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HomeMy WebLinkAboutTrussSEE DET 20'-0" MAX "X" BRACE SEE G.C- TO PROVIDE DETAIL TB01 BLOCKING TO COMPLY W/ APA RECOMENDATIONS FOR SPAN RATING OF 7/16" OSB. — — SEE "HIP/RIDGE — — BLOCKING" DETAIL 0 — — — — — 20'-0" MAX * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32"•) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TB04— — — — O � 000c O a Z txJ Uj DUO Novo 0 •v I IF-L] 1 — — —1 EQ BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs :1 RSH ENGINEERED ROOF PER ASCE 7-16 RO()F DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SI ICTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) O VALUE DENOTES SUCTION [4.12]-[12.12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r a a HIP -37.02 -01,06 -51.06 -51.06 ��f d 10 GABLE -37.00 -37.00 1 -58.99 -58.99 -58.99 1 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.0 ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C- ON EDGE AND 4" O C IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: lQ32" EXP. 1 ('20) ILLS: '32" EXP.1 ('Q20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" r 0.113") NAILS O r ® ® 3r 3r 2, WHERE THE SHEATHING THICKNESS IS GREATER THAN;;2', SHEATHING SHALL BE FASTENED* WITH ASTM F1667 RSRS-03 10d (2'/2" x C,131") NAILS OR ASTV F1667 RSRS-04 (3" x .120") NAILS —4 a=4ft 1 GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 42 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER WI BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 92 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN In". JA NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. O NAIL OPENING PERIMETER w/ (2) ROWS (L# 4" O.C. W/ 8d COMMON NAIL O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL (LD 4" O.C. w/ 8d COMMON NAIL. O PLYWOOD SPLICES did HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. © (2) 8d NAILS (L0 3" O.C. TO EACH TRUSS END OR rib VERTICAL MEMBER IF GABLE END. ------------- I II II I II II I II II I II II 15/32" OSB I I I I I EXPOSURE 1 j 11 D II SHEATHING I II II I I II I II �--- PROVIDE BLOCKING 1 II II AS REQUIRED PER I II 11 SECTIONX-XIFNOT FULL HEIGHT SHEET - ---- '-------- O FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1-8" (2)- 2x TOP PLATE BEYOND 15i32" OSB EXPOSURE 1 % � SHEATHING II I I I I II II II I I I I I I I I I F I SOLID 2x BLOCKING I I I I I I I I 3 w o Q ALL SHEATHING (II CUJ III III II II II I III II II I EDGES = III III II III I I I I I 1 (SEE SECTION X-X) v� III l C III II �I II 1 li ii D U o? III OPENING---J III II II 11 I III III --- --- --- --- Z III II I II II a III III C III x III I I II 11 I II II 0 4 a w N III III__ x-II---II---I II n E I III III II II I I I w ----------, III I I II III II II II I 2x STUDS BEYOND. t] w w III I I II III II II 11 SEE PLAN T -� III I I II III II II I V) III I I II III II II II I H III III III III III I I II i I I H I I I I II 1 I I I II I 11 1 II I III II II I I II I II II II I II I II II II I III II II II I II I N II II I =1 4n V) ? ALL SHEATHING I I A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/4" SINGLE NAIL EDGE SPACING .S., = NA SPACIN 1/2" DOUBLE NAIL EDGE SPACING �W Oy �yI-0UJ trOZ) y0 ac O~ �in LU N W m Q N IL ff LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN ALL PANEL BLOCKING LOCATIONS MIN 2X4412SPF LOCATIONS TURNED VERTICAL W17/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3- O.C. STAGGERED VERTI CAL BLOC K I N G SECTION X-X TB1.3 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING A06, ( 1 - C5, E7, H7 L / R - 946 # or less HETA16 / PER TRUSS MFG 1810# (9) 10d x 1-1/2" C1I' - C5P, E7P L/ R 367 # or less H2.5A/ PER TRUSS MFG 565# (10) 8d H7P L/ R 624 # or less (2) H2.5A/ PER TRUSS MFG 1130# (20) 8d 5/8" ATR w/12" EMBED A07 L/ R 3038 # or less MGT/ MECH 3965# (22) 10d w/SIMPSON "SET"EPDXY @ MGT A01 - A02, A05, A08, B02, D01, F02 L/ R 1033 # or less HETA16 / HETA16 1810#/ 1810# (9) 10d x 1-1/2" 9 10d x 1-1/2" A09 - A10 L / R 635 # or less HETA16 / MTS12 1810# / 990# (9) 10d x 1-1/2" 14 10d x 1-1/2" A03, A04, All - A13, B03 - B08 L / R 1351 # or less HETA16 / H10A 1810# / 1040# (9) 10d x 1-1/2" 18 10d x 1-1/2' A14 L/ R 2001 # or less (2) HETA16 / (2) HTS20 1920#/26204 (12) 16d 48 10d x 1-1/2" A14 SUPPORT COLUMN R -2001 # or less DTT2Z 2145# 1/2 WA' SDS SCREWS 8 1/4" x 1-1/2" 1301, F01 CONT BRIG 319 PLF or less 16d @ 4" O.C. GE01/S-4 Nil - PB3 CONT BRG 105 PLF or less PER TRUSS MFG 5/8" ATR w/12" EMBED D03 L/ R 2650 #or less (2) HETA16 / MGT 2365#/ 3965# (12) 16d w/SIMPSON "SET"EPDXY @ (22) 10d MGT (9) 10d x 1-1/2" D02 L / M /R 633 # or less HETA16 / HETA16 / HETA16 1810# / 1810# / 1810# (9) 10d x 1-1/2" (9) 10d x 1-1/2" P03 L / R 1909 # or less 2) HTS20 / 2) HTS20 2620# / 2620# (48) 10d x 1-1/2" (49) 10d x 1-1/2" PO4 L/R 960#or less H10A/H10A 1040#/1040# (18) 10d 1-1/2" (18) 10d 1-1/2" - TRUSS MANUFACTURER: PROBUILD/BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: _. 1/4/21 L = LEFT, R = RIGHT & M =MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS SEE SHT (P) FOR COVERED PATIO INFO FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 O O 1 O O 1 O O 1 O O 1 O O I O O I O O I O 1 O1 - O O 1 O O I O O 1 � III O 1 O-.11 � O O 1 1, � O O 1 ® O 1 O O I O 4 o O O 7_OQ_oo 7_00_00 1 N 1 N 1 N ex O 1 N E O 1 N X\ wind 1 N O I N Va O 1 N Ife-d C O 1 N iling O o O 1 N O 1 N O 1 N c5v 1 N m T O 1 N a 1 O N O 1 N O 1 N O I N O ( N 14-1 co m w m m m m m r/ o T 00 1 o T C — Vault d Ceil] g T 1-0 -00 (2) F 2-00-00 2-00-00 CL2)2-00-00 O d 0 r 2-00-00 C 2-00-00 2-00-00 2-00-00 TILI� 2-� -�� sold o 0 a 2-0 -00 2-OI -00 GE15 L2 S•3 GE01 r- TRUSS LAYOUT "B11 SCALE: 1/4" =1'-O" O TYP, U.N.O. SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR 6 FASTIENERS SPF` SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETA16 wl (0)10d x 1 1/g' OR HTA16W (10)1 Od x 1 1N" OR MASONRY HETA20 w/ (9)10d A 1 tit" 1810 HTA20 wl (10)1Od x 1 112" 1585 1870 OFRAMEFRAM O 112.yAwl(10)SdNAILS W!, y6y — HT/Aw/(10)8dNAILS y15 o&y © FRAME70 H10Aw1(18)10dx11r2" 1O1ri 1040 R716Awl(17110d x 11r2" 895 1020 FRAME H10A-2 w/(IS)10dx 11/2"AT2 PLY TRU66ES 930 M7S12 w/(14;10dx 1 IW(AT EXTERIOR 1080 IRTI6-2 w/(16)10dx1 112"AT2 PLY TRUSSES 935 1060 O PRAME TO MTW12w/(14)'0d x 11:2'(A-EXTERIOR FRAME 8SU LOCATION INCLUDE (3) 124 TOENAILS) gyp LOCATION INCLUDE (3) 12d TOENAILS) tU05 1195 OFRAME TO MGT W(22)10d NAILS AND MAC A,T.R. M 12" 3330 3965 MUCT15 w/(28i' Od NAILS AND 518" A,T.R. vd 3330 MASONRY EMBEDMENT w SIMPSON';1ET' EPDXY 12'EMBEDMEN7 w/ SIVPSON'SET'EPDXY 4495 O FRAME To H7S20w/(24)10dxll/2"(AICXTERIOR HTW20w/(24)10dx11./2"(ATCXT_RIOR FRAME I OCATION INCL UDF (3)120 70FNA I S 1125 1310 1 OCATION INCLUDF (3)17d TOFNAII S 12M 1630 Q FRAME TO (2) HTS20 w/(48)10d x 1 112" , AT EXTERIOR (2) HT W20 w/(48)10d x 1 12" (AT EXTERIOR FRAME LOCAI ION INCLUDE (6)12d 10ENA LS 2250 2620 LOCAI ION INCLUDE (6)12d TOENAILS (EA) 2570 3060 FRAME TO HGT 2 w/ (16)10d NAILS AND (2) 5/8' A.T.R. HUGT w/ (16)10d NAII.5 AND (7) 5/8" A.T.R. O MASONRY w/ 12" EMBEDMENT W/ SIMPSON "SET" 10090 w 12" EMBEDMENT W SIMPSON "SET" 7020 9790 EPDXY 0IGI-3 FOR 3-PLY; EPDXY (HUG73 FOR 3 PLY) OFRAME TO FGTR w/(18)1/4"x3"SOS WOOD SCREWS 3400 4715 RF US wl(12) WS3 WOOD SCREWS AND 7100 MASONRY AND (2) 112'.W TITEN HD ANCHOR BU LTS (4) 3/4" x 6' WEDGE -BOLT (1) LGT2 wl (16) -5d SINKERS J7 FRAMETO &17)1/4"x2-1/4ITEN2 1750 2030 MASONRY SEE NOTE #6 BETLOW) J7 MASO FRAMJTO (2) LCT2 wl (32) 1.8d SINKERS & (14) 1(28)2W14"TITEN (2 PLY 350D M 4060 M (2) LUCT2 W (32) 16d SINKERS & (10) OGE-BOLT(2PLA\iF(F) 3100 M 3100 M FRAOR (78)'Cxf SINKERS FOR FRAME (FA) 3240-F 3770-F R(32)"WE OR (37) 16d SINKERS FOR FRAME (FA) MOO.F 4520-F J3MASO FRAM (2)LGT3wl(24)1;4'x3'SD6 SCREWS12) & (8)3/8"xTTITEN (2 PLYTRJSS) 4730-M 6570-M LUGT3w/(24J1/4"x2112-WS25 SCREWS & 3/8" 5" WB PLY TRUSS) 6480-M 7050-M FRAOR(52)'6d SINKERS FOR FRAME(EA) 50U-F 6960-F (4) x (2 OR(56) 16d SINKERS FOR FRAME(EA) 5180-F 7710-F ®BEAMHJ410OPTHUO410w('8)16d&(10)10d 3#2d80 HD410OPTHD4101Fw'(20)1Bd&(10)10d GN31180 BE NAILS J#1895 NAILS U#1950 OBEAM TO HU410 OPT HUG410 w/ 08) TITEN G94500 HD410 OPT HD4101F w (20) 1/4" x 3" G#3355 MASONRY 1/4"x2 314" & (10) 10d NAILS ' U111800 WFDGF-801 T &(10)10d N'AII.S U#850 L2 BEAM 70 MASONRY / HU460PT HUC46 w/(6)'tM NAI-S & U#1510 (12)1/4' x 23/4" TITEN (TO MAS.) U9980 003000 ,J#1135 H046 OPT HU46 w/(6)1Ud NAILS & (12)114" x 2 3/4' TAPCONS (TO MAS.) G01625 U#1030 GN2015 U#850 FRAME OR (12) 16d & (6) 10d (FOR FRAME, SYP-F SYP-M OR (12) 16d & (6) 1 Od (FOR FRAME) SYP-F SYP-M M FRAME TO (2) HETA16 OPT (2) HLTA20 1-PI Yw/ 1 x 1 L T' OR 1920 1920 (2) HTAI6 OPT (2) HTA20 1-PI Y 1 Od 1 1'2" 1B70 MASONRY 2365 2365 w/ (10) x OR 2430 2 PLYLY wi (12)111,- (I 2-PLY w' (' 2) 16d HTSM10 w/(8)10d NAZI SAND (4) 1/4N2 1,X 955 1110 HTWM16w/ (8)1pd NAII SAND (4) L4"x1 V4" 1145 1225 OFRAME N TO TAPCONS OR WEDGE. BOLT OR MASONRY HTSM20 W/(10)10d NAILS AND (4) 1/4'U 1/4" 955 1110 HTWM20 w(10)10d NABS AND (4) 114"x1 3/4" -1APCONS WEDGE -BOLT 1145 1225 OFRAME P TO H1DS w/(9) 8d x 112' NAILS AND(2)."'x4" 780 910 MASONRY MAN I -ID 0 FRAME TO DTT2Z vd (8) 1/4" x1 1/2" SDS WUOD SCREWS AND (1)T2- O A.T.R.CPDXIED w/ 1935 2145 DTB-TZ wl (8) 1/4" x1 I/2" WS15 WOOD SCREWSAND(1) 12"8A.T.R. CPDXIEDw/ 1510 1835 MASONRY SIMPSON "SFT"(SFF NOTE #4) SMPSON "SET" (SFF NOTF IM ® FRAME TO HT r5 w/ (26)16d X2 M2" NAILS AND (1) 6/8" 9 ATR. EPDXIEDw/ 61MPSON "SET' 4375 5090 HTT45 w/ (26) 16d x2 '12" NAILS AND (1) 518"B A.T.R. EPDXIED w/ SIMPSON "SET' 5005 MASONRY (SEE NOTE.#4 BELOW) (SEE NOTE #4 BELOW) - ©FRAME TO HT74 w/ (18) 16d a m" NAILS AND (1) 5/8" 0 A T.R. EPDXIED w' SIMPSON 'SET, 3640 4235 H7745 w/ (19)16d x2 V2" NAILS AND (1) 518"0 AT, R. EPDXIED w/SIMPSON "SET' 4'60 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) - O FRAME TO I110Sw/(24)10dxi 1,2'NAI-S 785 910 LUG11 w/(23)8dx1112'NAI-9 875 1045 FRAME O FRAME TO HM4KT wl (4)'[W-x1 '/2" SDS WOOD 760 760 760 RT16M wi (9) 10d x 1 1/2" NAILS & 1395 1395 MASONRY SCREWS & (5) 1/4"x21%4' TAPCONS (4) 1/4 1 3/4"TAPCON9 OFRAME TO VGT wl (18)1/4"x3" SDS WOOF SCREWS& L11 W"B A.T.R. EPDXIED w/SIMPSON "SET" 3555 4940 _ MASONRY W 12- VIN, EMBEDM! NT OrRAME TO (2) VGT w/ (32)1/4NI" SOS WOOD SCRFWS & (2) 58 H A.T.R. EPDXIED w SIMPSON 517E 7186 MASONRY "SET'w112 MIN. EMBEDMENT XO FRAME TO VGT wf(18) 114'x3 SDS WOOD SCREWSB FDU4-SDS2.5 SDS WOOD 326y 0.y6y VUGT15 w/ (22) tOd NAILS 8 HTT45 wl (18) 4160 FRAME WS & ) 518- A SCRFWS 8 (1) 5l8"B A 1'.R. 10d NAILS 8 (1) 5l8" 8 A.T.R. OFRAMF TO (2) HTTS w/ (52) 16d'x21W NAILS & (2) HTT45 w/ (52) 16d'X21 2' NAILS FRAME (1) 5/8"8 A.T.R. (SEE NOI:E 44) 4375 5090 & (1) 518"6 A.T.R. (SCE NOTE 44) 5005 GCNCOAECAPIgnRN(TFR CLL . FLOORTRLSSES TO INTERIOR BORING WOOD WALLS I BEAMS wl (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTION'S ARE PRO% IDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE LA I IEH SIMPSON OR USP CONNk CTIONS, SEE FHAMING PLAN HOR CONNECI OR CALL GU I. 4, FOR SINGLE PLY TRUSSES, SCAB ON FULL HEII:HT SYP 0 2"M"TO TRJSS VERTICAL WEB wl (2) ROWS OF 10d NAILS @ 3"O.C. STAGGERED, 5. 12" MIN. A.T.R. EMBEDVENT La', CMU BOND BEAM U,N.O. 6. SCAB TRUSS CHORD w/4'-&2x SYP #2(MATCH I*IHORD LUMBER SIZE) w1(2)ROWS10d(Id4'FROMEND&4'O.C. STAGGERED; CENTERAT CONNECTOR LOCATIiIN AS MUCH AS POSSIBLE. AO MINIMAI CONNFCTOR UNO ON FRAYING PI AN 1. CONNECTION FOR ALL ROor I FLOOR TRUSSES TO MASONRY WALLS/ Li NTELSI ICE WALLS LINO ON PLAN 2. CONNFCTIONAT24"OR32"O.C.PFNDINGVFRTICAISFORAII FLOORTRGSSFSPARAJLFI TOMASONRY WALLS SEE DETAIL FB1213.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK)TO MASONRY WALLS IC F WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32" O.0 MAX. w/ (2) AT EACH COHNEH. G.C. 10 VERI-Y LOCH I ION JOSS NO I CONFLICT w1I J I (IF APPLICABLE) LAYOU T S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEP MSw (2) 12d TONAILS OMINIMALCONNECI ORUNOON FHAVING PLAN - 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR UNOON FRAVING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/L(TERIOR BEAR.NG W00'1 WALLS AND/OR BEAMS ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR S''ZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 19/32" CDX (4 PLY) PLYWOOD 2 THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS Al' 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIRFMENTS SEE 11905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL.. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FD3. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 1x2 MIN. P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12" O.C. REFER TO ROOF PLAN & I:LEV'S. FOR O.H DIST METAL DRIP EDGE —2 x SUB -FASCIA ALUM FASCIA O �\ --2x BLOCKING NAILED \ TO TOP CHORD OF EVERY OTHER TRUSS w/ \�(2) 10d NAILS AS SHOWN CONT 2 x 4 NAILED TO BLOCKING w/ (2) 12d -- CONTINUOUS SOFFIT OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 1 3/4"=1'-0" ('.'% 4 r-I 00 s ., •„r w y': j t in Ryy�W (0 C O g c u`7 n (il CD ti 00 Ln 00 I'_ d o ff € Q (N _j 1 j_j VNgA LL U. � U'�Z ULI o m i0 a 3 m oyir � m LLJ o_LLfz n=�\° ° 3r `e of O17 O a%om aL�G¢ O Y d3- a I�. 00 DO m J ,�a+c LL •7ply Q d a gV-77 a 6 cr Eno W a 5 0 q m�� v cn ❑ 1113 F- WWW.FDSENG.COM z 0 — o CD z o 10 z N a J 7 N c/1 UI r) 01 v LL w o � (o tf(7a OILL g �i..m `— J m U CA i/ ~ �DO U u) 0 0' —, c �� o M Q N O UA IW A nAwwc unRwrc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IVIPORT ST. LUCI E Job Information: 0 0 0 m � N J m W t 4 1A N °rI° m m • Q Q cn M U) vJ VI Model Name / Number: 1930 Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1364 Sheet: 6 Of: