2) U' TYP. AT HIP CORNERS 20'-411 10'-911 (2) 2X12 #2 SYP BEAM W/ 1/2 FLITCH PLT. W/ (2) USP HTW20 TO COLUMN AND USP HD4101F W/ (18)16D & (10)1 OD NAILS TO q18 WALL STUD PACK. D17 18'-4-3/4" BRG. AT BALCONY SIM SEE H2 6/D2 FOR CONNECTI( 11 VI 111 I I BIGBZ B3 B4 = _ X 6 SIM. W/ (1) MST B5 — — 6G = II II H1 I L+ 6 X X 10'-411 Ef�l MI I V 3 D' 6 D2 l IJ II I EII \ I I nJ7 III H I )I� 1 19'-4" TYP. j . Ilil II 0_. C 1 (V M 9 0 ti G TYP. COLUMN SCHEDULE O3 1/2"x5 1/4" P.L. COLUMN W/ HTT16 @ BASE 1 AND (3) - HTS20 TO GIRDER ABOVE O (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS 18" O.C. W/ (2) - 11 12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE 0 4x4 #2 SYP. P.T. POST OR 3 %"x3 %" 1.8E PSL COL. W/ ABU44 @ BASE AND (2) MTS12 TO BEAM ABOVE ® (3) - 2x4 SPF OR SYP #1 W/ (2) HTS20 TO BEAM BELOW 0 3 1/2"x3 1/2" P.L. COLUMN W/ HTT16 @ BASE 5 AND (3) - HTS20 TO BEAM ABOVE O (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. SEE 3/D2 FOR MORE INFORMATION. O (3) - 2x4 SYP #1 W/ 1Od NAILS @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE 5 1/4 x7 1/4 P.L. COLUMN W/ECCQ68SDS2.5 TO BEAM ABOVE 0 & HTT16 W/ 5/8" ATR DRILLED & EPDXIED W/8" EMBEDMENT 0 3 1/2"x5 1/4 P.L. COLUMN W/ ECCQ46SDS2.5 TO BEAM ABOVE 9 & HTT16 W/ 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT 0 5 1/4"x5 1/4 P.L. COLUMN W/ HTS20 TO BEAM ABOVE 10 & HTT16 TO BASE (3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ 11 (2) MTS12 TOP AND HTT16 BASE 12 6x6 P.T. POST OR 5 1/4"x5 1/4" 1.8E PSL COL. W/ (2) MTS12 TOP AND HTT16 @ BASE 5 1/4"x5 1/4 P.L. COLUMN W/ HTT22 @ BASE AND 13 (2) LGT2 @ TOP. 14 3 1/2"x 7 1/4" P.L. COLUMN W/ HTT22 @ BASE 3 1/2"x 3 1/2" P.L. COL. W/ LSTA24 BM. TO COL. 15 W/ (18) 1Od NAILS W/ (6) 16d TOE NAILS TO BASE PLATE HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" SEE 6/D2 FOR HEADER FLITCH PLATE CONNECTIONS H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE - 2X10 #2 SYP W/ 1/2" O(2) FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E SEE 1IJ FOR HDR. Fb=2950 CONNECTIONS. (2) - 1 3/4" X 91/2" H6 LVL 2.0E Fb=2950 * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 3 1/2 X 3 112 P.L. COLUMN TO BEAR DIRECTLY ON MASONRY WALL BELOW W/ MSTCM40 STRAP. UPLIFT CONNECTION CROSS-REFERENCE 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 l/2"____ _. B HETA16 -- 1810 ....... - --- 9- 10d x 1_1/2_ ----- - HTA16 --.._ _ 161_5— 1585_.. - 1_0_-_10d x 11/2'-- _... C ___...H2.5A-__ _ 600 535 10 -d 7A 67 565 8dX .. _ D —E _H3 _455 320 8-8d _ RT3 610 525 8 - 8d X 1 1/2'_�_ 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 11/2 RT16A 1380 _ 1160 _ 9_10d X 1 1/2"& 8-10 H HTT4 _ _3610 _ 3105 5/8' ANCH. /08)10dxl-1/2 HTT4 2715 5J8' ANCH. /(2280)_10dx1-1/2 _ _._d._ _ _. _._HTT5 4350__.._ _3740 __. 5/8'ANCH /(26)_10dx1-1/2" HTTS ..__._ _ 3225 _ _. 518'ANCH./(28)10dA-1/2 K kiQ313........ 3130 ...._...... _. 3050._..._.._. 5/8'. DIABOLTS _ .-- - .TDX2,TZ. _2345_-. - -. 2 -_5/8 DIA._BOLTS.. L _ _ 4`�Q5 _ 3785 5/8' ANCH. 3/l STUD BOLTS TDX6 5320 2_ 7/8" DIA. BOLTS M HD7B-` ._.. _ 6645 . _-___5650-_.-- 7/8' ANCH_3W STUD BOLT„ TDX10 _ _ _ 7845 - . _ -_ 4_-_7/8" DIA,-BOLTS_ __...-.N _ _.....__._LLIS26._ _. 1,165/1070_**.. _ -.__..1005/91.5_- 8 - 10d x 3' ___.... _..._ JUS26 1115/1060** - 8_-10d P 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 ,- 1925/3295 - _ 1 x 3-1/2" Q HUS28 - 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 30d 16d x 3-1/2" R.._......__._._MTS12 . _2000/4220 .-...__..1000......... 860....._..... _ 14..._10d x 1 1/2 _ _- _MTW12_._ .__ 1195 _ 1005 - 14-10d x 1- 1/2" . 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 - 11 X (1) 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET' EPDXY -- V LGT2 2150 1850 _ (11 16d SINKERS & LUGT2 _ 1850 1810 (16)10d NAILSAND (7) 1/4 x 2 1/4" TITENS (5) 1/4 x 3" WEDGE BOLTS - HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 _ 24-10d X 1 1/2" -_�- _ a SP1 � ��-585 � 535 —_ — 10 - 10d -- - - SPT22 685 _..._ - 8,- 10d --- - - _SP2,-_ 1065 _ - 605 ___-. 12 --10d, _..__ ............ SPITZ4 IJ 1 645 555 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 3112 & 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 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!-6") *FASTEN EACH I TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH I 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 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. REFER TO SHEET D3 FOR FLASHING DETAILS AT BALCONY AND S.G.D. (A) OR 2 PLY :ARRIER (B rl/02x 2 PLY CARRIER -�A) CONT LEDGER NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS GENERAL NOTES 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMNTS OF ALL HARDWARE BEFORE INSTALLATION. 8. PROVIDE BRACING AND BLOCKING PER BCSI-03 IN ADDITION TO BRACING AND BLOCKING SHOWN ON ■ oo �IJIC ,�.N00N U J 00 C) j C C o X O C �� � U) N U - m a - •�I 43k z oWJ a a 3 N .`cv z I �� co_ o o�J r_� x , H _z LU � � Q 1 D W ��~fir co o o `aC a � 2 gil �U, LU O U ❑w N LU W03-0KaSQd'MMM 4 LL e W 1 IJ m U) w Z I 1 00 ry J Z _. I Z LU z Q Q JM W LLJ U) PLANS. > title: W UPPER ROOF FRAMING z PLAN 2 Z project no. 2017656 o checked: AB/MC m drawn: date: 10-09-17 O N scale: A0 SHOWN Q UPPER ROOF FRAMING PLAN IA' 1 /4" = 1'-0" a U S3mlA The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.