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-----� I I I I I I I I I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — I O L0 I M 1 4 S5 (1) USP MUGi-15 w/ (1) PHD2 0 w/ %" DIA. ATTACHMENT ANCHOR. BUILDER TO PAD Lo OUT TRUSS PER 1/S6M. 3\X7 PL COLUMN TO BEAR DIRECTLY ON CMU W/ (2) MSTCM40 STRAPS BELOW TYP. 0 Zfl N 0 u GABLE NOTE 7r 8" GABLE OVERHANG WITH A 12" EYEBROW ACROSS GABLE REFER TO ELEVATIONS REFER TO L/SS FOR MORE INFO 10'-9" 14'-911 (2) 2X12 #2 SYP BEAM W/ 1/2 FLITCH PLT. W/ (2) USP HTW20 TO COLUMN AND USP HD4101F O G W/ (18) 16D & (10) 1OD NAILS TO TYP. WALL STUD PACK. 18 Al Al A D1 I � I II II 3 �i4'I m j 'I I ;I 18'-4-3/4" BRG. AT BALCONY i I II II II II II II I �I i '.I ci 5 L NTH F H R H11 m II II II II II II II� it II �' II I II II II II A2II II II 1 gg — i,— sl I� YR H2 � \ \ HEA R TO ATCHDTH G. II OF S D. BE OW AWACH II II q 24'-611 (:::4 SEE GABLE NOTE S5 N n ARSON L - .5tUfC6ER�PA�00l u' TRUSS PER 1 S6M w/ 3V"x3\ PL COLUMN W/ MSTCM40 @ BASES _ C C1G 1 I E VK9 H�1 Jll , II II II II II II II II (3) 1211, TOEN4 ILS T&E MIN. ?� t 2X4 SYP UDS' �I H1O� ! G It TYP. o S6 STUDS BELOW HEAD R W/ EACF END. II II II II II II II II II II II II II II II 1 II II ; Iw ..11 yu mll 11 rv-W fl W11 I I I ✓, fr'e�ri. A �, rim ; ' r 4,e.; II I; jIj i tt9 II II II II II II II I � 4 I � I " ' 1L, IIA3 :. m I I , t l II II ! II j II II 1126 -0"III ,II'''~f s;ll II II II 10'-11 7=. 4T °a II 22'-011 \'°� _ 4 S5 4 19'-4" u 1 0'-411 BGE II II II '� I I i ! �I I it 1 / TYP. II ;n II u III I {3 1 SIM SEE H1 G 9/D2 FOR TYP. CONNECTIONS SIMPSON LGT3-SDS2.5 BUILDER TO PAD OUT TRUSS PER 1/S6 W/ 3\"x3\ PL COLUMN PLACE OVER (3) 2x8 STUD PACK ON FIRST FLOOR 20'-411 MIS 00 N N L0 4 S5 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 @ 8" O.C. W/ (2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE O 4x4 #2 SYP. P.T. POST OR 3 Y"x3 Y2" 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 O3 1/2"x3 1/2" P.L. COLUMN W/ HTT16 @ BASE 5 AND (3) - HTS20 TO BEAM ABOVE (3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. © SEE 3/D2 FOR MORE INFORMATION. O (3) - 2x4 SYP #1 W/ 10d 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 ® & HTT16 W/ 5/8" ATR DRILLED & EPDXIED W/8" EMBEDMENT O3 1/2"x5 1/4 P.L. COLUMN W/ ECCQ46SDS2.5 TO BEAM ABOVE 9 & HTT16 W/ 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT O5 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) 10d 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 6 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE OH4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/2" LVL 2.0E Fb=2950 VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS UPLIFT CONNECTION CROSS-REFERENCE ID _o� MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. N � NO c� CAPACITY CAPACITY n U) CY) 0-, CA n O CONNECTOR FASTENERS CONNECTORFASTENERS N N SYP SPF SYP SPF J ap 04 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" HTA1.6 - 1615 1585_ 10 - 10d X_1 1/2" v1 C H2.5A 600 535 10 - 8d RT7A, 670 565 10 - 8d X 1 1/2 �) �_ x •� D H3 455 320 -- 8 -8d- -- - - -R_T3 _ 610_ _ 525 8 --8d X_1.1/2" �rI O +- Q) E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" ~ U) F HHETA20 2235 10 -_10d, x 1 1/2" a G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 13801160 9-10d X 1 1/2% 8-10d __3610 _ 3105 ------ 5/8" ANCH. /.(18) 10dx1- /2 HTT4 2715 _ 5/8" ANCH /(20) 10dxl-1/2 _ _J HTTS 4350 _ 3740 _ 5/8" ANCH. / (26) 10dx1- /2"HTT5 3225 5/8" ANCH. /(28) 10dx1-1/2 ' K HD3B*__ 31303050 5/8" DIA. BOLTS TDX2TZ2345_ — _- 2-5/8 DIA. _BOLTS __, . HD5B *._ _4505 _ 3785 5/8" ANCH. 3/4-"-STUD B LTEDX6 _ _ 5320— 2 -,7/8 DIA. BOLTS M HD76 * 6645 5650 7/8" ANCH. 3/4" STUD B LT$DX10 7845 — 4 - 7/8" DIA. BOLTS N L US26 1165/1070 ** 1005/915 ** 8 - 1 Od x 3" JUS26 1115/1060** — 8 - 10d P __ HUS26.... _. 1550/3335 **_ _. _1.3.35/2820,* 20 --16d x 3 1/2" HUS26 _-._ 1925/3295 — (20)16d x 3-1/2" O HUS28 2,000/4220 ** 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 1-1/2 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" 3140 3140 22 - 10d X 1 5/8" ATR W/ 5' EMBED W/ SIMPSON "SET" EPDXY U MGT/MUGT_ _1 (�_ _ _- V LGT2 2150 1850 (16)16d SINKERS & LUGT2 _ _ 1850 1810 (16)10d NAILS AND -" u (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" Y - - - — - ---- - _ .-- - -- -- - - - - - - _ SP1 585 535 _ _ 10 10d SPT22 685 8 - 10d SP2 1065 605 12 10d SPT24 1030 12 - 10d - _ _ HCP2 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 r. i ... THE PLATE OFF OF THE TRUSS. 3; - ALL EPDXY ANCHORS USP CIA-7000C °I NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 &LOWER.- z 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) OR 2 PLY :ARRIER 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) 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 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. (B 1 OR 2 PLY CARRIER) �A) / 2 x CONT LEDGER PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS REFER TO SHEET D3 FOR FLASHING DETAILS AT BALCONY AND S.G.D. 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 PLANS m 0 a of �oI LL rn ��;❑� o W o Q `0 ; � u. u. +.,r r� vmS z_o¢T�.LL �, t N Now LU O Ya.2 p.•r�,_. �= z,,��o,Q — NLLo�^F ¢ o U �W =Ox U ❑' 01 11 reo��IUI:ra�,��,+� r2 V Q Ln m a. 0) Lo LU CV ` r Z V � � > > O Q � � Z z'z O UIJ Q Q J � Q m � Lii J 00 title: W UPPER ROOF FRAMING cr z PLAN 0 0 project no. 2017447 Z W checked: AB/MC 0 m drawn: a date: 07-27-17 T_ o N scale: AS SHOWN UPPER ROOF FRAMING PLAN 'B' 1/4" = 1'-0" t (L S30.1B I I 2 The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.