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ROOF TRUSS DRAWINGSCus[omer C Job # ?rojec[ Model Lo[: Blk.: Designer  SCANNED FLOR]IDA QUALITY TRUSS TEL' (954} 975-.5554 }-AX: (954) 97a-a9ao 5120 N.W. 16Tn T[RRACE POBPANO BBACS, IL..55064 05~TIXEb~TAL 98538 FOSTER ~ILLS 1804 FLORIDA ~UALITY TR USS INC. ' C , Pro Ie .~: ~ i Tress ID. 5 23 i 25 28 /-. <: 31 32 33 53 ' /, - ;: 6O 6i 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78' 79 80 81 82 '83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 102. 103 104 105 106 .. 107 108 109 113 ' 116 ' ' 120 122, 123 124. 125 i26 127 128 129 130 1.32 i33 134 135 136 137 138 %. TRuSS),~:C~i'sT HANGERS, TUH- .' .~.,.~.:_. . j jj . j Engineer:ed and Tested . .' Load 'share Fa~tening System 'JOIST/TRUSS HANGERS,' ADJUSTABLE · Extra long strops allow maximum. 'number of nails for maximum stren, gth - · · · Can be field formed for top flange hanger convenience ' :" .... . · - · A few sizes satisfies all your hanger requirements · No bolts required - ...... · A'full 2-1/2" seat bearing depth . - Galvanized steel ' : .- .- SBCCI PST & ESI NO. 94139 o. Dade County Approval No. 95-1023.02 .I product Gauge' Qtyl *Wgt/ Dimensions . J , Fasteners :'.-- Design Loads {lbs) Cod?. ~. Box Box W H A j Header Joist Normal J Uplift JHA413 18 ga 50 40 3-5/8' :12-1t4'~ 4-3/4' J 18-16d. 6-10d 2440- J 820 JHA418 j 16ga 30 41 t3-5/8' 16-1/4' 4-3/4"1 24-16d .6-10d 3250 820 GIRDER HANGERs (HEAVY) , · Material: 7 g~uge (3/~16-) H:' R. Steel ~ - ~ -'-. 3/4- diameter bolts required with 3" ' . -.. ,-...,-..' .-- . ;::i.~:.;~!~(i..,'-.:.' · __ i of Wood Penetration and minimum 13t16' vertical width 5--1~2"' ' - ' - Used Where heavy design leads and ' I ]i~! ~':":"~ . i. l ~,~'::- - II II I . ,,pl=.re,equirea ~ .... . ' l~'~:;::·'".-'~~ · III1~'~~ s.cci .sT & ss~ No. 94~. PrI~I:T--: ~ [~ -:- III ~//~ -.. ..:.-..· ..'.. ..' ..,. .~:~.- '~. ?: . -' -" . :'-......~'~.~ - ' .'- :~.~:~::.: ._...~%~-. ~ ~.~o.~ - ' . ' ' - ' HSU40 :' "~ W' 'HSU80 ..~ - -' - ~edMe~r ' .... '-. _ . . ..:- ~-: ?'-' . ..- Fasteners .. Design Loads (lbs) Product 'DeScription W H Bolts Nails .. Code .... . .. ' Girder Block :arried Member Normal Max Uplift HSU 40 Girder Hgr(Heavy) 13-1/4'123' (5)-3/4' (2}-3/4' 4-10d 6250 6250 9110 HSU 80 Girder Hgr(Heav,/) !4-7/8' 123-1/2' (6)-3/4' (2)-3/4'1 4-10d 9280 10670 10000 HSU 8016 G'~Hea_vy) 4-7/8' 16' (6)-3/4'. (2):3/4" 4-10d .~ 10000. -! DIVISION Span : ,~0-6 QU6NTITY : I' 1- ~nginuous bracing to be.~6, connected to truss 2-For spans ovcr~20'~", ,add ext~ c~nt~uous brac~g arrayed t~ v. ti~l web m~b~s to sa~fy ma~ l~,~ o,c..spacing. ~ntinuous braci~ may b9 replaced by-~ontinuous "~' bracing 3- "X" ~ to be provided at' c~n~n~ous' brac~g' ends ~d in between (not to exceed 18f~'' o,cz) ~d sh~l be iX3 ~nim~ with 2-8~ nails : at ~ch end. " 4- "X" bridging at ends of ~6 continuous bracing may be omitted if 2X6 is atta~ed to wall. or restrain~ by other means,- . Height "X" ~ bridgi.ng '10Y~i' .o.c..max. ' ': ?- : .j:- '-'7 ' ~X6 / ~o. nt. ~ ~------- bractn 18' o.c. l '3~ 29 28 2? 28' 25 2 3 4 5 23 22 21 2~ 19 ' la 17 1 18 17 16 .- 15 14 i3 12 L · O TOP CHORD:4*2 TOP 40 ~ SUGGESTED FLOR TRUSS BOT CHORD:4*2 BOTT ~ 5 BRIDGING AND BRACING STR.iNC.; I SP~Cit~ ; 24 in. o.c. ' Pk~i[S ~I Bi I~SlfiLL~ OH OOl~ 8~[I~:lh!S ~ IS FOR TR~S ~BPjCfiIIO~ OHLY.[O~ ~[~I ["Z Lc 7'0" CORNER SET 3ox ~ , COHHON JACKS' PART~AL ROOF LAYOUT AT T~ E~ ~ TOP i--~3 ~ ~ND BOTTOH ~ . . P [ 16.g7 . I 2X3 3X4 , . 5-5-6 4-5-5 CORNER JACK COHHON JACK "~ (TY~)~,~ ~.,,.-.. ~.%, .. .~ : ,.. · . : ,%~: 3120 N.W. 16th Terrace, Pompano Beach, FL33064' Quality Truss. Inc. · (305)'9-75-3384 ,,, Fax9?8:.8980 '-SCANNED D£C 2 7 200~ BUILDING DIVISION STANDARD P [GGY-BACK CONNECTZON DETAIL ,~t~'4.~ 6T ~ C~Kj~c oO PLYWOOD P-4JSSETS OR NAIL-O~-PLATES (SEE NOTES BELOW) C,O~T 1NUOL~ LATERAL ~ TRUSS SU~TING ., NOTES, (]). ReFer to seper~le P~gDyb~ak end bese truss engjneerJnD loc- ~s~ C~f~Dur~tlo~ ple~l~ ]~ gnodes, ~c~ng, ~)- Use 2xfl c~l~ ~c~ ~I ~-8' o~ c~cled lo ;op ~o~ oF ~POrHnD 1~ lied 1o fixed ~lnt ot e~ch en~ -- 1/~ ex~. ~ plg~od ~ssets on e~ch' f~e, e~ q'-B' o.c~ n~fled w/8XSd mils, ===<<<<ACES-32 Ver. 1.1>>>> [ 017271 ] <<<<FL.QUALITY-R.C.>>>> ...... Customer : Thu Feb 18 10:16:39 '1999 Project #: 1804 Truss ID : HJ7 Family #, : 201 Span : 9-10-12 Quantity : 6 Top Pztcn : 3.535/12 --B'1d(7/9/1998), vl. 1 1-2=-905 2-3= 0 3-4=-397 FORCES - LOAD CASE #1 REACTIONS - SIZE 4-1: 865 2-4:-905 1:-680 4=-783 PROVIDE FOR 716 LBS UPLIFT AT JOINT 1 (1.05) PROVIDE FOR 760 LBS UPLIFT AT JOINT 4 (0.97) PROVIDE FOR 254 LBS HORIZ. REACTION AT JOINT 1 4-11-6 4-11-6 ..-3 4 3X4 9-~e-t2 I I L. HL TO PK:10-3-13 LEFT HEIGHT: 0-3-14 SPAN: 9-1 0-12 RISE: 3-2-14 RIGHT HEIGHT: 3-2-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.736 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 4-1=0.777 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c, REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM PANEL(PLF) / JOINTS(LBS) 1- 2:57 2- 3= 165 4- 1:25 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL, BLDG.,WALL HGT. 18 FT,BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ===<<<<ACES-32 Ver. Customer : Project #: 1804 Span : t-0 ==Bld(7/9/1998),vl.l: 1.1 >>>> -[ 017266 Truss ID Quantity ] ...... <<<<FL. QUALITY-R. C. >>>> ....... --= Thu Feb 18 10:15:28 1999 : C1 Family # : 204 : 14 Top Pmtch : 5/12 1-2= 0 2-3:0 FORCES - GRAVITY LOADS 3-1:0 PROVIDE FOR 162 LBS UPLIFT AT JOINT I (1.09) PROVIDE FOR 35 LBS UPLIFT AT JOINT 2 (1.10) PROVIDE FOR 33 LBS HORIZ. REACTION AT JOINT 1 1--0 REACTIONS - SIZE 50 3=-7 3. I SCANNED BUILDING ON L. HL TO PK:q-1 LEFT HEIGHT:0-4-1 SPAN:l-0 RISE:0-9-1 RIGHT HEIGHT:0-9-q LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.009 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 3-1=0.002 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL. < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSESUSED 1 MEMBERS NO. OF = TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FT,BLDG. CAT. I,EXP. CAT. C, t0(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEEr. FEB 18 1999 ===<<<<ACES-32 Ver. Customer : Project #: 1804 Span : 3-0 = =Bid(7/9/1998), vl. 1 = = 1.1>>>> ..... [ 017265 Truss ID Quantity ] ...... <<<<FL.QUALITY-R.C.>>>>=- Thu Feb 18 10:15:14 i999 : C3 Family # : 204 : 13 Top Pztch : 5/12 1-2:0 2-3:0 FORCES - GRAVITY LOADS 3-1:0 PROVIDE FOR 215 LBS UPLIFT AT JOINT 1 (0.83) PROVIDE FOR 123 LBS UPLIFT AT JOINT 2 (1.O1) PROVIDE FOR 106 LBS HORIZ. REACTION AT JOINT 1 REACTIONS - SIZE 1 :-259 3.50 L. HL TO PK:3-3 LEFT HEIGHT:0-4-1 SPAN:3-0 RISE:l-7-1 RIGHT HEIGHT:l-7-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.152 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 3-1=0.034 BOT CHORD:2X4 No.2ND 19 SP i BOTT 0 10 LL.DEFL. < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FI, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ===<<<<ACES-32 Ver. Customer : Project #: 1804 Span : 7-0 =Bld (7/9/1998), vl. 1 1 .1>>>> ..... [ 017263 ] ...... <<<<FL.QUALITY-R.C.>>>>= Thu Feb 18 10:14:47 Truss ID : J7 Family # : 204 Quantity : 3~ Top Pitch : 5/12 1999 FORCES - GRAVITY LOADS REACTIONS - SIZE ......... 1-2= 0 3-1= 0 1:-479 3.50 ,/ 2=-302 1.50 PROVIDE FOR 320 LBS UPLIFT AT JOINT 1 (0.67) PROVIDE FOR 300 LBS UPLIFT AT JOINT 2 (1.00) PROVIDE FOR 252 LBS HORIZ. REACTION AT JOINT 1 I:L-la I ?-~ ?-Ia I L. HL TO PK:7-7 LEFT HEIGHT:0-4-1 SPAN:7-0 RI SE:3-3-1 RIGHT HEIGHT:3-3-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.964 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 3-1=0.211 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL. < L/360 WEBS :2X4 No.3 19 SP SIR.INC.: LUMB 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FI, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. FEB 1999i ===<<<<ACES-32 Ver. 1 .l>>>> [ 017251 ] Customer : Project #: 1804 Truss ID : H1 Span : 35-0 Quantity : 4 ----= Bt d (7/9/1998), vl. 1 = - <<<<FL.QUALITY-R C.>>>>= Thu Feb [8 10:12:14 TFamily # : 314 op Pztch : 5/12 1999 FORCES - LOAD CASE #1 1-2=-9649 7-8=-12816 ll-12= 8817 17-18= 8708 2-18=-119 5-15= 656 2-3=-9445 8-9=-11323 12-13= 8708 18-1= 8817 3-18= 983 6-15=-699 3-4=-11323 9-10=-9445 13-14= 11323 3-17= 3388 7-15= 656 4-5=-12816 10-11=-9649 14-15= 12816 4-17=-1995 7-14=-1126 5-6:-13314 15-16:12816 4-16= 1968 8-14= 1968 6-7:-13314 16-17: 11323 5-16=-1126 8-13:-1995 9-13= 3388 9-12= 983 10-12=-119 REACTIONS - SIZE 1:-4250 3.50 11=-4250 3.50 PROVIDE FOR 2376 LBS UPLIFT AT JOINT 1 (0.56) PROVIDE FOR 2376 LBS UPLIFT AT JOINT 11 (0.56) PROVIDE FOR 21 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X:LEFT, Y=TOP):[j3=4,3],[j6:3,3],[jg:4,3],[j14:3,2.5],[j16=3,2.5], 1-~O ~-6 17-O 3-6 3-6 3-7-33-5-73-5-73-5-? 3-5-73-7-33-6 3-6 5X8 4X5 4:X5 5:{6 4~:5 4X5 5X8 324 3X4 3 4 5 6 7 8 9 3~8 3:~8 4X5 4X5 6X6 4X8 6X6 4X5 4X5 14-0-9 24-4-13 I 7-O /10-7-31 /17-6/20-11-71 128-0 35-0 I 7-O 3-7-33-5-73-5-73-5-73-5-73-?-31 ?-0 L. HL TO PK:7-7 R. HL TO PK :7-7 LEFT HEIGHT:0-4-1 SPAN:35-0 RISE:3-3-1 RIGHT HEIGHT:0-4-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 5-6=0.790 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 14-15=0.884 BOT CHORD:2X4 No. ID 19 SP BOTT 0 10 LL.DEFL.@15=0.63 < L/360 WEBS :2X4 No.3 19 SP REPETITIVE STRESSES NOT USED NOTE: PROVIDE FOR 0.29 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING SPACING : 24.0 in. o. c. NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 3= 90 3- 9: 203 CONCENTRATED 12= 787 18= 787 9-11: 90 11-12= 20 12-18: 45 18- 1= 20 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 12 in. o.c(BOTT. CHS.) For Nebs use 1 ROW of NAILS 12 in. o.c. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FT,BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.O0 MI FROH OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALNAYS REQD)CONSULT BLDG ARCHITECT OR ENGZNEER~ ===<<<<ACES-32 Ver. Customer : Project #: 1804 Span : 35-0 ==Bid(7/9/1998), vl. 1 1.1>>>> ..... [ 017252 ] Truss ID : H2 Quantity : 2 {<<<FL. QUALITY-R. C. >>>> ........... Thu Feb 18 10:12:20 1999 Family # ' 314 Top P!tch : 5/12 1-2=-4047 7-8:-3597 9-10= 3707 2-3=-3597 8-9=-4047 10-11: 3318 3-4=-4112 11-12= 4112 4-5=-4365 12-13= 4112 5-6:-4365 13-14= 3318 6-7=-4112 14-1= 3707 FORCES - GRAVITY LOADS 2-14=-423 6-12= 342 3-14= 297 6-11=-612 3-13: 1057 7-11: 1057 4-13=-612 7-10: 297 4-12: 342 8-10=-423 5-12=-376 REACTIONS - SIZE 1=-2019 3.50 9:-2019 3.50 PROVIDE FOR 1044 LBS UPLIFT AT JOINT 1 (0.52) PROVIDE FOR 1044 LBS UPLIFT AT JOINT 9 (0.52) PROVIDE FOR 27 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT, Y=TOP):[jS=3,3],[jll=3,2],[jl3:3,2], "F 4-6 I 1"3-3- 4 26- I 30-e I 3 -o I17 4-6 4-6 4-3-144-2-2 4-2-2 4-3-14 4-6 4-6 17-6 9-0 13-3-14 .21-:8-2 26-0 . 35-0 9-0 I 4-3-144-2-2I 4_2_2I 4-3-14 9-0 I L. HL TO PK:9-9 R. HL TO PK :9-9 LEFT HEIGHT: 0-4-1 SPAN: 35-0 RISE:4-1-1 RIGHT HEIGHT: 0-4-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.666 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 9-10=0.974 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL.@12=0.37 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 Oo Co TRUSS CHECKED FOR IlO MPH WIND, ENCL.BLDG.,WALL HGT. 18 FT, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN ZS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEEr. --=<<<<ACES- 32 Ver. Customer : Project #: 1804 Span : 35-0 = =Bid(7/9/1998), vt. 1 1 . 1 >>>> ..... ..... [ 017253 ] Truss ID : H3 Quantity : 2 c<<<FL. QUALITY-R. C. >>>> ......... Thu Feb 18 10:12:27 1999 Family # : 314 Top Pitch : 5/12 I-2:-4047 7-8:-3597 9-10= 3707 2-3:-3597 8-9=-4047 10-11:3318 3-4=-4112 11-12:4112 4-5=-4365 12-13= 4112 5-6:-4365 13-14= 3318 6-7=-4112 14-1: 3707 FORCES - GRAVITY LOADS 2-14=-423 6-12= 342 3-14= 297 6-11=-612 3-13= 1057 7-11:t057 4-13=-6t2 7-10:297 4-12= 342 8-10=-423 5-12=-376 REACTIONS - SIZE 1 =-2019 3.5O 9=-2019 3.50 PROVIDE FOR 1050 LBS UPLIFT AT JOINT 1 (0.52) PROVIDE FOR 1050 LBS UPLIFT AT JOINT 9 (0.52) PROVIDE FOR 27 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X:LEFT,Y=TOP):[jS=3,3],[jll=3,2],[jl3=3,2], 13-3-14 21-8-2 26-0 30-6 35;-0 11]-0 4-6 I 9-0 I , I I I 4-6 4-6 4-3-14 4-2-2 4-2-2 4-3-14 4-6 4-6 4:":8 3X4 5:":6 3:":4 4:":8 1.4 3 4 5 ' 2 14 13 3X4 5X6 3X8 5~6 3X4 17-6 13-3-14 21-8-2 26-0 . 35-0 I 9-o I ~ II 4-3-1~ 9-0 I 9-0 4-3-1= 4-2-2 4-2-2 L. HL TO PK:9-9 R. HL TO PK :9-9 LEFT HEIGHT:0-4-1 SPAN:35-0 RISE:4-1-1 RIGHT HEIGHT:0-4-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.670 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 9-10=0.974 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL.@12=0.37 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB= 1 .33 PLATE = 1.33 S~ACING : 24.0 in. o. c. REPETITIVE STRESSESUSED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH NIND, ENCL. BLDG.,WALL HGT. 18 FT, BLDG. CAT. I,EXP. CAT. C, 10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. FEB 18 1999 -==<<<<ACES-32 Ver. 1 .1>>>> ..... [ 017254 Customer : Project #: 1804 Truss ID Span : 35-0 Quantity ==Bid(7/9/1998), vl. 1 H4 2 =<<<<FL. QUALITY-R. C. >>>> Thu Feb 18 10:12:33 1999 Family # : 314 Top Pitch : 5/12 FORCES - GRAVITY LOADS 1-2:-4047 7-8=-3597 9-1 O: 3707 2-14:-423 2-3=-3597 8-9=-4047 10-11: 3318 3-14= 297 3-4=-4112 11-12= 4112 3-13: 1057 4-5=-4365 12-13= 4112 4-13=-612 5-6=-4365 13-14= 3318 4-12= 342 6-7=-4112 14-1= 3707 5-12=-376 PROVIDE FOR 1050 LBS UPLIFT AT JOINT 1 (0.52) PROVIDE FOR 1050 LBS UPLIFT AT JOINT 9 (0.52) PROVIDE FOR 27 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X:LEFT,Y=TOP):[j5=3,3],[jll=3,2],[jl3=3,2], REACTIONS - SIZE 6-12= 342 1=-2019 3.50 6-11=-612 9=-2019 3.50 7-11= 1057 7-10= 297 8-10=-423 13-3-14 21-8-2 26-0 3~a-6 35-0 iIT~a 4-6 4-6 4-3-14 4-2-2 4-2-2 4-3-14 4-6 4-6 4X8 3X4 5X6 3X4 4X8 1X4 3~3 ' 5 ~? 14 13 12 11 18 17-6 [ 9-0 [13-3-14 21-8-2 26-9 . 9-~ 4-3-1~ 4-2-2 [ 4-2-214-3-1~ L. HL TO PK:9-9 R. HL TO PK :9-9 LEFT HEIGHT:0-4-1 SPAN:35-0 RISE:4-1-1 RIGHT HEIGHT:0-4-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.670 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 9-10=0.974 BDT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL.@12=0.37 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB 1 .33 PLATE = 1 .33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FT, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL,I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ===<<<<ACES-32 Ver. Customer : Project #: 1804 Span : 35-0 = :Bid(7/9/1998),vl. 1 1 . 1 >>>> ..... [ 017255 ] Truss ID : H5 Quantity : 2 <<<<FL.QUALITY-R. C. >>>> ....... Thu Feb 18 10:12:42 1999 Family # : 3t4 Top Pztch : 5/12 1-2:-4047 7-8=-3597 9-10= 3707 2-3:-3597 8-9=-4047 10-11: 3318 3-4=-4112 11-12= 4112 4-5=-4365 12-13= 4112 5-6=-4365 13-14= 3318 6-7=-41t2 14-1:3707 FORCES - GRAVITY LOADS 2-14=-423 6-12= 342 3-14= 297 6-11=-612 3-13= 1057 7-11= 1057 4-13:-612 7-10= 297 4-12= 342 8-10=-423 5-12:-376 REACTIONS - SIZE 1=-2019 3.50 9=-2019 3.50 PROVIDE FOR 1050 LBS UPLIFT AT JOINT 1 (0.52) PROVIDE FOR 1050 LBS UPLIFT AT JOINT 9 (0.52) PROVIDE FOR 27 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X:LEFT,Y=TOP):EjS=3,3],[jll=3,2],[jl3=3,2], l~-~-z4 2~-s-2 26-9 ~e-6 ~s-e lite 4-6 4-6 4-6 4-3-14 4-2-2 4-2-2 4-3-14 4-6 4-6 ~7-6 13-3-14j 21-8-2 26-e . 35-e I I 9-o I II 4-3-1~ 9-~ 9-~ 4-3-1=4-2-2 4-2-2 L. HL TO PK:9-9 R. HL TO PK :9-9 LEFT HEIGHT:0-4-1 SPAN:35-0 RISE:4-1-1 RIGHT HEIGHT:0-4-1 LOADING (PSF) MAX STRESSES L D TOP 1-2=0.670 TOP 30 15 BOTT 9-10=0.974 BOTT 0 10 LL.DEFL.@12=0.37 < L/360 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 18 FT, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.O0 MI FROM OCEANLZNE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHONN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. FEB 18 1999 --=<<<<ACES-32 Ver. 1 .l>>>> ..... [ 017256 Customer : Project #: 1804 Truss ID Span : 35-0 Quantity = =Bid(7/9/1998), vl. 1 ] ...... <<<<FL. QUALITY-R. C. >>>> ......... Thu Feb 18 10:12:57 1999 : H6 Family # : 3q4 : ~ Top Pmtch : 5/12 FORCES - GRAVITY LOADS 1-2=-4047 7-8:-3597 9-10: 3707 2-14=-423 2-3=-3597 8-9=-4047 10-11= 3318 3-14= 297 3-4:-4112 11-12= 4112 3-13= 1057 4-5:-4365 12-13= 4112 4-13=-612 5-6=-4365 13-14: 3318 4-12= 342 6-7=-4112 14-1:3707 5-12=-376 REACTIONS - SIZE 6-12= 342 1=-2019 3.50 6-11=-612 9=-2019 3.50 7-11= 1057 7-10= 297 8-10=-423 PROVIDE FOR 1050 LBS UPLIFT AT JOINT 1 (0.52) PROVIDE FOR 1050 LBS UPLIFT AT JOINT 9 (0.52) PROVIDE FOR 27 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X:LEFT,Y:TOP):[jS:3,3],[jll:3,2],[jl3:3,2], 4-6 ] 9-~ 113-3-14~ 121-8-2, 26-0 I 3(~-6 I 35;-0 4-6 4-6 4-3-14 4-2-2 4-2-2 4-3-14 4-6 4-6 17-6 13-3-14 21-8-2 26-0 35-0 j 9-0 I ~ [ I 4-3-1~ 9-0 I 9-0 4-3-1= 4-2-2 4-2-2 L. HL TO PK:9-9 R. HL TO PK :9-9 LEFT HEIGHT:0-4-1 SPAN:35-0 RISE:4-1-~ RIGHT HEIGHT:0-4-q LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.670 TOP CHORD:2X4 No.2ND ~9 SP TOP 30 ~5 BOTT 9-10=0.974 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 l0 LL.DEFL.@~2=0.37 < L/360 WEBS :2X4 No.3 ~9 SP STR.INC.: LUMB = ~.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = TRUSS CHECKED FOR llO MPH WIND, ENCL. BLDG.,WALL HGT. 18 FT,BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL,I.O0 MI FROM OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYP~METRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ===<<<<ACES-32 Ver. 1.1>>>> ..... [ 017262 ] ...... <<<<FL.QUALITY-R.C.>>>> .......... Customer : Thu Feb 18 10:14:33 199~ Project #: 1804 Truss ID : GE2 Family #, : 201 Span : 5-1-4 Quantity : 1 Top Pztcn : 5//12 ==Bld(7/9/1998),vl.1 NOTES: (1)-Gable studs spaced at 24 inches o.c. (2)-Brace vertical studs in accordance with standard qable end detail (3)-Continuous bearing provided alonq entire bottom c~ord ~'~' (4)-Provide 1X4 plates at each end of gable stud unless otherwise noted PLATE OFFSETS (X:LEFT, Y=TOP): [j2:2.5, 3], I-~-° I 5-1-~ 10-?-~ 5-1-4 5X5 I 5-1-~ 5-1-4 I L. HL TO PK:5-6-6 LEFT HEIGHT:0-4-1 SPAN:5-1-4 RISE:2-7 RIGHT HEIGHT:2-5-9 LOADING (PSF) L D TOP 30 15 BOTT 0 10 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB 1.33 PLATE = 1.33 SPACING : 24 0 in STRE=SESS . . o. c. REPETITIVE USED . = NO OF MEMBERS 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC, ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEEE. ===<<<<ACES-32 Ver. 1.1>>>> ..... [ 017260 ] ...... <<<<FL.QUALITY-R.C.>>>> .......... Customer : Thu Feb 18 10:14:05 1999 Project #: 1804 Truss ID : GE3 Family # : 201 Span : 7-0 Quantity : 1 Top Pmtch ; 5/12 ==Bld(7/9/1998),vl.1 1-2=-318 2-3= 0 3-4:-128 FORCES - GRAVITY LOADS REACTIONS - SIZE 4-1= 291 2-4:-339 1=-479 3.50 4=-369 3.50 PROVIDE FOR 300 LBS UPLIFT AT JOINT 1 (0.63) PROVIDE FOR 262 LBS UPLIFT AT JOINT 4 (0.71) PROVIDE FOR 239 LBS HORIZ. REACTION AT JOINT 1 3X4 4 3X4 L. HL TO PK:7-7 LEFT HEIGHT:0-4-1 SPAN:7-0 RISE:3-3-1 RIGHT HEIGHT:3-3-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.220 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 4-1=0.265 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC, ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 1999 ---<<<<ACSS-32 Veto 1.1>>>> ..... E 017284 ] <<<<FLoQUALI?¥-R.C.>>>~ Customer : Thu Feb 18 10:19:29 1999 Project #: 1804 Truss ID : FT9 Family # : 303 Span : 20-5 Quantity : 1 Top Pitch : /12 :=Bld(7/9/1998),vl.1 FORCES - LOAD CASE #1 REACTIONS - SIZE 1-2:-2420 7-8=-2358 9-10= 0 2-14= 3144 6-12: 629 1:-2496 3.50 2-3=-2358 8-9=-2420 10-11= 2358 3-14:-1929 6-11=-1097 9:-2496 3.50 3-4:-3773 ll-12= 3773 3-13: 1886 7-11: 1886 4-5:-4244 12-13= 3773 4-13=-1097 7-10:-1929 5-6=-4244 13-14: 2358 4-12: 629 8-10= 3144 6-7=-3773 14-1= 0 5-12=-681 PROVIDE FOR 1182 LBS UPLIFT AT JOINT 1 (0.47) PROVIDE FOR 1182 LBS UPLIFT AT JOINT 9 (0.47) I 3-6 I 6-18-4 I 18-2-8 I 13-6-121 16-11 I 28-5 I 3-6 3-4-4 3-4-4 3-4-4 3-4-4 3-6 SCANNED DEC 2 7 7~07 4~? 3~ 3~4 1X4 5X6 3~UILDING D4I~ION 2 3 4 5 6 ? 8 1 14 13 12 11 18 9 3X4 4X7 ~X6 3X8 3X~ 4~7 3~4 I 3-~ I 6-18-4 I 18-2-s I 13-6-12:I 16-11 I 28-~ I 3-6 3-4-4 3-4-4 3-4-4 3-4-4 3-6 LEFT HEIGHT:3-3 SPAN:20-5 RISE:3-3 RIGHT HEIGHT:3-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 4-5=0.725 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 11-12=0.835 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL.@12=0.16 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 2- 8: 203 9- l= 45 BOTH END VERTICALS ARE NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 9 FT, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPl-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER~ FEB 8 i999 ===<<<<ACES-32 Ver. 1.1>>>> ..... [ 017259 ] <<<<FL.QUALITY-R C.>>>> Customer : Thu Feb [8 10:13:49 1999 Project #: 1804 Truss ID : GE1 Family #~ - 201 Span : 8-0 Quantity : 1 Top Pztcn : 5/12 ==B~d(7/9/1998),v1.~ NOTES:(1)-Gable studs spaced at 24 inches c.c. (2)-Brace vertical studs in accordance with standard cable end detail (3)-Continuous bearing provided alonq entire bottom chord (4)-Provide 1X4 plates at each end of gable stud unless otherwise noted I1-° I 4-9 I 8-9 I 4 I L. HL TO PK:8-8 LEFT HEIGHT: 0-4-1 8-9 SPAN: 8-0 RISE: 3-8-1 RIGHT t HEIGHT: 3-8-1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL.@0=0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB= 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSESUSED . = NO OF MEMBERS TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 9 FI, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL,I.00 MI FROM OCEANLINE(ASCE7-93)o PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF OOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER, FEE ! !999 ===<<<<ACES-32 Vet. 1 .1>>>> ..... [ 017286 Customer : Project #: 1804 Truss ID Span : 3-0 Quantity ==Bid(7/9/1998), vl. 1 ] =<<<<FL.QUALITY-R. C. >>>>===- Thu Feb 18 10:31:15 1999 : C3B Family #, : 204 : 1 Top Pmtcn : 5/12 FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2:0 3-1= 0 1:-149 3.50 2-3: 0 3=-27 3.50 2=-122 1.50 PROVIDE FOR 67 LBS UPLIFT AT JOINT 1 (0.45) PROVIDE FOR 123 LBS UPLIFT AT JOINT 2 (1.01) PROVIDE FOR 106 LBS HORIZ. REACTION AT JOINT 1 3-0 3-0 ~ I SCANNED/ BUILDING DIVISION BUILDING DIViSiON 3-0 I 3-0 I L. HL TO PK:3-3 LEFT HEIGHT:0-4-1 SPAN:3-0 RISE:I-7-I RIGHT HEtGHT:I-7-I LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.152 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 3-q=0.034 BOT CHORD:2X4 No.2ND ]9 SP BOTT 0 l0 LL.DEFL. < L/360 WEBS :2X4 No.3 ~9 SP STR.INC.: LUMB = 1.33 PLATE = ~.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = ~ RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 18 FI, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL,I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. FEB i 8 1999 ===<<<<ACES-32 Vet. 1 .1 >>>> ..... [ 017285 ] Customer : Project #: 1804 Truss ID : C5B Span : 5-0 Quantity : 1 = :Bid(7/9/1998), vl. 1 ,~<<<FL.QUALITY-R. C. >>>> .......... Thu Feb 18 10:30:55 1999 Family #, : 204 Top Pmtcn : 5/12 FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2= 0 3-1:0 1:-259 3.50 2-3= 0 3=-47 3.50 2=-212 1.50 PROVIDE FOR 119 LBS UPLIFT AT JOINT 1 (0.46) PROVIDE FOR 212 LBS UPLIFT AT JOINT 2 (1.00) PROVIDE FOR 179 LBS HORIZ. REACTION AT JOINT 1 5-0 L. HL TO PK:5-5 LEFT HEIGHT:0-4-1 SPAN:5-0 RISE:2-5-1 RIGHT HEIGHT:2-5-1 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.465 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 3-1=0.103 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL. < L/360 WEBS :2X4 No.3 t9 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 Oo C. RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FI, BLDG. CAT. I,EXP. CAT. C, 10(7+3) PSF DL, I.O0 MI FRC~q OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ===<<<<ACES-32 Vet. 1.1>>>> ..... [ 017289 ] <<<<FL.QUALITY-R.C.>>>> Customer : Thu Feb 18 10:34:02 1999 Project #: 1804 Truss ID : MV2 Family # : 20t Span : 2-0 Quantity : 1 Top Pitch : 5/12 :=Bld(7/9/1998),vl.1 = =~ NOTES: (1)-Gable studs spaced at 24 inches o.c. , (2)-Brace vertical studs in accordance with standard Gable end detail;<~ (3)-Continuous bearing provided along entire bottom chord (4)-Provide 1X4 plates at each end of gable stud unless otherwise noted Z-O 3 3X4 L. HL TO PK:2-2 LEFT HEIGHT:0-0 SPAN:2-0 RISE:0-10 RIGHT HEIGHT:0-10 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL. < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FI, BLDG. CAT. I,EXP. CAT. C, 10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPZ-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. FEB z i999 ===<<<<ACES-32 Vet. 1.1>>>> ..... [ 017288 ] ...... <<<<FL.QUALITY-R.C.>>>>== Customer : Thu Feb 18 10:33:39 1999 Project #: 1804 Truss ID : MV4 Family # : 201 Span : 4-0 Quantity : 1 Top Pmtch : 5/12 =:Bld(7/9/1998),vl.1 NOTES: (1)-Gable studs spaced at 24 inches D.C. (2)-Brace vertical studs in accordance with standard cable end detail (3)-Continuous bearing provided along entire bottom c~ord (4)-Provide 1X4 plates at each end of gable stud unless otherwise noted 394 L. HL TO PK:4-4 LEFT HEIGHT:0-0 SPAN:4-0 RISE:l-8 RIGHT HEIGHT:l-8 LOADING (PSF) L D TOP 30 15 BOTT 0 10 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BDT CHORD:2X4 No.2ND 19 SP LL.DEFL. < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FI,BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL,I.O0 MI FROM OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC, ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. FEB 18 !999 ===<<<<ACES-32 Ver. !.1>>>> ..... [ 017287 ] ...... <<<<FL.QUALITY-R.C.>>>> ......... Customer : Thu Feb 18 10:33:0i 1999 Project #: 1804 Truss ID : MV6 Family #, : 201 Span : 4-4 Quantity : 1 Top Pztcn : 5/12 ==Bld(7/9/1998),vl,1 -- NOTES:(1)-Gable studs spaced at 24 inches o.c. . (2)-Brace vertical studs in accordance with standard gable end detail (3)-Continuous bearing provided along entire bottom chord (4)-Provide 1X4 plates at each end of gable stud unless otherwise noted (5)-Truss to be Yully sheathed from one face, or securely braced against lateral movement (i.e. diagonal web) 4-4 [ 4-4 4-4 I L. HL TO PK:4-8-5 LEFT HEIGHT:0-8-5 SPAN:4-4 RISE:2-6 RIGHT HEIGHT:2-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FT, BLDG. CAT. I,EXP. CAT. C, 10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. FEB i 8 199'9 ===<<<<ACES-32 Ver. Customer : Project #: 1804 Span : 20-8 ==Bld(7/9/1998),vl. 1-- 1 .1>>>> ..... [ 017257 ] --<<<<FL.QUALITY-R.C.>>>> .......... Truss ID : H7 Family # : 314 Quantity : 1 Top Pitch : 5/12 1-2:-5283 7-8= 4828 2-3:-4992 8-9= 4603 3-4:-5067 9-10= 4603 4-5=-5067 10-1:4828 5-6=-4992 6-7=-5283 FORCES - LOAD CASE #1 REACTIONS - SIZE 2-10=-244 6-8:-244 t=-2476 3.50 3-10= 1026 7=-2366 3.50 3-9= 621 4-9=-675 5-9:621 5-8= 1026 PROVIDE FOR 1364 LBS UPLIFT AT JOINT 1 (0.55) PROVIDE FOR 1238 LBS UPLIFT AT JOINT 7 (0.52) PROVIDE FOR 20 LBS HORIZ. REACTION AT JOINT PLATE OFFSETS (X:LEFT,Y=TOP):[j9=4,2], i1-~ ~-6 I ?-0 I -~-4 i ~-8 I :~?-~- I ~-o-~ I 3-6 3-6 3-4 3-4 3-6 3-6 10 9 8 4~4 5X8 4~4 I L. HL TO PK:7-7 LEFT HEIGHT: 0-4-1 7-9 10-4 13-8 ?-0 3-4 3-4 ?-~ R. HL TO PK :7-7 SPAN:20-8 RISE:3-3-1 RIGHT HEIGHT:0-4-1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 3-4=0.909 TOP CHORD:2X4 No.2ND 19 SP BOTT 8-9=0.898 B©T CHORD:2X4 No. ID 19 SP LL.DEFL.@9=0.24 < L/360 WEBS :2X4 No.3 19 SP REPETITIVE STRESSES NOT USED SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 3= 90 3- 5: 203 CONCENTRATED 8= 787 10= 787 5- 7= 90 7- 8= 20 8-10: 45 10- 1= 20 TRUSS CHECKED FOR llO MPH WIND, ENCL. BLDG.,WALL HGT. 9 FT, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL,I.O0 MI FROM OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC, ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. FEB 18 1999 ===<<<<ACES-32 Ver. 1 .1>>>> ..... [ 01 8438 ] Customer : Project #: 1804 Truss Span : 19-4 B.Span : 19-0 Quant. ==Bid(7/9/1998),vl. 1 ID <<<<FL.QUALITY-R C >>>> Wed May 12 14:50:41 1999 : FGT1 Family # : 303 : 2 Top Pmtch : /12 FORCES - LOAD CASE #1 1-2:-3916 7-8:-16420 12-13: 0 18-19: 11667 2-20: 7734 5-17: 1802 2-3=-6914 8-9=-14836 13-14= 6914 19-20: 6914 3-20:-3443 6-17=-837 3-4=-11667 9-10=-11667 14-15= 11667 20-1= 0 3-19= 5405 6-16= 0 4-5=-14836 10-11=-6914 15-16= 14836 4-~9=-2552 7-16=-837 5-6=-16420 11-12=-3916 16-17= 16420 4-18= 3603 8-16= 1802 6-7=-16420 17-18= 14836 5-18=-1694 8-15=-1694 REACTIONS - SIZE --. 9-15= 3603 1=-3927 3.50 9-14=-2552 12=-3927 3.50 10-14:5405 10-13=-3443 11-13= 7734 PROVIDE FOR 1932 LBS UPLIFT AT JOINT 1 (0.49) PROVIDE FOR 1932 LBS UPLIFT AT JOINT 12 (0.49) PLATE OFFSETS (X=LEFT,Y=TOP):[j2=4,2],[j6:3,3.5],[jll=5,2],[j13=3,2],[j14=3,2],[j20:5,2], 2-4-11 [4-5-1~ 2-4-11 2-11-15 2-0-15 2-11-15 2-11-15 2-11-15 2-11-15 2-11-15 BUiLDiNG DIVISION 6-6-9 12-9-7 16-11-5 2-4-1114-5-111 18-?-8 10-8-0 14-111-6 19-4 I 2-4-11 2-11-1~ 2-11-1~ 12-11-1~ 2-11-1~ 2-4-11 LEFT HEIGHT:l-6 SPAN: 1 9-4 RISE: 1 -6 RIGHT HEIGHT:l-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 5-6=0.709 TOP CHORD:2X4 SS 19 SP TOP 40 10 BOTT 16-17=0.713 BDT CHORD:2X6 SS 19 SP BOTT 0 5 LL.DEFL.@16=0.50 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 2 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2-11= 403 12- 1= 10 WEB: 1-2; ll-12 TO BE 2X6 No.2D 19 SP WEB: 2-20; 11-13 TO BE 2X4 ND. ID 19 SP WEB: 3-19; 10-14 TO BE 2X4 No.2ND 19 SP BOTH END VERTICALS ARE NOT EXPOSED. 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 5 in. o.¢.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 12 in. o.¢(BOTT. CHS.) For Webs use 1 ROW of NAILS 12 in. D.C. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG. ,WALL HGT. 18 FT,BLDG. CAT. I,EXP. CAT. C, 10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. AY i 199 --=<<<<ACES-32 Ver. 1.1>>>> ..... [ 009536 ] ..... Customer : SHAMS.RAYANI.OAKWOOD-10 Project #: 1804C Truss ID : Span : 19-7-8 B.Span : 19-7-8 Quant. : ==Bld(7/9/1998),vl.1 REACTIONS - SIZE 1=-1071 3.50 8=-1113 3.50 =<<<<FL ........ ~.>>>>= Wed Hay '!2 14:33:51 1999 F1 Family # : 303 6 'Pep Pitch : /12 PLATE OFFSETS (x~LEFT~Y~T~P)~[j2~2~5,~~5]~[j3~2~~~~]~[j4~3~3]~[j7~3~~~5]~[~8~7~5,3]~[~~~~3~2.5]~[j~~~2~2.5~~[j~3~3~~~5]~[j~4~3~2]~ I 3-9-13 I ?-5-14 I 11-2 113-5-1~ 16-5-6: 3-9-13 3-0-2 3-0-2: 2-3-1 3X? 3X5 5X6 1X'~ 3-9-13 I ?-5-1,~ I 11-P- 113-5-1 1,6-5-6 3-9-13 3-8-2 3-:B-2: 2:-3-1 I 3-~-5 LEFT HEIGHT:l-6 SPAN:I 9-7-8 RISE:l-6 LOADING (PSF) MAX STRESSES MINIMUM GRX~-~P LUMBER L D TOP 4-5=0.824 TOP CHORD:2X4 No.2ND *19 SP TOP 40 10 BOTT ~2-~3=0.729 BOT CHORD:2X4 SS 19 SP BOTT 0 5 LL.DEFL.@12=0.47 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1 .00 PLATE = 1 .00 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1, WEB: 2-14 TO BE 2X4 No.2ND 19 SP PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESZGI,. SPECS, SSBC, NDS,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)Cgr!SU.T 3LOG ARCHITECT OR ENGINEER. ===<<<<ACES-32 Ver. 1 .1>>>> ..... [ 009538 ] ..... Customer : CONTINENTAL Project #: 1804C Truss Span : 14-3-8 B.Span : 27-8 Quant. =Bid(7/9/1998), vl. 1 =<<<<FL Q%ALIz~-u~,.~7. . Wed N[av iz 14:44:02 1999 ID : F2 ~Familv # : 303 : 6 Tce Pitch ' /!2 REACTIONS - SIZE 1:-778 8.00 7=-819 3.50 PROVIDE FOR 341 LBS UPLIFT AT JOINT 1 (0.44) PROVIDE FOR 388 LBS UPLIFT AT JOINT 7 (0.47) PLATE OFFSETS (X=LEFT,Y:TOP):[j2=2,1.5],[j7=2.5,3],[jg=2, t.5],[j12:3,2.5], 3-6 6-1~-4 9-2-12 3-6 3-4-4 2-4-8 SCANNED BUILDING DIViSiON 2 - 5 - B "- ": 4X5 3X4 2 3 4 lX4 3X4 5 6 3X4 12 11 1~ 9 ~ 4X5 3~4 3X4 3H5 ~ H4 3-6 6-10-4 9-2-12 11-8-4 3-6 3-4-4 2-4-8 2-5-8 LEFT HEIGHT:t-6 SPAN:q4-3-8 RISE:l-6 RIGHT HEIGHT:l-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUM~ER L D TOP 3-4=0.360 TOP CHORD:2X4 No~2ND 19 S? TOP 40 10 BOTT 10-11=0.746 BOT CHORD:2X4 No~2ND 19 SP BOTT 0 5 LL.DEFL.@l~=0.14 < L/360 WEBS :2X4 No..3 !9 SP STR.INC.: LUMB = 1.00 PLATE = 1.00 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = ! BOTH END VERTICALS ARE NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,~ALL HGT. ll FI, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL,5.OO MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DES[G~ SPECS, SSBC,NDS,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQO)CONSULT BLDG ARCHITECT OR ENGINEER. ===<<<<ACES-32 Ver. Customer : Project #: 1804 Span : 12-6 :=Bld(7/9/1998),vl. 1 1.1>>>> ..... [ 017274 ] Truss ID : FGT3 Quantity : 2 <<<<FL. QUALITY-R. C. >>>> .... Thu Feb 18 10:17:12 !999 Family # : 303 Top Pmtch : /12 REACTIONS - SIZE 1:-5707 3.50 8:-5707 3.50 PROVIDE FOR 2864 LBS UPLIFT AT JOINT 1 (0.50) PROVIDE FOR 2864 LBS UPLIFT AT JOINT 8 (0.50) PLATE OFFSETS (X=LEFT'Y=T~P):[d2=5~2]'[d3=3~2]'[d6=5'2]'[d7=7~2]'[d9=3~2]'[d1~=3~3]'[d11=5'3]'[d~2=6'2]' SC^ ED ~EC 2 7 7~Z I 2-~-4 I 5-e-12 I ?-5-4 I 9-9-12 , 2i~'_%~''~t~blvlslON 2-8-4 2-4-8 2-4-8 2-4-:8 ' 4M12 2 5X8 3X4 3g4 5X8 4~12 3 4 5 6 ? 3~5 12 11 10 9 8 2-8-4 I I 2-8-4 LEFT HEIGHT:l-6 5-o-12 I ?-5-4 I 9-9-12 I 12-6 I 2-4-8 2-4-8 2-4-8 2-8-4 SPAN:12-6 RISE:l-6 RIGHT HEIGHT:l-6 LOADING (PSF) L D TOP 40 10 BOTT 0 5 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 4-5=0.742 TOP CHORD:2X4 No. ID 19 SP BOTT 10-11=0.960 BDT CHORD:2X6 SS 19 SP LL.DEFL.@10=0.23 < L/360 WEBS :2X4 No.3 19 SP REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2- 7= 100 8- 1= 835 SPACING : 24.0 in. o. c. NO. OF MEMBERS = 2 WEB: 1-2; 7-8 TO BE 2X6 No.2D 19 SP WEB: 2-12; 7-9 TO BE 2X4 NJ. lO 19 SP BOTH END VERTICALS ARE NOT EXPOSED. 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 2 ROW(S) OF .131x3 in. NAILS 4 in. o.c(BOTT. CHS. For Webs use 1 ROW of NAILS 12 in. D.C. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FT,BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,NDS,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 181999 ===<<<<ACES-32 Ver. Customer : Project #: 1804 Span : 1 4-8 = =Bid(7/9/1998), vl. 1 1 .1>>>> ..... [ 018437 ] ...... <<<<FL.QUALITY-R.C.>>>> ......... Wed May 12 14:49:44 1999 Truss ID : FGT2 F~amily # : 303 B.Span ' 14-4 Quant. : 2 '±'Dp Pztch : /12 REACTIONS - SIZE 1 =-4151 3.50 10=-4151 3.50 PROVIDE FOR 2088 LBS UPLIFT AT JOINT 1 (0.50) PROVIDE FOR 2088 LBS UPLIFT AT JOINT 10 (0.50) PLATE OFFSETS (X~L~FT~Y~~~P):[j2~3.5~2]~[j3~3~2]~[j8~4~2],[j9~4~5,2],[j~~~3~2]~[j12~3~3]~[j~3~2~5~2]~[j14~2.5~2]~[j~5~4~3],[j16~4~2]~ I 2-3-5 I 4-2-141 6-2-"/ I 8-5-9 I 19-5-2 I 12-4-111 14-8 I 2-:3-5 1-11-9 1-11-9 2-3-1 1-11-9 1-11-9 SCANNED DEC 2 7 4X8 ~X7 4X~ 3X4 3X4 4X~ 5X7 3 4 5 6 7 8 BUILDING DIViSiON 4M8 I 1 3M5 16 15 14 13 12 11 5X7 6X7 5X5 5X5 6X7 5X7 I 3X5 I 2-3-5 I 4-2-14l 6-2-7 I 8-5-9 I 19-5-2 I 12-4-11 I 2-3-5 1-11-9 1-11-9 2-3-1 1-11-9 1-11-9 LEFT HEIGHT:l-6 14-8 2-3-5 SPAN:14-8 RISE:l-6 RIGHT HEIGHT:l-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 5-6=0.840 TOP CHORD:2X4 No.2ND 19 SP TOP 40 10 BOTT 13-14=0.818 BDT CHORD:2X6 SS 19 SP BOTT 0 5 LL.DEFL.@13=0.28 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2- 9= 100 10- 1= 478 WEB: 1-2; 9-10 TO BE 2X6 No.2D 19 SP WEB: 2-16; 9-11 TO BE 2X4 No.2ND 19 SP BOTH END VERTICALS ARE NOT EXPOSED. 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 4 in. o.c(BOTT. CHS.) For Webs use 1 ROW of NAILS 12 in. D.C. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FT, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.00 MI FROM OCEANLINE(ASCE7-93). P[-~TES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC, NDS, ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ===<<<<ACES-32 Ver. q.l>>>> ..... [ 018693 ] ...... <<<<FL.QUALITY-R.C.>>>> ......... Customer : Tue May 18 14:33:31 q999 Project #: 1804 Truss ID : F4 Family # : 303 Span : 18-10-8 B.Span ' 18-~0-8 Quant. : 7 Top Pmtch : /12 ==Bld(7/9/1998),vl.1 REACTIONS - SIZE 2=-1067 3.50 10:-1030 3.50 PROVIDE FOR 496 LBS UPLIFT AT OOINT 2 (0.46) PROVIDE FOR 454 LBS UPLIFT AT JOINT 10 (0.44) PLATE OFFSETS (~~LEFT~Y~T~P):[~2~2~5~3]~[~7~3~3]~[~9~4~l~5]~[~~~~2~2~5]~[j~5~3~2]~~j~6~4~2~5]~ 2-18-2 SCANNED 5-6-",' I 8-2-:L3 I 18-?-1~ 13-4-1 I 16-8-6 2-19-2 2-8-6 2-8-6 2-4-14 2-8-6 ?X8 3X4 3~4 1X4 1X4 2 3 4 5 1 16 15 14 1X4 4X6 5X6 3X4 2-8-6 2- II~DING DIVISION DEC 2 7 BUILDING DIVISION 5X6 3X4 4X6 6 7 8 9 13 12 11 3X4 3X4 4X6 3g4 2-18-2 5-6-7 8-2-13 I I I 2-18-2 2-8-6 2-8-6 LEFT HEIGHT:l-6 18-?-11 13-4-1 16-8-6 18-18-8 12-4-141 2-8-6 I 2-8-6 I 2_18_2I SPAN:18-10-8 RISE:l-6 RIGHT HEIGHT:l-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 4-5=0.457 TOP CHORD:2X4 No.2ND 19 SP TOP 40 10 BOTT 13-14=0.768 BOT CHORD:2X4 No. ID 19 SP BOTT 0 5 LL.DEFL.@13=0.33 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.00 PLATE = 1.00 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 CHORD: 15-16; 16-1 TO BE 2X4 No.2ND 19 SP BOTH END VERTICALS ARE NOT EXPOSED. TRUSS CHECKED FOR llO MPH WIND, ENCL. BLDG.,NALL HGT. 8 FT, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,NDS,ANSI/TPI-95 THIS DESIGN ZS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLPG ARCHITECT OR ENGINEER. 1 8 ===<<<<ACES-32 Ver. Customer : Project #: 1804 Span : 15-10 = =B1 d (7/9/1998), vl. 1 1.1>>>> ..... [ 017283 ] Truss ID : FGT4 Quantity : 4 <<<<FL.QUALITY-R. C. >>>> ......... Thu Feb 18 10:19:16 TFamily # : 303 op Pitch : /12 1999 REACTIONS - SIZE 2:-1335 3.50 9:-1684 3.50 PROVIDE FOR 640 LBS UPLIFT AT JOINT 2 (0.48) PROVIDE FOR 790 LBS UPLIFT AT JOINT 9 (0.47) PLATE OFFSETS (X=LEFT, Y=TOP):[j2=2.5,3],[j3=3,3], 2-9-4 I s-4-13 17-8-s I1 -s-111 I lS-lO I 2-9-4 2-7-8 2-3-8 2-9-6 2-7-7 2-8-13 SCANNED 2 BUILDING DIVISION 3M4 4X5 ~X5 5 6 ? 1 1M4 14 13 12 11 10 4X5 4X5 4X5 4X5 4X5 [] 2-9-4 5-4-13 { 2-9-4 7-8:-5 10-5-11 1:3-1-3 I I 2-7-0 2-3-8 2-9-6 2-7-7 LEFT HEIGHT:l-6 SPAN: I 5-10 RISE: I -6 15-10 I 2-8-13 RIGHT HEIGHT:l-6 LOADING (PSF) L D TOP 40 10 BOTT 0 5 MAX STRESSES TOP 5-6=0.502 BOTT 11-12=0.918 LL.DEFL.@ll=0.20 < L/360 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No. ID q9 SP WEBS :2X4 No.3 19 SP REPETITIVE STRESSES NOT USED SPACING : 24.0 in. NO. OF MEMBERS = 2 O. Co LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2- 8= 107 9- 1: 10 CONCENTRATED 11= 1147 WEB: 6-11 TO BE 2X8 SS 19 SP BOTH END VERTICALS ARE NOT EXPOSED. 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 7 in. o.o(BOTT. CHS.) For Webs use 1 ROW of NAILS 12 in. o.¢. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 8 FT,BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.00 MI FROM OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,NDS,ANSI/TPZ-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ===<<<<ACES-32 Ver. Customer : Project #: 1804 Span : 10-5-8 = =Bid(7/9/1998), vl. 1 1.1>>>> ..... [ 017277 ] Truss ID : Quantity : F5 5 <<<<FL.QUALITY-R.C. >>>> Thu Feb 18 10:17:53 Family # : 303 Top Pztch : /12 1999 REACTIONS - SIZE 2:-403 3.5O 7:-378 3.50 PROVIDE FOR 195 LBS UPLIFT AT JOINT 2 (0.48) PROVIDE FOR 167 LBS UPLIFT AT JOINT 7 (0.44) PLATE OFFSETS (X=LEFT, Y=TOP):[j2:2.5,3], {0]-4 2-9-4 I u-4-', 2 ?-8-4 2-9-4 2-?-8 2-3-8 DEC 2 7 ZO~ BUiLD/NG DIVISION 2-9-4 5X5 3X4 lX4 3 4 3X4 1 1X4 10 9 8 3X4 3X4 3X4 7 3X4 2-9-4 5-4-12 { { { 2-9-4 2-7-8 LEFT HEIGHT:l-6 SPAN: 1 0-5-8 7-8-4 18-5-8 I I 2-3-8 2-9-4 RISE: 1 - 6 RIGHT HEIGHT:l-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 4-5=0.218 TOP CHORD:2X4 No.2ND 19 SP TOP 40 10 BOTT 8-9=0.341 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 5 LL.DEFL.@9=0.04 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUHB = 1.00 PLATE = 1.00 SPACING : 16.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 BOTH END VERTICALS ARE NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 8 FT, BLDG. CAT. I,EXP. CAT. C, 10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCE?-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS N/NDS DESIGN SPECS, SSBC, NDS,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. FEB t999 ===<<<<ACES-32 Ver. 1 .1>>>> ..... [ 017275 Customer Project #: 1804 Truss ID Span : 6-10 Quantity ==Bld(7/9/1998),v1,1 ] ...... <<<<FL.QUALITY-R.C. >>> ..... Thu Feb 18 10:17:24 ~999 : FGT5 Family #, : 303 : 2 Top Pmtcn : /12 FORCES - LOAD CASE #1 1-2=-874 6-7= 0 2-8= 1668 2-3=-1482 7-8: 1482 3-8=-218 3-4=-1482 8-1= 0 3-7= 0 4-5=-1482 4~7=-218 5-6:-874 5-7: 1668 REACTIONS - SIZE 1:-1147 3.50 6:-1147 3.50 PROVIDE FOR 604 LBS UPLIFT AT JOINT 1 (0.53) PROVIDE FOR 604 LBS UPLIFT AT JOINT 6 (0.53) 2-3-15 4-6,-1 2-3-15 2-2-3 SCANNED ,6-1~ BUILDING DIVISION I 2-3-15 4X5 4X5 3X4 3 4 4X5 --5 3X4 8 ? 6 4X5 4X8 3X4 2-3-15 4-6-1 6-lB 2-3-15 2-2-3 2-3-15 LEFT HEIGHT:l-6 SPAN: 6-1 0 RISE: 1 -6 RIGHT HEIGHT:l-6 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.117 TOP CHORD:2X4 No.2ND 19 SP TOP 40 10 BOTT 7-8=0.191 BOT CHORD:2X6 No.2D 19 SP BOTT 0 5 LL.DEFL.@7=0.01 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.00 1.00 UNIFORM 2- 5= 100 6- 1= 251 BOTH END VERTICALS ARE NOT EXPOSED. 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF .13tx3 in. NAILS 8 in. o.c(BOTT. CHS.) For Webs use 1 ROW of NAILS 12 in. o.¢. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FT, BLDG. CAT. I,EXP. CAT. C, 10(7+3) PSF DL, I.00 MI FROH OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGZNEER. ===<<<<ACES- 32 Vet. Customer : Project #: 1804 Span : 1 9-0 ==Bld(7/9/1998),vl.1 1.1>>>> ..... [ 017278 ] Truss ID : F6 Quantity : 9 <<<<FL. QUALITY-R.C. >>>> Thu Feb 18 10:18:07 Family #, : 303 Top Pmtcn : /12 1999 REACTIONS - SIZE 2=-716 3.50 10=-691 3.50 PROVIDE FOR 333 LBS UPLIFT AT JOINT 2 (0.46) PROVIDE FOR 305 LBS UPLIFT AT JOINT qO (0.44) PLATE OFFSETS (X~LEFT~Y~T~P):[j2~2~5~3]~[j7~3~3]~[j9~3,~.5]~[j~~~2~~~5]~[j~5~3~2]~[j~6~3~~~5]~ 2-1~-13 2-9-1 2-9-1 2-2-1 2-9-1 2-9-1 SCANNED- DEC 2 7 2002 lt]jU-I~DING DIVISION I 2-1~-13 5~5 3H4 3~4 1~4 2 3 4 ~ lX4 5X6 3X4 3X5 9 [] 1 16 15 14 13 12 11 3XS 5X6 3X4 3%4 3X4 3XS 2-1~-13 5-7-14 8-4-1S; 1~-7-1 13-4-2 16-1-3 19-~ J 2-1~-131 2-9-1 I 2-9-1 12-2-1~ 2-9-1 I 2-9-1 I 2_1~a_131 LEFT HEIGHT: 1 -6 SPAN: 1 9-0 RISE: 1 -6 RIGHT HEIGHT: 1 -6 LOADING (PSF) MAX STRESSES L D TOP 4-5=0.270 TOP 40 10 BOTT 13-14=0.740 BOTT 0 5 LL.DEFL.@13=0.23 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB 1 00 PLATE = 1 00 SPACING : 16 0 in o c REPETITIVE STRE~ ...... SES USED NO. OF MEMBERS = 1 BOTH END VERTICALS ARE NOT EXPOSED. TRUSS CHECKED FOR llO MPH WIND, ENCL.BLDG.,WALL HGT. 8 FT, BLDG. CAT. I,EXP. CAT. C, q0(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC, NDS,ANSI/TPZ-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 19.99 E L V'. ===<<<<ACES-32 Vet. 1.1>>>> ..... [ 017270 Customer : Project #: 1804 Truss ID Span : 4-10 Quantity ==Btd(7/9/1998),v1.l= ] ...... <<<<FL.QUALITY-R. C. >>>>==- ......... Thu Feb 18 10:16:25 1997 : C4 Family # : 204 : 2 Top Pztch : 5/12 1-2= 0 2-3= 0 FORCES - GRAVITY LOADS REACTIONS - SIZE 3-1 = 0 1 =-360 3.50 3=-45 3.50 2=-204 1.5O PROVIDE FOR 262 LBS UPLIFT AT JOINT 1 (0.73) PROVIDE FOR 204 LBS UPLIFT AT JOINT 2 (1.00) PROVIDE FOR 172 LBS HORIZ. REACTION AT JOINT 1 11-0 I 4-18 I SCANNED G DIVISION 2X4 I Ill I 4-x~ I L. HL TO PK:5-2-13 LEFT HEIGHT:0-4-1 SPAN:4-10 RISE:2-4-3 RIGHT HEIGHT:2-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.432 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 3-1=0.096 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL. < L/360 WEBS :2X4 No.3 19 SP SIR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 18 FI, BLDG. CAT. I,EXP. CAT. C, 10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. FEB 1 1999 ---<<<<ACES-32 Vet. Customer : Project #: 1804 Span : 7-0-12 = = Bid(7/9/1998), vl. 1 1 .1>>>> ..... [ 01 7272 ] <<<<FL.QUALITY-R.C.>>>> ..... .... - - Thu Feb 18 10:16:51 1999 Truss ID : HJ5 Family # : 201 Quantity : 1 Top Pztch : 3.535/12 1-2=-480 2-3= 0 3-4:198 FORCES - LOAD CASE #1 4-1= 458 2-4=-478 PROVIDE FOR 536 LBS UPLIFT AT JOINT 1 (1.24) PROVIDE FOR 513 LBS UPLIFT AT JOINT 3 (1.16) PROVZDE FOR 180 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT, Y=TOP):[j3=3,3], REACTIONS - SIZE 1=-431 3.50 3=-442 3.50 I:r-5 I 3-~ I ?-~-12 i~a73-8 3-6 3-6-12: 5}{6 ~B-8 4 3~4 L. HL TO PK:7-4-6 LEFT HEIGHT:0-3-14 7-~-12 I ?-e-l~- I SPAN: 7-0-1 2 RISE:2-5-14 RIGHT HEIGHT:2-4-14 LOADING (PSF) L D TOP 30 15 BOTT 0 10 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 1-2=0.353 TOP CHORD:2X4 No.2ND 19 SP BOTT 4-1=0.307 BOT CHORD:2X4 No.2ND 19 SP LL.DEFL.@4=0.00 < L/360 WEBS :2X4 No.3 19 SP REPETITIVE STRESSES NOT USED SPACING : 24.0 in. o. c. NO. OF MEMBERS = LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM PANEL(PLF) / JOINTS(LBS) 1- 2:41 2- 3:119 4- 1:18 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR llO MPH WIND, ENCL. BLDG.,WALL HGT. 18 FI, BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL,I.O0 MI FROM OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 1999 ===<<<<ACES-32 Vet. 1 .1>>>> ..... [ 017261 Customer : Project #: 1804 Truss tD Span : 5-1 -4 Quantity =Bid(7/9/] 998), vl. 1 FORCES - GRAVITY LOADS 1-2= 0 3-1= 0 2-3= 50 PROVIDE FOR 260 LBS UPLIFT AT JOINT 1 (0.68) PROVIDE FOR 234 LBS UPLIFT AT JOINT 2 (0.77) PROVIDE FOR 173 LBS HORIZ. REACTION AT JOINT 1 ] ...... <<<<FL.QUALITY-R. C. >>>> ..... --==:= Thu Feb 18 10:14:t9 19~>9 : J5 Family #, : 201 : 7 Top Pmtcn : 5/12 I ~-e I 5--t -4 5-1-4 3X4 ~ [No DIVISION 5-1-4 5-1-4 L. HL TO PK:5-6-6 LEFT HEIGHT:0-4-1 SPAN:5-1-4 RI SE:2-7 I RIGHT HEIGHT: 2-5-9 LOADING (PSF) MAX STRESSES L D TOP 1-2=0.486 TOP 30 15 BOTT 3-1=0.108 BOTT 0 10 LL.DEFL. < L/360 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL, I.O0 MI FROM OCEANLINE(ASCET-93). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC, ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRZCATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER~ FEB 18 19§9 ===<<<<ACES-32 Ver. 1.1>>>>- [ 004731 ]= <<<<FL.QUALITY-RC>>>> Customer : Mon Apr 10 11:45:31 2000 Project #: 1804 Truss ID : FT9 Family #. : 303 Span : 20-5 B.Span : 20-5 Quant. : 1 Top Pitch : /12 =Bld(1/21/2000),vl.1 FORCES - LOAD CASE #1 REACTIONS - SIZE 1-2=-2420 7-8=-2358 9-10= 0 2-14= 3144 6-12= 629 1=-2496 3.50 2-3=-2358 8-9=-2420 10-11= 2358 3-14=-1929 6-11=-1097 9=-2496 3.50 3-4=-3773 11-12= 3773 3-13= 1886 7-11= 1886 4-5=-4244 12-13= 3773 4-13=-1097 7-10=-1929 5-6=-4244 13-14= 2358 4-12= 629 8-10= 3144 6-7=-3773 14-1= 0 5-12=-681 PROVIDE FOR 1182 LBS UPLIFT AT JOINT 1 (0.47) PROVIDE FOR 1182 LBS UPLIFT AT JOINT 9 (0.47) PLATE OFFSETS (X=LEFT~Y=T~p):[j2=2~~.5]~[j3=2~~.5]~[j6=3~3]~[j7=3~~.5]~[j8=5~~.5]~[j~~=2~2.5]~[j~~=2~~.5]~[j~3=3~2]~[j~4=5~2.5], 3-6 I 6-19-4 ] 19-2-8 [ 13-6-12[ 16-11 [ 29-5 3-6 3-4-4 3-4-4 3-4-4 3-4-4 3-6 4:47 315 3X4 lX4 516 315 4X7 2 3 4 5 6 7 8 · · 1 14 13 12 11 19 9 I 3-6 I 6-19-4 I 19-2-8 I 13-6-121 16-11 I 29-5 I 3-6 3-4-4 3-4-4 3-4-4 3-4-4 3-6 LEFT HEIGHT:3-3 SPAN:20-5 RI SE:3-3 RIGHT HEIGHT:3-3 ~OADING (PSF) MAX STRESSES L D TOP 4-5=0.725 TOP 30 15 BOTT 11-12=0.835 BOTT 0 10 LL.DEFL.@12=0.16 MINIMU~ GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP L/360 WEBS :2X4 No.3 19 SP REPETITIVE STRESSES NOT USED SPACING : 24.0 in. ©. c. NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM PANEL(PLF) / JOINTS(LBS) 2- 8= 203 9- 1= 45 BOTH END VERTICALS ARE NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 9 FT,BLDG. CAT. I,EXP. CAT. C,10(7+3) PSF DL,1.00 MI FROM OCEANLINE(ASCE7-93). PLATES ARE MITEK M20-249,200 MA/qUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPOR/LRY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX' (954) 978-8980 3120 N.W. 16TH TERRACE POMPANO BEACH, FL. 33064 ~% Customer Job # Project Model · ¢C Lot . Blk.: Designer: ==<<<<ACES-32 Vet. 1 .1>>>~ [ ,~.u,~t omer : Preject #: 98538 Span : 20-5 B.Span : 20-5 ...... Bld(7,19/1998), vl. 1 -- FORCES - LOAD CASE i-2=-2425 7-8=-2585 9-t0= 0 2-i4= 3319 2-3=-2585 8-9=-2425 10-11= 2585 3-14=-1931 3-4=-4124 11-12= 4124 3-13= !982 4-5=-4637 12-13= 4124 4-13=-!097 5-5=-4637 ]3-14= 2585 4-12= 6-7=-4124 14-1= 0 5-t2=-651 -~, 0 - ~' T Z T rtl \,/- T . -- - 002~c, 6 ] ......... <<<<F~. QE. AL ..... -__E>>>> ~hu ==,=~! ~ ,b'1~'25 2000 Truss !D : PT9A Family ~ : 303 Quant. ' 1 Top Pztch - /12 REACTIONS - SIZE 5-12= 651 I=-2501 3.47 8-10= 33]9 PRJVIDE FOR 1183 LBS UPLIFT AT JOINT 1 (0.47) ?20VIDE FOR 1183 LBS UPLIFT AT JOINT 9 (0.47) F:~ AFE OFFSETS ~F, FT HEIGHT: 3-0-2 !,O%DING (PSF) SPAN: 20-5 RISE'3-0-2 RIGHT HEIGHT' 3-0-2 MINIMUM GRADE OF LUMBER L D 'J C:,P 30 15 ROTT 0 10 ~,_ u,_, P'P,T. = _ I T IVE STRESSES MAX STRESSES 'POP 4-5=0.77'1 TOP CHORD:2X4 No.2ND 19 SP BOTT 11-12--0.900 BOT CHORD:2X4 No.2ND 19 SP LL.DEFL.@12=0.18 < L/'360 WEBS :2X4 No.3 19 SP SPACING ' 24:.,0 in, o. c. NOT USED NO. OF MEMBERS := I LC, ADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.33 t. 33 UN I FORM PANEL(PLF) / JOiNTS(LBS) 2- 8= 203 9- 1= 45 !,!!iD: 2-14; 8-10 TO BE 2X4 No.2ND 19 SP P,,O'FI-; END VERTICALS ARE NOT EXPOSED. fi. DSS CHECKED FOR i10 MPH WIND, ENCL.BLDG.,NALL HGT. 12 FT, SLDG. CAT. i,EXP. CAF. C~",0(74-3) PSF DI_.,C,.GO HI FROM OCEANLINE(ASCE7-93). i'.'-FLECTION(IN.) L.L= O.18,D.L=O.15,T.L=0.33 '-'I.ATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 44.6 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) Fi_AlE MUST 8E INSTALLED ON EA. FACE OF JOINT, SY¼METRZCALLY(EXCEPi ,;,,S SHO!,!N)DESZGi,I CONFORMS W/NDS I)E21G'q SPECS, SSBC. ANSI/TPI-95 'lis DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPO!b",fN' BRAC!NG(!4~ICW TS ALWAYS ~,~-~f~,~,"r)~,e~: = _ ~,~,:~ ....~,,_, BLDG ARCHITECT OR ENGINEER. APR 2 ? 200 ....... <<<<ACES-32 Ver. 1 .] >>>; Custemer : CONTINENTAL Project #: 99538 Span : 20-7-4 B. Span -.~81d(l/g/1998),vl. 1 ....... I-2=-2452 7-8=-4982 9-10= O 2-3=-4914 8-9=-2327 10-11= 4726 S-4=-5255 11-12= 5000 4-5=-5498 12-13= 4982 5-6=-5498 13-14= 4662 6 7=-5274 14-~= 0 FORCES - LOAD CASE ,('1 2-14= 4705 3-14=-565 3~13- 3.50 4-13= 756 ,a--12= 565 5-12=-677 Thu Apr 27 15~23'42 2000 ',4r'~s.s -LD ' H'7._':::,. :'amzl~, !~ ' 3'1 4 20-8 Quant, ' i Top Pitch : 4/1 2 ~',EACTICN5 - SiZE 6 - 12= 642 ! =-2485 ~,. 00 6-11= 776 9=-235!1 8,00 ~ ~'~ F- 1 = 299 7-i 0=-~532 o ,q 4-764 SCANNED PROVIDE FOR 1272 LBS UPLIFT AT ,JOINT t (0.51) PROVIDE FOR 1134 LBS UPLIFT AT JOINT 9 (0.48) PROVIDE FOR 9 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT,Y=TOP): [j2=3, 2], [j8=4, 2], [il 0=3, 3.5], [jl 2=4,2 5], [j']4=7,3, 5]~ BUILDING DIVISION t ,, .... .: . ..... .... ...... , DEC 2 7 i%. HL TO PK:7-3-12 LEFT HEIGHT: 0-8-6 SPAN: 20-7-~ 5OP, DING (PSF) L D TOP 3 0 1 5 BOTT 0 1 0 ], r_,PET I TIVE MAX STRESSES I'ilNiFIUH GRADE OF LUkiE:ER TOP 4-5=0.974 TOP CHORD 2X4 No.2ND 19 SP BOTT 11-12=0.748 BOT CHORD 2X4 NO. iD 19 SP LL.DEFL.~12=0,25 < 13/360 SEBS 2X4 NO,3 '19 SP S-D;~mlNG . n,.~ a fi ri STRESSES NOT USED NO. OF biENE~ERS :: I O,aDING STRESS INCREASE LUMBER PLATE 1 1.33 1,33 LOADING PANEL(PLF) / JOINTS(LBS) TYPE UNIFORM 2- 4= 90 4- 6= 203 CONCENTRATED ll= 787 13= 787 · ~-~1 ..... 3= 45 13- 1= 20 WEB: 2-14; 8-10 TO BE 2X4 No.2ND 19 SP i30lkl END VERTICALS ARE NOT EXPOSED. RUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 12 Fl, BLDG. CAl. i. FXF. CAF. C~10(7+3) PSF DL,O.OO ,Nil FROM OCEANLINE(ASCET-93). D[ELEOTION(IN.) L.L= 0,25,D.L=O.21,T.L=O.45 PI ,$TES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD /~ G/,i.VANiZED STEEE{EXCEPT AS SHOWN) PI_ATE HUST BE INSTALLED ON EA. FACE OF JOINT,SYI'fMETRICALLY{E×CEPT AS SHOwhf)DESiG;'! COt!FOP, MS N/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 TF. 1S DESIGN IS FOR TRUSS FABR!CATZON ONLY. FOR PERMANENT AND TEMPO[;:'J~Y BR/~CING{H-tICH IS ALWAYS REQD)COI'!SULT 8LD'.G ARCHITECT OR ENGINEER. ::-=-<<<<ACES-32 Ver. t .1>>>> [ 0023'75 ] ==---<-~<<FL OCAL!TY-iE>>>.. - ........ Custemer - CONTINENTAL TNu Apr 21} 1 5-23:] 1 2000 Project ~: 99538 Tx'us.2' !D - J7A Fa;~ily ~ - 205 ~'r =~ ' 6-1~ 4 B.Span 7-0 - q ...... " ' Bld(7/9/] 998), vl. 1 .................... --= ................ - .... = .... -- = ............ - ........ --= ......... FORCES - GRAVITY LOADS RF>Ci'iONS !--2=-376 4-1= 0 2-4= 0 2--3= 0 3-4= 0 5~-259 PROVIDE FOR 316 LBS UPLIFT AT JOINT 1 (0.73) PROVIDE FOR 260 LBS UPLIFT AT JOINT 3 (1,00) PROVIDE FOR 183 LBS HORIZ. REACTION AT JOINT l PLATE OFFSETS (X=LEFT,Y=TOP):[j2=3,2], SCANNED DEC 2 7 ZO0~ IL. HL ¢20 PK:7-3-12 LE?T HEIGHT: 0-8-6 SPAN: 6-1 !-d Ri[S%~3-0-2 RIGHT HEIGHT: 3-0-2 I,OADING (PSF) MAX STRESSES M~_N]'MUM GNP.DE L D TOP 2-3-'0.822 TOP CHCRD 2X4 Ne. !Nil I 9 SP 'POP 30 15 iBOTT 4-1=0.'i79 NOT CHORD 2K4: No.2ND 19 SP ~<OiCT 0 10 LL.DEFL.~0=0.00 < L/360 WEBS 2X4 ,'~o.3 !9 SP ~,N41 Y ~l 7- E~- g- 71 ~ 5-3 ~- 2- ?'7 ~ ~ .................. ~ ~X~i iriS--':- i: l ~:'-i:~ .-- 6 i-::i l .......... P, ZPETtTIVE STRESSES USED NO. OF MEMBERS -= 'I i-RLLC. S CItECKED FOR 110 MPH WIND, ENCL. BLDG. ,WALL HGT. 12 FT, BLDG. CAr. =, EXP. CAT. C~10(7+3) PSF DL,O. O0 h;! FEOH OCEANLINE(ASCE7-93}. ;.;kFI.ECTiON(IN.) L.L= O.O0,D.L=O.OO,T.L=O.O0 ~:~LATES ARE MITEK M20--249,200 MANUFACTURED FROM ASIM A 446 GRD A GALVAflTZED STEEL(EXCFFq AS SltOWN) PI_3TE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRiCALLY(EXCEPT AS 8NOWN)DESIGN CONFORHS W/NBS DESIGN SPECS: SSBC,ANSI/TPI-95 T,L!;S DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT ANP_ TEHPORAP,' DIiACiNG(NIi;O4 TS A~ ,,!A','$ REQB)CONSbLT BLC, G AP, CHI-FECT OR ENGINEER. ===<<<<ACES-32 Ver. 1 .1>>>> Customer CONTINENTAL Project # 98538 Span 5-1-4 B. Span = =Bld(1/21/2000), vl. 1 [ 000395 ] <<<<FL-QUALITY-AA>>>>= Wed Feb 9 06:31:25 2000 Truss ID : J5A ~amily.#, ' : 5-1-4 Quant. - 7 Top Pltcn· TOP CHORD BOTTOM CHORD 1-2= 0 3-1:0 2-3= 50 WEBS SCANNED 2 7 2002 ING /---- DIVISION 3 1~{4 -x-4 I I L. HL TO PK:5-4-9 LEFT HEIGHT:0-3-15 SPAN:5-1-4 RISE:2-1-8 RIGHT HEIGHT:2-0-6 LOADING (PSF) MAX STRESSES L D TOP 1-2=0.486 TOP 30 15 BOTT 3-1=0.108 BOTT 0 10 LL.DEFL. < L/360 MINIMUM GRADE OF LUMBER TOP CHORD 2X4 No.2ND 19 SP BOT CHORD 2X4 No.2ND 19 SP WEBS 2X4 No.3 19 SP STR.INC.' LUMB = 1.33 PLATE = 1.3~ SPACING : 24.0 in. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L: O. O0,D.L=O.OO,T.L=O.O0 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER ===<<<<ACES-32 Vet. 1 .] >>>> Customer : CONTINENTAL Project #: 99538 Span : 4-1 ]-4 B.Span Bid (7/9/'1998), vl. 1 002371 i <<<<FL.QUAL]'TY-i?? >? = ...... 'lrhu Apr:- 27 15~24:25 2000 ~z s tD : C'~P, ?~tmi_!y #, : 205 Quant. : 3 Pop Pitch : 4/12 1-2=-246 2-3= 0 3--4= 0 FORCES - GRAVITY LOADS 4-1= 0 2-4= 0 PROVIDE FOR 261 LBS UPLIFT AT JOINT I (0.95) PROVIDE FOR 182 LBS UPLIFT AT JOINT 3 (1.41) PROVIDE FOR 144 LBS HORIZ. REACFION AT JOINT PL.ATE OFFSETS (X=LEFT,Y=TOP):[j2=3,2], SCANNED DEC 2 7 2DDZ BUILDING DIVISION !::ii iL ::_"% I,. HL TO PK:5-2--7 ]Li%:F'in HEIGHT:0-8-6 SPAN'4_-11-~!, NiS3:2-.{-2 ':~h~'='''''-.:,,~, NEiGHT'2-4-2 LOADING (PSF) MAX STRESSES >:iNIMUM GRADE L D TOP ~ 3 0 41 I TOP CHORD 2X4 TOP 30 I 5 BOTT 4-1=0.062 i~OT CiHORD 2X4 :':o.2ND 19 SP .... )~r .... :~B~ 2X4 ~'~ ~ 19 S'P :'. I 0 10 ~L.DEFB g0=0 00 < = "~(' . . .~,' .j, :~ .) '~'~_[,~_ ~_~ 3:6. ~ O _ '"'"-' SP ........ -' ' 24 0 :n .... ,,, ::.INC.: LUHB 1 33 PLATE I 33 . o c R~PETITiVE STRESSES USED NO. OF ME:vlBERS =: '1 TRUSS CHECKED FOR llO MBH HIND, ENCL. BLDG.,WALL HGT. ]2 FY, BLOC. CAi. I:~HP. OA~. 0~]0(~+35 PSF DL,D 09 ;q[ FROH 0CEANLINE(ASCE7-93). DEFLECTION(IN. ) L.L= 0.00,D.L=0.00,T.L=0.00 P[A'FE8 ARE MIIEK M20-249,200 MANUFACTURED FROM ASTM A 446 GN} A GhLVAHN[ED ST~EL(~>fC~Pl .aS PLATE MUST BE INSTALLED ON EA. FACE OF dOINT,SYNMETRICAL[Y(EXCEPT AS EHOW'4)OE/;IGN_ COF.FO~HS W//*dOo" DESN3N .?n,~-C.., '<' SSBC.ANSI/TPI-95. THiS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEHPORARY' eFfACING(NH!CH iS ALI'4/',YS REQD)CONSUi_T BI_DG i'RCHITECT OR ENGINEER, =-==<<<<ACES-32 Vet. 1.1>>>> Customer : CONTINENTAL Project #: 99538 Span : 5-0 B.Span [ : 5-0 0023'*c I <<<<' '% ;,T ~"~'~;~ -~'- >>=== Tlqu Apr 27 15'25'17 2000 i~.?~ss ID ' C5~A Famil},~ /? : 205 --==Bld(7/9/1998),v1.1 FORCES - GRAVITY LOADS q--2=-134 4-1= 0 2-4= 0 2-3= 0 2-4= 0 PROVIDE FOR 116 LBS UPLIFT AT JOINT 1 (0.71) PROVIDE FOR 185 LBS UPLIFT AT JOINT 3 (1.39) PROVIDE FOR t30 LBS HORiZ. REACTION AT JOINT PLATE OFFSETS (X=LEFT,Y=TOP):[j2=3,2]~ REACT[ObIS - SIZE l ==-~ 63 3, O0 4= 30 3. 3--134 1.50 4×6 - j '13. HL TO PK:5-3-4 L~FT HEIGHT:0-8-2 LOADING (PSF) L D TOP 30 15 ~OTT 0 10 ~_~R.INC.: LUMB = _x ..... TZTIVE STRESSES SPAN: 5-0 RISE'2--4-2 RIGHT HEIGHT' 2-4-2 MAX STRESSES N'[INiMUM %qRADE OF =_,U~iBmR TOP 2-3=0.422 TOP CHORE) 2X~i No~2ND 19 SP BOTT 4-1~0.065 BOT CHORD 2X% No.'ZND 19 SP LL.DEFL ~0=0 00 < L,,/~60 ?'TE~S ~'' . . ~,~4 No.o I q SP t .33 ~A?~ = I ._~3 S~ACING : 24.0 USED b-O. OF MEMBERS = I 7RUSS CHECKED FOR 110 NPH HIND, ENCL.BLDG.,NALL HGT. 12 FT, BLDG. CA-F. I, EXP. CAY. C,1D(7-,.3) PSF DL~O. O0 M~ FROH OCEANLINE(ASCET-93). P2FLECTION(IN.) L.L= O.O0,D.L=O.OO,T.L=O.O0 FLATES ARE MITEK M20-249,200 NANUFACTURED FROM ASTN A 446 GRD A GALVqNiZED SrEEL(EXCEPT AS SItO~,~N) PLAiE FIUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY~EXCEPT AS S. IIOWN)E~ESR~N CONFORMS H'/NDS DESTGN SPECS= SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARv BP. ACIHG(WHICFI IS AENAYS REQD)CONSULT OLEG AqCHETECT OR ENGINEER. 2 '1' ---<<<<ACES-32 Ver. 1.1>>>> Customer CONTINENTAL Project # 98538 Span 4-1 0 B. Span -- = Bld(1/21/2000) ,vl. 1 -[~ 000393 ] Truss ID : 4'10 Quant. : < < < <FL-QUALITY-AA> > > > == Tue Feb 8 17:14:27 2000 C4A Family # : 2Q5 2 Top Pitch : 4/12 TOP CHORD BOTTOM CHORD 1-2:0 3-1:0 2-3:0 WEBS REACTIONS - SIZE 1=-360 3.50 3=-45 3.50 2:-204 1.50 4-10 4-~TO ZX4 3 L. HL TO PK'5-1-2 LEFT HEIGHT' 0-3-15 SPAN' 4-10 4-10 4-10 RISE: 1-11-4 RIGHT HEIGHT:l-Il-4 LOADING (PSF) MAX STRESSES L D TOP 1-2=0.432 TOP 30 15 BOTT 3-1-0.Q96 BOTT 0 10 LL.DEFL. [ L/360 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 NO.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = I DEFLECTION(IN.) L.L: O.O0,D.L:O.OO,T.L=O.O0 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYW~qETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESZGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER ..... <<<<ACES-32 Vet. ] .~>>>> ...... [ 002375 ] Customer ' CONTINENTAL Tnu &c,r 27 ]5'24:5] 2000 Project #: 99538 '_R-,russ iD ' C3X Family # ' 205 SPan ' 2-t 1-4 B.Span : 3-0 -?..!_n ..... 3 Tet} Pitch : 4/12 --Sl-d(1/9/1998},v]. ] ==--= ...................................................... FORCES - GRAVITY LOADS REAOiONS - SiZE ]-2=-151 4-1= 0 2-4= 0 ]=-!71 ~.00 2-3= 0 a=-~O 3.00 3-4= 0 3=-/P;i. 1.50 PROVIDE FOR 209 LBS UPLIFT AT JOINT 1 (1,22) PROVIDE FOR 5 LBS UPLIFT AT JOINT 4 (0.55) PROVIDE FOR 105 LBS UPLIFT AT ~OINT 3 (2.36) PROVIDE FOR 89 LBS HORIZ. REACTION AT JOINT ] PLATE OFFSETS (X=LEFT, Y=TOP):[j2=3,2], i_~ HL TO PK:3-1-3 ;,~_,~-=l'm= HEIGHT:0-8-6 SPAN: 2-I 1 -4 LOADING (PSF) MAX STRESSES L D TOP 2-3--0.145 TOP 30 t 5 BOTT 4 - 1 = 0.012 [SOTT 0 10 LL.DEFL. @0=0.00 STR.INC.: LUHB = 1.33 PLATE = 1.33 PEPETITIVE STRESSES USED RISE' 1 -8-2 RIGHT HEIGHT: 1 -8-2 FiINIMUM GRADE OF ~U~'~oP~ TOP u~n~.~t~ 2X4 Nc 2ND 18 SP .DOT CHOND' 2Z4 No, 2ND I 9 SP < L/i~;60 WE~,S '2X4 No, 3 19 SP SPACING ' 24.0 .~n. o. c. NO. C)F I~EI'4BERS =: '! iRtJSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,i'!ALL HGT. 12 FT,BLOG. C,"V, l,F_%qz'. CAT, C, i0(7~3) PSF DL,O. O0 ME FROM OCEANLiNE(ASCE7-93). DF!FI.ECTION(IN.) L.L= O.O0,D.L=O,OO,T.L=O.O0 M A'FES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVA'~IIZEt) ~I-i::EL(EXCEPF AS SHOWN) Pi.A'IE MUST BE iNSTALLED ON EA, FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHONN)DESZGN CONFORMS W/NDS DESZGN SPECS, SSEC~ANSI/TPI-95 Fli[S DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEHPOF,:AF:Y BRACiNG(WHICH IS ALI,JAYS REQD)CONSULT 8LDG ARCtiITECT OR ENGINEER. .... <<<<ACES-32 Vet. I .1>>>> ....... [ 002'380 ] .......... --.<<<<FL.¢UAL!TY-JE>>>> ......... Customer : CONTINENTAB Tnu Apr 21, !5-125-45 2000 Project #: 99538 T'~hss ID ' C3~A Fa!'u. ki_v ~{ : 205 Span : 3-0 B.Span : _~-0 Q~anto ' 1 Top P~tch ' 4/1 2 Bld(7/9/1998),vl. l .......... = FORCES - GRAVITY LOADS Ri:ACTiONS - SiZE I-2=-46 4-I= 0 2-4= 0 i=-57 3~00 2-3= 0 &--lC 3. O0 3 4= 0 3->-45 !.bO PROVIDE FOR 63 LBS UPLIFT AT JOINT 1 (1.lO) PROVIDE FOR 3 LBS UPLIFT AT JOINT 4 (0.33) PROVIDE FOR 107 LBS UPLIFT AT JOINT 3 (2.31) PROVIDE FOR 74 LBS HORIZ. REACTION AT JOINT 1 PLAIE OFFSETS (X=LEFT, Y=TOP):[j2=3,2], L. HL TO PK:3-1-15 T,NFT HEIGHT: 0-8-2 SPAN: 3-0 P~,S'n''I q R l GHT 'HE I GLtT ' 1 - 8 - 2 LOADING (PSF) MAX STRESSES MINiHUH 6~,xDE OF L D TOP 2-3=0 15'! TOP TOP 30 I 5 BOTT 4-1=0 010 ~n, 'CHORD 2"=x ....... r~ D ~. NO 1 9 '99TT 0 1 0 L%. ~. ~-0=0 . 00 ¢ F,,'" ~,~{0 ?{Ti]SS 2,*'~, ~, '~ No . ~ i .a S .... '~3 S'~R.INC.: LUMB-~-'-~'i]3 PLATE = 1 .33 SP~CING ' 24.0 ]_n.. o~ c. ~>FnETITIVE, ,~. STRESSES USED NO. TRUSS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 12 FT,BLDG. CAT. I,EW?. CAI. C, /0(7+3) PSF DL,O. O0 PIi FROM OCEANLINE(ASCE7-93). D.:FLECTION(IN.) L.L= O.O0,D.L=O.OO,T.L=O.O0 F~'!..ATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 44.5 GRD A GALYANZZED STEEL(EXCEPT AS SFiOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOTN-F,SYMMETRICALLY(EXCEPT AS SHOWN)DESiGN CONFORHS W/NDS DESIGN SPECS, SSBC,ANS!/TPt-95 THiS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TE'qPORqRY $RACiNG(;,,HICH IS ALWAYS REQD)CONSULq BLDG ARCHITECT OR ENGINEER. ---<<<<ACES-32 Ver. 1.1>>>> Customer : CONTINENTAL Project #' 98538 Span ' 3-0 B.Span ==Bld(1/21/2000),vl,1 ~P CHORD BOTTOM CHORD WEBS 1-2= 0 3-1= 0 2-3:0 <<<<FL-QUALITY-AA>>>> Tue Feb 8 15'37-47 2000 · C3A Family # :4/12Q52 : ~.. Top Pitch : 000380 ] Truss Quant. ID [ : 3-0 REACTIONS - SIZE 1 :-264 3.50 3=-28 1.50 2=-126 1.50 3-0 2X4 L. HL TO PK:3-1-15 LEFT HEIGHT:0-3-15 SPAN:3-0 RISE'l-3-15 RIGHT HEIGHT'1-3-15 LOADING (PSF) L D TOP 30 15 BOTT 0 10 MAX STRESSES TOP 1-2=0.152 BOTT 3-1 0~734 LL.DEFL. ~ 360 MINIMUM GRADE TOP CHORD 2X4 BOT CHORD 2X4 WEBS 2X4 OF LUMBER No.2ND 19 SP No.2ND 19 SP No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L= O.O0,D.L:O.OO,T.L=O.O0 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SY~qETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC, ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER ...... <<<<ACES-32 Ver. ] .1>>>> ........ [ CusLemer : CONTINENTAL Project #: 99538 Span : 0-11 -4 B.Span : I-0 =Bld(7/9/1998),vl. 1 0027o') I ........... <<<<FL~,~FraL~","' ]E~>~ T ~iu ~ , ~,:2e 45 2000 QL!dn'C. ' 4 Top Pikch ' 4/12 FORCES - GRAVITY LOADS 1-2=-121 4-1= 0 2-4= 0 2-3= 0 3-4= 0 PROVIDE FOR 151 LBS UPLIFT AT JOINT 1 (1,25) PROVIDE FOR 16 LBS UPLIFT AT JOINT 4 (18.54) PROVIDE FOR 26 LBS UPLIFT AT JOINT 3 (7.3t) PROVIDE FOR 38 LBS HORIZ. REACTION AT JOINT l PLATE OFFSETS (X=LEFT,Y=TOP):[j2:3,2], REACtiONS - SIZE 1 =-121 3. O0 4=-1 3.00 3=-4 1.50 SCANNED BUILDING DIVISION L. HL TO PK: 0- 11 - 14 LEFT HEIGHT:0-8-6 SPAN: 0-'I 1 -4 RISE' 1 -0-2 RIGHT HEIGHT:l-0-2 i,OADING (PSF) MAX STRESSES MIN!MUbl GRADE OF LUME, 5iR L D TOP 2-3=0.015 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 4-1=0.000 BDT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL.@O=O.O0 < L/360 WEBS :2X4 No.~3 19 SP :.SRi N i.:-E0 B-z-Ti i- XeP -z-T155 ................................ SPACING .i---i--in24 0 i'iSi-Si REPETITIVE STRESSES USED NO. OF MEMBERS -- '] i-I:USS CHECKED FOR ltO MPH HIND, ENCL.BLDG.,WALL HGT. 12 FT, BLDG. (3AT. I,E/,P. CAT. C,10(7+3) PSF DL,O OO Mi FROM OCEANLINE(ASCE7-93). DEFLECTION(IN.) L.L= O.O0,D.L=O.OO,T.L=O.O0 L%ATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPl AS SHOWN)DESIGN CONFORMS W/NDS DES[GN SPECS, SSBC,ANSI/TPI-95 THiS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPO[~ARY BRACING(WNiCH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 2 7 ---<<<<ACES-32 Ver. 1 .1 >>>> Customer CONTINENTAL Project # 98538 Span 1-0 B. Span ---- = B1 d (1/21/2000), vl. 1 [ 000379 ] Truss ID ' 1-0 Quant. ' TOP CHORD BOTTOM CHORD 1-2= 0 3-1= 0 2-3:-36 WEBS REACTIONS - SIZE 1 =-154 3.50 3=-44 1.50 2 4 CIA Family # : 4~12 ~L~-. Top Pztch : SPAN:l-0 MAX STRESSES RISE:0-7-15 MINIMUM t RIGHT HEIGHT: 0-7-15 GRADE OF LUMBER L. HL TO PK:1-0-10 LEFT HEIGHT'0-3-15 LOADING (PSF) L D TOP 1-2=0.009 TOP CHORD TOP 30 15 BOTT 3-1~0~Q02/ BOT CHORD BOTT 0 10 LL.DEFL. ~ 360 WEBS 2X4 No.2ND 19 SP 2X4 No.2ND 19 SP 2X4 No.3 19 SP STR.INC.: LUMB 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSESUSED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L: O.O0,D.L:O.OO,T.L:O.O0 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANZZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER ..... <<<<ACES-32 Ver. 1 .1 >>>~' [ 002384 it ............ <<<<FL.OUALITY-iE'>>>> Customer - CONTINENTAL '~'"' - - i/ ' .~hu Ap~_ 2 16 05'58 2000 Preject #: 99538 Truss ID ~ GE1A Family ~ ' 201 Span - '7-11-4 Quantity ' '~ Tap Pitch ' 4/12 ::?:~d(7/S/~ 9~a), ~]. ~ ..................................... NOTES: (1)-Gable studs spaced at 24 inches (2)-Brace vertical studs in accordance ¢rJ_th standard gable end detail (3)-Continuous bearing provided aleng entire bottom chard (4)-Previde 1X4 plates at each end or cable shud unless etherwise noted (5)-Truss to be Yully sheathed fram eh6 face, er securely braced against lateral movement (i .e. diagenel web} ~ BUILDING DIVISION 3H4 ax I ..... --- .......... I i,.. HL TO PK:8-4-6 ,. ~I. T HEIGHT: 0-$-6 ~ OADING (PSF) SPAN'7-] I-4 HAX STRESSES RISE.~ 3-4-2 RIGHT HEIGHT' 3-4-2 MINIMUM GRADE DE ' ~L,JMBER" L D ~,'.)P 30 1 5 i%OTT 0 1 0 LL.DEFL.@0=0.00 < : TR.INC.' LUMB = 1.33 PLATE = ] .33 !;~NPETiTIVE STRE~SE~ USED TOP CHORD:2X4 No.2ND ~9 SP -3OT CHORD:2X4 No.2ND 19 SP L/360 WEBS :2X4 No.3 19 SP ...........S_~-RAb!NG ..........: 247 ...... 0 znV ............. o. cZ ............ NO. OF MEMBERS = I ~-?USS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,,WALL HGT. 12 FT, BLDG. CAT. i,EXP, CAT. C, i0(7-,-3) PSF DL,O.O0 MI FROPt OCEANLINE(ASCE7-93). [?.EFLECTTON('fN.) L.L= O.O0,,D.L=O.OO,T.L=O.O0 PLATES ARE MITEK P120-249,200 MANUFACTUREB FROM ASTN A 446 GRD A C-,ALVA~'4~ZED STEEL(EXCEPT AS SHOWN) r-~ ATE MUST BE INSTALLED ON EA. FACE OF dOINT, SYMMETRTCALLY(EXCEPT AS SHOHN)DESTGN CONFORMS N/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 :dXS DESIGN ZS FOR TRUSS FABRICATION ONLY.FOR PERr,4ANENT AND TEMPORARY BRACING(NH'iCH !S ALWAYS REqD)CONSULT BLDG ARCHITECT OR ENGINEER. -:-'=<<<<ACES-32 Vet. 1 .] >>>> ...... ! 00}!383 =- ......... <<<<FL.0UALiTY E>>>> Custemer : CONTINENTAL Thu Apr 27 16'05-26 2000 Project #: 99538 Truss iD ....... ,~_!~'~o_~ Family ~ ' 20] Spa~ ' 6-1 ~-4 Quantity ~ ~ Top P~tch ' 4/] 2 ===81d(l/9/1998),vl,1 ....... ==- .... ======- .... --- ...... :O~ES: q)-Gable studs spaced at -Brace ve~tfcml studs Zn accorded]ce with standard c~ablm e~d detaZ1 -Co~tZ~uous bea~fmg p~ovfded a!o]):] entire bottom dqord -Provide X4 plahes ah each eno o~_ %-aDie s~ud unless o~erw~se noted -Truss te be Yully sheathed frem ens face, er securely braced against lateral mevement (i.e. diagonal web) SCANNED DEC 2 ? 2002 BUILDING DLV-i~ ~ON ...... I j. ,;5 - A A - ,,?: ~!:i '--'_L J. - -% ;,, HL TO Pt{:7-3-~2 :,EFT HEIGHT-0-8-6 SPAN: 6-q q-4 RISE:3-0-2 RIGHT HEIGHT:3-0-2 ]30'~DING (PSF) MAX STRESSES NiNIMOM GRADE OF I,OHBER '-~' 2X4 No.2ND 19 SP L D TO~_ CHORD: :lOP 30 q 5 ~OT CHORD ' 2X4 No. 2ND ~ 9 SP !~O;I'T 0 10 LL.DEFL.@0=0.00 < ]L/360 WE~BS :2X4 No~3 STR.iNC.: LUMB = t .33 PLATE = 1 .33 SPACING : 24.0 Ri~PETITIVE STRESSES USED NO. OF MEMBERS ~'JSS CHECKED FOR 110 NPH MIND, ENCL. BLDG.,klALL HGT. 12 FT,BLDG. CAT. l ..... P. CAT. C,10(7+3) PSF DL,O.O0 IqI FROM OCEANLINE(ASCE7-93). i,:Ft_ECT~ON(TN.) L.L= O.O0,D.L=O.OO,T.L=O.O0 _-,'}-ES ARE M~TEK H20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVMI~ZED S:=S_(E^CEPT AS SF, OI4N) !:':.ATE MUST BE ZNSTALLED ON EA. FACE OF dO~NT,SYMMETRICALLY(EXCEPT 3S ~' 5 ~ ,., .~.,iI~,[)..AGN CONFORHS N/NDS DESIGN SPECS, SSBC,ANSI/TPl-95 Eh: uk ...... BR'AC[NG(Nq[CH iS ALNAYS REqD)COI,.tSULT BLDG ARCHITECT OR ENGINEER. TI':~S DESIGN ]:S FOR TRUSS FABRTCAT]:ON ONLY. FOR PERMANENT AND - ~,-, ---<<<<ACES-32 Vet. 1.1>>>> [ 000384 ] <<<<FL-QUALITY-AA>>>> Customer : CONTINENTAL Tue Feb 8 16:02-21 2000 Project #' 98538 Truss ID : GE2A Family # ' 201 Span : 5-1-4 B.Span · 5-1-4 Quant. · 1 Top Pitch ' 4/12 =:Bld(1/21/2OOO),vl.l== NOTES:(1)-Gable studs spaced at 24 inches o.c. (2)-Brace vertical studs in accordance with standard qable (3)-Continuous bearing provided alonq entire bottom chord (4)-Provide lX4 plates at each end of gable end detail stud unless otherwise noted SCANNED L. HL TO PK:5-4-9 LEFT HEIGHT:0-3-15 5-1-4 SPAN:5-1-4 5-1-4 RISE' 2-1-8 I RIGHT HEIGHT' 2-0-6 LOADING (PSF) MAX STRESSES L D TOP 30 15 BOTT 0 10 LL.DEFL. < L/360 MINIMUM GRADE TOP CHORD 2X4 BOT CHORD 2X4 WEBS 2X4 OF LUMBER No.2ND 19 SP No.2ND 19 SP NO.3 19 SP STR.INC.: LUMB 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSESUSED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L: O.O0, D.L:O.OO,T.L=O.O0 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER NAY1 1 2000 ---<<<<ACES-32 Ver. 1.1>>>> [ 000391 ] - '<<<<FL-QUALITY-AA>>>~-- Customer ' CONTINENTAL Tue Feb 8 17:05:53 2000 Project #' 98538 Truss ID : MV6A Family # Span ' 4-4 B.Span : 4-4 Quant. : 1 Top Pztch ' 2 ::Bld(1/21/2OOO),vl.1 NOTES:(1)-Gable studs spaced at 48 inches c.c. (2)-Brace vertical studs in accordance with standard qable end detail (3)-Continuous bearing provided alonq entire bottom cSord (4)-Provide lX4 plates at each end of gable stud unless otherwise noted 4-4 ~_ r S ED i~ii NG DIVISION 3X4 4-4 L. HL TO PK:4-6-13 LEFT HEIGHT:0-6-11 SPAN:4-4 LOADING (PSF) MAX STRESSES L D TOP 30 15 BOTT 0 10 LL.DEFL. < L/360 RISE'2-0 RIGHT HEIGHT:2-0 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSESUSED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L= O.O0,D.L=O.OO,T.L=O.O0 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF dOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER ===<<<<ACES-32 Ver. 1.1>>>> Customer CONTINENTAL Project # 98538 Span 4-0 B.Span [ 000390 ]- <<<<FL-QUALiTY-AA>>>> Tue Feb 8 16:54:08 2006 Truss ID : MV4A Family # : 2Q1 : 4-0 Quant. : 1 Top Pitch : 4/12 ::Bld(1/21/2QOO),vl.1 NOTES:(1)-Gable studs spaced at 48 inches o.c. (2)-Brace vertical studs in accordance with standard qable (3)-Continuous bearing provided alonq entire bottom c~ord (4)-Provide lX4 plates at each end of gable stud end detail unless otherwise noted 3X4 :3 3~4 SCANNED LDING DIVISION 4-0 I L. HL TO PK:4-2-10 LEFT HEIGHT:0-0 SPAN:4-0 RISE:l-4 RIGHT HEIGHT:l-4 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 B0T CHORD'2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL. < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB 1.33 PLATE = 1.33 SPACING ' 24.0 in. o. c. REPETITIVE STRESSES 1 USED NO. OF MEMBERS = DEFLECTION(IN.) L.L= O.O0,D.L=O.OO,T.L=O.O0 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER ---<<<<ACES-32 Ver. 1.1>>>> [ 000389 ] Customer : CONTINENTAL Project #: 98538 Truss ID : Span : 2-0 B.Span : 2-0 Quant. : ==Bld(1/21/2OOO),vl.1 ....... == --'= ................. = .... TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2= 0 ~1= 0 1 =-94 3.50 2-3:-77 3=-94 3.50 UALITf[2A~>~5!= <<<<FL~e Feb -8 6: :02 2000 MV2A ~ami~y.#. : 291 1 Top FinCh : 4/12 2-0 SCANNED 2002 G DIVISION 2-0 L. HL TO PK:2-1-5 LEFT HEIGHT:0-0 SPAN:2-0 RISE'0-8 RIGHT HEIGHT:0-8 LOADING (PSF) MAX STRESSES MINIMO~:~RA~E OF LOM~ER L D TOP 1-2=0.059 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 3-1 0LQ!3/B SOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL. ~ 60 WEBS :2X4 No.3 19 SP 2-0 STR.INC.: LUMB 1.33 PLATE 1.3~ SPACING : 24.0 in. o. c. REPETITIVE STRESSESUSED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L= O. O0,D.L:O.OO,T.L=O.O0 PLATES ARE MITEK M20-249,200 ~ANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER ===<<<<ACES-32 Ver. 1 .1>>>> Customer : CONTINENTAL Project #: 98538 Span : 7-1 -12 B.Span =----Bld(1/21/2OOO),vl.l== - TOP CHORD BOTTOM CHORD WEBS l-2=-606 4-1= 588 2-4=-604 2-3= 0 [ 000394 ]-- <<<<FL-QUALITY-AA>>> .... Tue Feb 8 17:22:33 2000 Truss ID : HJ5A Family, #, : 201 · 7-1-12 Quant. ' 1 Top PinCh : 2.83/ REACTIONS - SIZE r:,~,~. 1 =-438 3.50 3:-452 3.50 ~'? ~ C.. 3-4:204 PLATE OFFSETS (X=LEFT,Y=TOP): [j3=3, 3], I1-5 I 3--6-14 3-6-~4 SCANNED DEC 2 7 ~iX6 BUILDING DIVISION 4 3X4 L. HL TO PK:7-4-2 LEFT HEIGHT'0-3-11 SPAN: 7-ltl 2 LOADING (PSF) MAX STRESSES L D TOP 2-3=0.276 TOP 30 15 BOTT 4-1=0.339 BOTT 0 10 LL.DEFL.@4=0.00 7-1-12 7-1-12 RISE:2-0-12 RIGHT HEIGHT:l-Il-15 MINIMUM G~ADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP L/360 WEBS :2X4 No.3 19 SP STR.INC. ' LUMB 1 .33 PLATE = 1 .33 SPACING ' 24.0 in. o. c. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE I 1.33 1.33 UNIFORM 1- 2= 42 2- 3= 121 4- 1= 18 DEFLECTION(IN. ) L.L: O.O0,D.L=O.OO,T.L:O.O0 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER 20OO 204 2.828 .... <<<<ACES-32 VeF. 1.1>>>>= Customer : CONTINENTAL Project #: 99538 Span : 9-9-12 B.Span =B~d(7/9/1998),vl.l FORCES - GRAVITY LOADS REACTIONS - SiZE 5-1= 826 3-1=-868 i--682 3.30 3-5=-866 5-:-773 3.OO i--2=-298 2-3= 0 3-4= 0 4-5=-395 PROVIDE FOR 482 LBS UPLIFT AT JOINT I (0.71) PROVIDE FOR 331 LBS UPLIFT AT JOINT 5 (0.43) PROVIDE FOR 186 LBS HORIZ. REACTION AT JOINT 1 SCANNED DEC 2 7 2002 BUILDING DIVISION F,. HL TO PK'I 0-0-15 LEFT HEIGHT: 0-8-2 SPAN: 9-9-12 !_,OADtNG (PSF) MAX STRESSES L D TOP 3-4=0.757 'FOP 30 15 BOTT 5-1=0.675 BOTT 0 10 LL.DEFL.@0=0.00 STR.INC.' LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED i L~H .~ . - 2 I 4 RIGHT HE'-" ~'~' 2- 1 1 1 4 PflNiMUM GRADE OF LUMBER TOP OHORD'2X4 No.2ND 19 SP '=' ' ~'~a No.2ND 19 SP ,~OT CHORD: z.A_. NO. OF MENBERS := DOTH END VERTICALS ARE NOT EXPOSED. TRLISS CHECKED FOR 110 MPH WIND, ENCL. BLDG.,WALL HGT. 12 FT,BLDG. CA1. I,EXP. C~T. C,10(7+3) PSF DI_,O.OO Hi FROH OCEPNLINE(ASCE7-93). DEFLECTION(IN.) L.L= O.O0,D.L=O.OO,T.L=O.O0 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GAL;/ANZZED Si EEL(EXCEPT AS PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT ?'S SIIOW.N)DESIGN CONFORiiS W/NBS OESIGN SPECS, SSBC~ANSI/TPI-95 IHiS DESIGN IS FOR TRUSS FABRiCA-i ION ONLY. FOR PERMANENT AND TEHPOi:3,,RY BRACiNG(t,!IifCH IS ALWA','S REQD)C:ONSUL¥ BLE:G ARClilTECT OR ENGINEER. ===<<<<ACES-32 Ver. 1.1>>>> Customer : Project #: CONTI Span : 20-0 B.Span ==Bld (1/12/1999) , v1.1 [ 002614 ] Truss ID : 20-0 Quant. : <<<<FL.QUALITY-IK>>>> .......... Tue Oct 10 14:15:27 200~ P1 Family #. : 104 6 Top Pmtch : 2.5/1 FORCES - GRAVITY LOADS 1-2=-3536 5-6= 3454 2-7=-633 2-3=-2953 6-7= 2505 3-7= 560 3-4=-2953 7-1= 3454 3-6= 560 4 -5=-3536 4-6=-633 REACTIONS - SIZE PROVIDE FOR 515 LBS UPLIFT AT JOINT 1 (0.43) PROVIDE FOR 515 LBS UPLIFT AT JOINT 5 (0.43) PROVIDE FOR 42 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT,Y=TOP):[j7=3,2], ii-~a :)-?-13 ) 1~-0 14-4-3 I 20-0 i1-1~ 5-7-13 SCANNED 5-?-13 4-4-3 4-4-3 BUILDING DIVISION 4X4 1X4 1X4 ? 6 5X6 3X4 8-0 4-0 8-0 L. HL TO PK:10-2-9 R. HL TO PK :10-2-9 LEFT HEIGHT:0-3-13 SPAN: 20-0 RISE:2-4-13 RIGHT HEIGHT:0-3-13 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.666 TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOTT 7-1=0.864 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL.@6=0.27 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD, WA3~L HEIGHT 12 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L.(7+3) (SBC). PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLYIEXCEPT AS SHOWN;DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. OC'T 1 1 2.000 ===<<<<ACES-32 Ver. Customer : Project ~: CONTI Span : 11-10 ==Bld (1/12/1999} , vl. 1 t.1>>>> B.Span 002616 ] Truss 11-10 Quant. FORCES - LOAD CASE #i 1-2=-3766 7-8= 0 2-10= 8339 2-3=-7837 8-9= 7837 3-10=-2792 3-4=-10474 9-10= 7837 3-9= 2804 4-5=-10474 10-1= 0 4-9=-1847 5-6=-7837 5-9= 2804 6-7=-3766 5-8=-2792 PROVIDE FOR 1869 LBS UPLIFT AT JOINT 1 (0.49) PROVIDE FOR 1869 LBS UPLIFT AT JOINT 7 (0.49} PLATE OFFSETS {X=LEFT,Y=TOP) : [38=3,2], [j10=4,2], 3-0-6 5-11 I I 2-10-10 <<<<FL. QUAL I TY-~~~ Tue Oct 10 14:20:47 2000 FP Family # : 303 2 Top P!tch : /12 ID : : 3-0-6 6-8= 8339 REACTIONS - SIZE 1=-3795 4 00 7=-3795 4.00 8-9-10 I 11-10 P--10-10 3-0-6 4X? 4X5 3X4 4X5 3 4 5 SCANNED DEC 2 7 2002 BUILDIN,~IVISION , ,.6 1 3X4 10 4X? 9 4X8 8 4X7 7 3-0-6 I I 3-0-6 LEFT HEIGHT: 1-4 5-11 8-9-10 I I 2-10-10 2:-10-10 SPAN: 11-10 RISE: 1-4 11-1o I 3-8-6 RIGHT HEIGHT:l-4 LOADING (PSF) MAX STRESSES MINIMUM GRADE L D TOP 3-4=0.922 TOP CHORD:2X4 TOP 30 15 BOTT 8-9=0.747 BOT CHORD:2X4 BOTT 0 10 LL.DEFL.@9=0.18 < L/360 WEBS :2X4 OF LUMBER No.2ND 19 SP No.2ND 19 SP NO.3 19 SP ==- SPACING : 24.0 in. REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.33 1 . 33 UNIFORM PANEL(PLF) / JOINTS(LBS) 2- 6: 640 7- 1= 20 WEB: 1-2; 6-7 TO BE 2X6 No.2D 19 SP WEB: 2-10; 6-8 TO BE 2X4 No.2ND 19 SP BOTH END VERTICALS ARE NOT EXPOSED. 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 4 in. o.c.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 12 in. o.c(BOTT. CHS.) For Webs use 1 ROW of NAILS 12 in. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD, WALL HEIGHT 12 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (7+3) (SBC). PLATES ARE MITEK M20~249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,~NSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. OCT 1 1. ZO O ===<<<<ACES-32 Ver 1.1>>>> ...... [ 002615 ] ....... <<<<FL.QUALITY-IK>> .... . Tue Oct I0 14:18:23 2000 Customer : Truss ID : PGE Family ~. : 104 Project #: CONTI Top Pitch 2 5/1 Span : 20-0 B.Span : 20-0 Quant. : 1 '___ =----Bld [1/12/1999) ,vl- 1= = ~--~ = ~-~=---- =---- ~--'~ = ~-~-- FORCES - G~-AVITY LOADS REACTIONS - SIZE i-2=-3536 5-6= 3454 2-7=-633 1=-1192 4.00 5 = - 1192 4 . 00 2-3=-2953 6~7= 2505 3-7= 560 3-4=-2953 7-1= 3454 3 6= 560 4-6=-633 4-5=-353~ PROVIDE FOR 515 LBS UPLIFT AT JOINT 1 (0.43) PROVIDE FOR 515 LBS UPLIFT AT JOINT 5 (0.43) PROVIDE FOR 42 LES HORiZ. REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT,Y=TOPI : [j7=3,2] , ~1-~ 5-?-13 I 10-0 ] 14-4-3 I 20-0 5-?-13 4-4-3 4-4-3 5-?-13 12-~ | 8-9 4-~ L. HL TO PK:10-2-9 LEFT HEIGHT:0-3-13 SPAiq:20-0 ~ING (PSF) MAX STRESSES L D TOP 1-2=0.666 TOP 30 15 BOTT 7-1=0.864 BOTT 0 10 LL.DEFL.@6=0.27 < L/360 ~.INC.: LUMB = 1.33 PLATE = 1.33 2e-~ -I I 8-~ R. HL TO PK :10-2-9 RISE:2-4-13 RIGHT HEIGHT:0-3-13 ================================ MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. 1 REPETITIVE STRESSES USED NO. OF MEMBERS = NOTE: BRACE VERTICAL STUDS IN ACCORDDaNCE WITH THE STANDARD GABLE END DETAIL, CONN. W/1X4 PLATES AT EACH END. TRUSS HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD, WALL HEIGHT 12 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L.(7+3) (SEC). PLATES ARE MITEK M20-249,200 FLAN-OFACTL~RED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF jOiNT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS F~33RICATION ONLY.FOR PERMANENT ~2qD TEMPORARY BRACINGIWHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER.