Loading...
HomeMy WebLinkAboutTrussSEE DIET. TBO3 G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F 7/16" OSB SEE"HIP/R BLOCKING" 20'-0" MAX 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 I - EQ. d' o o Q Lij Lij m IJ ct O d' EQ. _. - - "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING o 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - (VIDE 0 COMPLY- :OMENDATIONS ATING OF DGE DETAIL - - - - O O Q a BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 42 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 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS FISH ENGINEERED ROOF PER ASIDE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS 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) HIP ROOF >��TO 45 DEG• WIND AREA (+) VALUE DENOTES PRESSURE y (SQ FEET) (-) VALUE DENOTES SUCTION [4.121-[12.1 i ] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r a HIP 37.02 51.06 -51, 08 -51.06 10 6° GABLE -37.00 -37.00 58.99 -58.99 -5&99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILEL ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON F-DGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r- ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON FDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3c ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON I-DGE AND 4" O.0 IN FIELD ROOF SHEATHING' SHINGLE- '�32" EXP. 1 ('20) TILE: 1232' EXP. 1 ('20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38' x 0.113") NAILS Aj* FE 0 0 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN '!52" , SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-031 Od (2Y2' x 0.131") NAILS OR ASTM F1667 (RSRS-04 (3" x .12T) NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTL OOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 42 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 IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN >A". O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL, © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4- D.C. w/ 8d COMMON NAIL. O NAIL INTERIORAT 6" O.C. wl8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. wl 8d COMMON NAIL. OPLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O,C. (2) ROWS @ TOP & BOTT, ® (2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. 15/32" OSS _ EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM O J FLOOR SYSTEM 110TE: Sd NAILS FOR WALL SHEATHING MUST BE MIN .131" X2 112". 1:0 NOT ONE-RDRIVE NAILS: FASTENERS SHALL NOT PENETRATE iURFACE MORE THAN 3s" (2)- 2x TOP PLATE BEYOND -15/32" 055 EXPOSURE 1 SHEATHING -- (( ---- ----- -f'f---T-----T---_��-...- I I II Id II I II I I If II I SOLID 2x BLOCKING w jl Tl II II II I @ ALL SHEATHING w W III III III II 11 II III II II 11 EDGES = Q III III II I tl I (SEE SECTION X-X) p F, III III � III II 11 II I III II 11 I I �� O z III � III II D II I III III OPEI-iING III II II II I L---JL--- L_ _ ---a a III III x 11 II 0< -x-- -- JIIIILIIII L- _aL_-- nIIIIII - , 11IIIIu 11III Eit IIIIIIII - _-C-- - r((IIII Ww II1Iu1IIIIIii1I1IIIIIIIll1Il1I IIIIII tIIIII 2x STUDS BEYOND. 9SEE III II II n;u�� PLAN =ii It IIII iI iIlIIiIIt1uIIiII 11LIIII II it IIN oN11 Z- ill III III IIIItIII l I I II 1 I I I II I 1 I I II 11I II II 11 I II I 11 II II i II ( II II 11 1 ---LFi �............, VERTICAL HORIZONTAL WALL ELEVATION! DIAGRAM 3/8" 3/4" jo 0 SINGLE NAIL EDGE SPACING SP=NAIL �3/8" SPACING vz° � s c 1/2" DOUBLI. NAILEDGE SPACING 2x4 F'.T. BASE PLATE BEYOND SEE P LANI AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF 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 VERTICAL BLOCKING SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -17SS ELEV A w/20' x 14' Lanai TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING C1- C5, E7 H7 L/ R 473 # or less HETA16 / PER TRUSS MFG 1810# (9) 10d x 1-1/2" C1P - C5P, E7P, H7P L/ R - 389 # or less H2.5A / PER TRUSS MFG 565# (10) 8d A01- A04, All - A14, D01 L/ R 809 # or less HETA16 / HETA16 1810# / 1810# (9) 10d x 1-1/2" (9) lOd x 1-1/2" AOS-A09,803 L/R 822#or less HETA16/H10A 1 4 1810# / 0 0# (9) 10d x 1-1/2" (18) 10d x 1-1/2" L03 L/ R 394 # or less H10A / H10A 1040#/ 1040# (18) 10d x 1-1/2" (18) 10d x 1-1/2" A10 L R 2170 #or less LGT2 /(2)HTS20 2030#/2620# (16) 16d SINKERS (48) 10d X 1 1/2" A15 L/ R 1988 # or less LGT2 / LGT2 2030# j 2030# (16)16d SINKERS (16) 16d SINKERS L04 L/ R 765 #or less (2)MTS12 / (2)MTS12 1980# j 1980# (28) lod x 1-1/2" (28) 10d x 1-1/2" (9) 10d x 1-1/2" B01 L/M/R-677#orless HETA16/H10A/HETA16 1810#J1040#/1810# (18) 10d x 1-1/2" (9) 10d x 1-1/2" (9) 10d x 1-1/2" B02 L / M / R 558 # or less HETA16 / HETA16 / HETA16 1810# /1810# / 1810# (9) 10d x 1-1/211 (9) 10d x 1-1/2" D02 CONT, 142 PLF or less NAILED 330'PLF " 1 16d @ 4 O,C• ( ) PER DETAI L G EO1 S-4 / A10 SUPPORT COLUMN R 2170 # or less HTT4 30004 (18)10d x 1-1/2° 5/8" ANCHOR BOLTwf7" EMBEDMENT TRUSS MANUFACTURER: BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 1/15/20 F L= LEFT, R = RIGHT & M = I BEARINGS. MIDDLE BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALLCONNECTORS ARE SIMPSON PRODUCTS SEE SHT (P) FOR COVERED PATIO INFO OR TRUSS BRACING AND ADDIT1014AL ROOF INFORMATION SEE SHEET c0-4 U W Q 4" C S CIN U r d '4" C S IN 7-0-0 7-0-0 J - 0 OD F.1 J7Z U O _1 00 U 0 J > CJ) LLJ 0 > V O , 00 - /91-0'CLG C� CIl '-0' BRG WA C? 101-0" CLG d O 8'-0" CLG o O J1 _. 10'-0" MG. WALL /8-8-01- GE15 5-3 @ ENTRY KNEEWALL ® 10'-0" AFFcc �i TRUSS LAYOUT "A11 & TR11 SCALE; 1/4"=:i )' _ ODD SPACE !-- Z v V N GE01 SA SIMPSON - CONNECTOR SCHEDULE ■. USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR& FASTENERS SPF SYP CONNECTOR & FAS-ENERS SPF SYP FRAME TO HETA1Owl (9)1 Od x 1 i.:°OR HTA16w/(10)10dx1112"OR MASONRY _- HETA20w/(9)i0dx i 1/2,- 1810 I1TA20w/(10;10dxl 1/2" 1585 18/0 /� V FRAME TO FRAM[ H2.5AW (10)8c Wvt $ 535 -+'2" 5O5 s RT7A w/ 10 $c NAl1.S ( 1 515 595 O FRAME TO H10A w'(18)10d x 1 0015 1040 RT16Aw/(17)lOd x 11/2" ass 1020 FRAME H10A-2w/(18)i0dx 11/2'AT Z•'e.Y TRUSSES 930 1080 R716-2 W(16)10d. 1'./2"AT 2 PLY TRUSSES 935 1060 O FRAMFTO M7S12w/(14)10dx1tl2'(A-I:.XTERIOR 860 990 MTV/12w/(14)'.Od x i 112'(A- EXTERIOR FRAME LOCATION INCLl1DE (3)12d '. ,7ENAILS) LOC;ATIONINCLUDE (3)12d TOENAILS) 1005 1 1195 OFRAME TO MGT w/(22)1 Od NAILS AND Sri" A.T.R. w/ 12" MUG1'-15 w/(28)1. Od NAILS AND 5/8" A.T.R. wl MASONRY FMBFOMENTw SIMPSON"AFT"FPDXY 3330 3965 -.2. FMBFDMFNT w/SIVPSON"SFT'Proxy M30 4495 OFRAMETO H7S20w/(24)10dx'.1/2"(A-E- TERIOR HTW20 w/(24)1 Odx1"J2"(AT EXTERIOR FRAME LOCATION INCLUDE (3)12a '.OENAILS 1125 1310 LOCATION INCLUDE: (3)12d TOENAILS 1265 4530 FRAME TO (2) HT8204148)l Odx 1 110 TAT EXTERIOR i2620 (2) HTW20 w/(48)10c x 1 W" (AT EXTERIOR FRAME LOCATION INCI_UDF (6)19C OFNAI. S 2250 LOCATION INCI UDF (6)1% TOFNAII S (FA) p57o 3060 FRAME TO HGT-2 w/ (16)10d NAILS AND 15B A.T.R. ILUG 12 W(16)10d NAILS AND (2) SB"A. I.H. © MASONRY w/ 12" EMBEDMENT w/SIMP301N 'SET. 10690 w' 12" EMBEDMENT wl SIMPSON "SET" 1020 9/90 EPDXY (HGT-3 FOR, M Y) EPDXY (HUGT3 FOR 3-PLY) (� FRAME TO FG IR.1(18)1/4"x3"SUS WCOU SCREWS RFIIS w/(12`� WS3 WOOD SCREWS AND MASONRY AND (2; 112" x5" TITEN HD ANCHOR BOLTS 3400 a725 (4) 3/4"x6' WEDGE -BOLT 7100 (1) LGT2 w/ (16) 16d SINK E t15 J t FRAME TO & (7) 1/4" x 2-1/4" TITEN 2 1750 2030 MASONRY SEE NOTE 96 BELOW) J2 FRAME TO (2) LGT2 wl(32) 16d SINKCgS &(14) P1 35D(}NI 1(2 4060-M (2; LUGT2 w/(32; 16d SINKERS & (10) 31004M 37 W-M MASONRY/ FRAME x21/SINNE (2 HAMS( 3240-F OR (28) 1f3d SINKERS FOR FRAME (EA) 3770-F FRAME(EI Y ) OH. (32) 16d SINKERS FOR FRAME (EA) K(32)"VdSINK RH FOR 3800T 4520-F J3 (RAMC TO MASONRY 2 LG73 wl 24 114" x T S ,: O ( J D. SCREWS & 3/9' 5" TITEN PLY 47304 6570-M j2) LUGT3 wl (24) 1A" x 21!2' WS25 6480-M 7050-M / FRAME IS) x (2 TRJSS) OR (52) ' 6d SINKERS FOR FRAME (EA) 50' O-F 6960-F SCREWS & (4) 3/8" x 5" WS (2 PLY TRUSS) OR. (56) 16d SINKERS FOR FRAME (EA) 6480-F 7710-F O BEAM TO HJ410 OPT HU0410 w' (18) 16d 8 (10; lod G#2680 HD410 OPT HD4I OIF w (20) 16d 8 (10) 1Od G#3080 BEAM _ NAILS ,1 k1895 NALS U#1950 OBEAM TO HU410 OPT HU C410 W (18) TITEN G#4500 HD410 OPT HD4101F wI (20)114" x 3" G#3355 MASONRY 1/4"x2 314" & (10) 10d NAILS U41800 WEDGE-BOL:I &(10) 10d NAILS UP850 L2 BEAM TO MASONRY I HU46 OPT HU046 w/(6)10d NAILS & G#1540 (12) 1/4' x 2 3/4-TITEN (TO MAS.) U#980 G93000 J+i1135 FID46 OPT HU40 w/(0)10d NAILS & (tl2) 714' x 2 3/4' TAPCONS (TO MAS.) G#1625 U#1 U30 G#2015 UM850 FRAME OR (12) I6d & (6) i Od (FOR FRAME) SYP-F OR (12) 16d & (6) 1 Od (FOR FRAME) SYP-F SYP-M (� FRAME TO (2) HEEA I0 OPT (2) H ETA20 1920 _SYP-M 1920 (2) HTA16 OPT (2) HTA20 1870 v MASONRY 1-PLYw/ (101 10d x i t2" OR 2365 23G5 1-PLY w/ (10) 1 Od x 1 12' OH 2430 - 2-PLY w/ (12) 2-PLY w' (12)16d 111SM16 %v/ (8)10d NAILS AND,4) 1/4"x2114' 955 1110 111 WIN16 w/(8)+ Od NAILS ANU(4) 1;47xi 3/4" 1145 1225 FRAME TO TAPCONS WEDGE -BOLT MASONRY HTSM20 w/(16)10d NAIRLS ANP(4) 1/4"x2 '/4" 955 1110 OR HTWM20 w'(I OIL Od NAILS AND (4) 114"xl 3/4" TAPCONS WFDGF-ROI_T 1145 1225 0FRAME TO I-110S w/ (8) 8d x 112- NAILS ANU (2) 3/8'x4" MASONRY I TITAN HD 780 911) FRAME TO wl (8) 1/4 x 11/2" &DS WOOD D1'B TZ w/ (9) 1/4" xl 112" WS 15 WOOD MASONRY SCREWS SCREWS AND (1)1'2"H A.T.R. EPDXIEDw/ 1835 2145 SCREWS AND (1) 1/T'H AT.R. EPDXIED W 1510 1835 SIMPSON"SET"(SEE NOIE44) S'MPSON"SEI-(SEENOIE44) FRAME To HTTS w/(26)16d x21/2"NAIL: ^�NO(1)5/8"6 HT'i45w/(26)16dx2'12"NAILS AND (1) oR MASONRY AT.R. EPDXIED w' SIMP9,'N 4375 5090 5/8R6 A.T.R. EPDXIED w/ SIMPSON "SET" - .5005 (SEE NO] E #4 BELC) W) (SEE NOI E 44 BELOVl) FRAME TO HTT4 w/ (18) 16d x2 IM" NAILS ENO (1) 5/8" 0 HT'F45 w/ (18)16d x2 -12" NAILS AND (1) MASONRY AT.R. EPDXIED w,'SIMPSON "SET' 3640 4235 5/8"6 A.T.R. EPDXIED w/ SIMPSON "SET' - 4.60 (SEE N07E 44 BELOW) (SEE NOTE 44 BELOW) FRAME TO H70S"w/(24}10d x11;?'NAILS 785 _ 910 IUGT1 wl (93)8dx11/7NAb.S 675 1045 FRAME FRAME TO HM9KT wl (4) 1l4"xI '/2" SITS WOpD RT16M w/ (9)10d x 1 1/2" NNLS & 0 MASONRY SCREWS & (5) 1/4"x21:4" iAPCONS 760 756 (4) 1/4" x 1 314"TAPCONS law 1395 FRAME TO VGT W/ l5)1/4'x3 BOB WOO D SCREWS & MASONRY (1)5I8"3 AT R. EPDXIED wI S INI PSON"SET" 3555 4940 w/ 12" VIN. EMBEDMENT FRAME TO (2) VG I w/ (32)1/4'kO" SUS WOOL) SCHEWS MASONRY & (2) 5i8'0 A.T.R. EPDXIED w SIMPSON 5170 7185 "SET- W 12" MIN. EMS1: DMEN7 vcrw/ 16i/a• x3 SDS WO(. [ SCREWS - - X Q FRAME TO FDU4-SOS2.5 w/ 10 /C x21,'J- SDS WOOD O 2 5 3 a 4r r ,6 VUC'T16 / 2'2 10d NAILS & HT745 w/ 18 w ( ( ) a 66 1 FRAME scREws & (1) 5/6 6 .1 I.R. -, tOdNAILS&(1)518"3A.T.R. FRAME: 10 (2) HTT5 w/ (52) 16d'x2 1 � NAILS & (2) HT745 w/ (52) 16d"x2 112' NAILS O FRAME (1)5/$1-0 A.T.R. (SEE Nr,TE #4) 4375 3(ri10 & III 5/8"A A.T. R. (SEE NOTE N4) - 5005 1. CONNECT ALL FLOOR TRLSSES TO INTERIOR BEARING WOOD WALLS BEAMS w(2) 12d TOENAILS. 2, ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O OWN PLAN. 3. G.C. MAY USE FITHFR SIMPSON OR USP CONNF CTIONS, SFF FRAMING P1 AN FOR CONINFCTOR CAI.1- OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEI13HT SYP 412"x4"TO TI4. SS VERTICAL WEB w/(Z)ROWS OF 10d NAiLS'g3"O,C. STAGGERED 5. 12" MIN. A.T.R. EMBEDMENT C CMU BOND BEAM U.N.O. 6- SCAB TRUSS CHORD w/4'4'2x SYP #2(MATCH CHORD LUMBER SIZE) w(2) ROWS 10d@ 44'FROM END 4' O.C. STAGGERED; CENTER AT CONNECTOR LOCA71 ON AS MUCH AS POSSIBLE. OMINIMAL CONNECTORUNOONFHAVING PLAN 1. CONNECTION FOR ALL ROOF I FLOOR TRUSSES TO MASONRY WALLS'/ LINTELS/ ICF WALLS LIND ON PLAN 2. CONNEC IIONA124"OR 32"O.C. PENDING VEHI ICALS FOR ALL FLOOR I HUSSES PARALLEL 10 MASONRY WALLS SEE DETAIL FB12/S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSI CF WALL.S4.INTELS 4. CONNECTION FOR ALL CONTINUOUS RIM DOA[(I) TO TOP Of MASONRY AT 32" O.0 MAX. w/ (2) AT EACH CORNER. G.C. TO VF.R FY LOCATION DOES NO CONFLICT wrrJI (IF APP_I CABLE) LAYOUT 5- CONNECT ALL FLOOR TRUSSES TO INTERIOR tSIARING WOOD WALL,BEAMSw(2) 12d TONAILS © MINIMAL CONNFCTOR UNOON FRAMING PI AN - 1 CONNEC-HON FOH JACK TRUSS 10 WOOD WAt_ OR BEAM - OMINIMAL CONNECTOR LINOON FRAMING PLAN - 1. CONNECTION FOR ALLTRUSSESTO INTERIOR/EXTERIOR BEARING WOOD WALLS ANCdOR BEAMS ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFIN(I 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 SIZE 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 AT 4" ON 'CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R1905.1.1 - - - 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 TRUS,5 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.Q.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRL SS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 TYP.U.N.O. -� C.M.U. OR ICF WALL SEE TYP. WALL SECTION 1x2 MIN. P.T. FASTEN TO C.M.U. w/ 1 1/2" LONG T-NAILS @ 2'-0" O.C. SECUREJ-CHANNEL @ 12" O.C. O REFER TO ROOF PLAIN & ELEV'S. FOR O.H. DIST -METAL fPgGtop ' 1-2XS -,*-ALUM FASCIA 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 G.C. SHALL VERIFY SOFFIT A(ATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONEN I S AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL r- c 1p L0 Do 00 (N .-I z,a O C 01 J J J U_ LL_ U_ W N 5 NCO C,.Q 'a ''S N o o , ds�Rl n g '�' a :%� V W o- 3e o C C 4. W 0 LO cIt- m 2 H $ � "P 9 WWW.FDSFNG.COM LID z CO z o 0 N Z � N CV Q J � a U) n C9 M XL2 IJJ O W ysaa m t Oi U -N E H � 00 U 3 I -SOO a) Hm c 0Mi: r.., ar,eL ai J Q i t&A\ DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ® Job Information: N ® O > �� z (D U J CV Id ) 14 (11 +' N r 1 O M DO.. � Q J (n ®e1W� � 0 CL Jm007 Model Name / Number: ♦ Plan Issue Date: Thursday, February 18, 2021 KA PROJECT NUMBER: 21-1366 Sheet: Of: 6