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Home My WebLink AboutBLD2004-00663 ENR LT 1-21-08.TIFJan 21 2008 10:24AM TAYLOR a VIOLA 8283221801 p.1 TAYLOR AND VIOLA STRucTURAL ENGINEERS a o J. KIRK VIOLA, P.E. JAmm S. TATS, P.E. January 21, 2008 Mt.wayne. Chapman Benco Steel, Inc. Hickory, North Camlma 28601 RE: Lain WcWbg and Maintenance Young Resklenoe - G=W Slab Catawba eou ty, NC neat Mr. ehapman: JASON M. BEEP, P.E. Per you requert we have dedgme d the 12!4r X 12'4" grage floor dock in question. The floor slab eon of a 4" WW conmrle slab over 1.5C — 22ga metal deer with #5 rein6ncing bars at I2'° oft each wary. The deco syst= is supported by (3) W 1Oa22 beams spaced equally along the 12' dhection and spans appmaaeaately 12'4 The gage floor system as described is adequme to support the m m m m*ccipated fi= loa& Fudhermore, we have designed the 7 liniel beam that supports the end bearing of the garage slab. The Lintel slsall be a W8x21. If you hrm my questions or need fardier assistance, please call us. Sincerely, TAYLOR & VIOLA ST)RUCT'URAL BNr[ 1BEB8, P.C. Jason M. Reep, PE 38 SEAL^ _ 097874 I •• Mr. +� P.O. Box 7.616.231 13TH AVE. PLACE N. W.. NoxTHWEST PROFESSIONAL PARK HICKORY, Noian CAR OLINA 28603 • TP,LB PHONB; (828) 323 -6331 • FAX: (828) 322 -1801 AA Hickory Truss & Components Co. i ! Hickory Location: Mooresville Location: HICKORY 1400 16th Street NE - PO Box 1790 752 North Broad Street - PO Box 207 TRUSS & Hickory, NC 28603 Mooresville, NC 28115 ORWOKEN CO. Phone: 82 8-328 -2055 ' 800 - 968 -0758 ' Fax: 828- 328 -2425 Phone: 7044%4 -1848' 800 -495 -1277' Fax: 704.864-6394 — Customer Information: Name: Contact: Cash In Advance Address: City, State, Zip: Protect in��, maEO,n Name: Young Job Address: Region: 1092 Orchard Knolls Ct. CATAWBA City, State, Zip: Newton, NC Salesman: Notes: Loading: Hickory Truss Designer: Purchase Order. Andrew Shook L] A I AIpYn EronwM Pmdudf, lrw WoodTruss Qty Span Description Pitch OHL TIC Size Truss Truss Notes TCBC OHR BC Size 8 02 -04 -07 T1 8/0 00 -00 -00 2x4 00 -00 -00 2x4 4 08 -10 -00 T8 5.66/0 00- 00-00 2x4 00 -00-00 2x6 8 04 -04 -07 T2 8/0 00 -00 -00 2x4 00 -00 -00 2x4 22 06 -04 -00 T9 8.0010 00-00 -00 2x4 00-00 -00 2x4 2 32 -08 -00 TG 1 8/0 00 -00 -00 2x4 2 - Ply 00 -00 -00 2x6 2 32 -08 -00 T3 8/0 00 -00 -00 2x4 00 -00 -00 2x4 2 32 -08 -00 T4 8/0 00 -00 -00 2x4 00 -00 -00 2x4 2 32 -08 -00 T5 8 /.O 00-00 -00 2x4 00 -00-00 2x4 2 32 -08 -00 T6 8/0 00 -00 -00 2x4 00 -00 -00 2x4 7 32 -08 -00 T7 8/0 00 -00 -00 00 -00-00 2x4 2x4 zi<�>N Page 1 of 2 I - Net Total $2,450.00 Tax of 7% $171.5 Grand Total $2,621.50 I accept the price on this proposal and I authorize HICKORY TRUSS COMPONENT CO. to draw placement diagram and to manufacture trusses. Price may vary pending final job approval. Customer Acceptance HomeBASE by Alpine TOTAL BID PRICE SHOWN IS VALID FOR 14 DAYS Date EIC Acceptance Page 2 of 2 Date � Y 42` O l'J �e 4 2 Total Truss Ouontity = 61. Roof Plane Sheathing Area = 1754 s9. Ft Total Sheathing Area = 1754 s9. Ft Ridge Cap Material = 12 linear Ft Hip Ridge Material = 102 linear Ft 'I M 0 l'J 41 1' o CY) O 0 Z E 0 In D U JOB N0: 61005577 PAGE N0: 1 OF 1 p Fv M moil al low min t 'MEN min moil 111.11 mail min Elm= =mM sin= mo min moil min= moil min"= OWN IN �e 4 2 Total Truss Ouontity = 61. Roof Plane Sheathing Area = 1754 s9. Ft Total Sheathing Area = 1754 s9. Ft Ridge Cap Material = 12 linear Ft Hip Ridge Material = 102 linear Ft 'I M 0 l'J 41 1' o CY) O 0 Z E 0 In D U JOB N0: 61005577 PAGE N0: 1 OF 1 J00- tbluuJJ //1 UUSTomer INameTounq Job i I 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP Sot chord 2x4 SP #2 #2 90 mpph wind, CAT II, EXP 9.23 ft mean hgt, ASCE 7 -98 CLOSED bldgq, Located anywhere In roof, 8, TC DL -5.0 6C DL -5.0 Webs 2x4 SP #3 OUR.FAC. wind psf, wind psf. Purlins are shown to indicate required spocinqq onlyy Purlin size, grade, N. Designer TYPE jack orientation and placement sholI comply with Building s requirements. 8 " 15 ---I I- -- 1'5"12 — i � R@=vf55"=180# NAILED 1 .' I 3 "12 i 3'8' 3'1 "8 1.5X3 Rv =339# U =180# W =3 "8 Rv - -71# U =180# NAILED DESC. = TI PLT. TYP. -WAVE I►�i '' =r;KORY TSS & vnrr ca 182 -32S -2055 TP I 1995 (STD) OTY= 8 TOTAL= 8 PLEASE REVIEW ALL DIMENSIONS, SPANS, PITCHES, OVERHANGS, LOADS ETC. HICKORY TRUSS & COMPONENTS CO. IS NOT RESPONSIBLE FOR ANY CHANGES MADE WITHOUT WRITTEN NOTIFICATION PRIOR TO PRODUCTION. YOUR SIGNATURE INDICATES YOUR ACCEPTANCE OF THESE DRAWINGS AS THE FINAL SPECIFICATIONS FOR MANUFACTURE. ❑ APPROVED AS DRAWN. ❑ APPROVED AS NOTED. SIGNED: DATE: REV. 7.01.0421.11 SEO = SCALE 41044 = 1.3476 TC LL TC DL BC OL BC LL TOT.LD. 25.Opsf REF lO.Opsf DATE 10.Opsf 0.O psf 45.0 sF 05 -05 -2004 DRWG ADS 0/A LEN. 20407 OUR.FAC. 1 . 15 SPACING 24.0" TYPE jack J00= 1b1UU55 //J GusTomer NomeYounq Job / ld Top chord 2x4 SP #2 'Bot chord 2x6 SP #1 Dense Webs 2x4 SP #3 90 mph wind 15.00 Ft mean hGt, RSCE 7 -98, CLOSED bldg, not located within 4.50 Ft From roo� edge, CRT II, ERP B, wind TC DL 5.0 psf, wind BC DL -5.0 psF. Purlins ore shown to indicate required spocinqq only Purlin size, grade, orientation and placement sholI comply with tfie Building Designer s requirements. 2X4 (D1) T 3"12 IRIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROG SPECIAL LOADS -- --(LUMBER OUR.FAC. -1.15 / PLATE DUR.FAC. -1.1S) TC From 70 PLF at 0.00 to 70 PLF at 8.83 BC - From 20 PLF at 0.00 to 20 PLF at 8.83 TC -109 LB Conc. Load at 3.33 TC 139 LB Conc. Load at 6.15 BC -143 LB Conc. Load of 3.33 BC 22 LB Conc. Load at 6.15 Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. -109# 139# �- -- 3 ' 3 + -2 -- --#- -- 2 ' 8 "2 —� 4'8"15 4'1 "1 in 8'1 "8 t 224 -143# Rv =375# U =224# W =4"15 PLT. TYP.TWAVE &2 1147 SS & rliEMT ca 020.320.2080 VG 704041000 Rv =328# U =180# TPI1995 (STD) OTY= 4 TOTAL= 4 PLEASE REVIEW ALL DIMENSIONS, SPANS, PITCHES, OVERHANGS, LOADS ETC. HICKORY TRUSS & COMPONENTS CO. IS NOT RESPONSIBLE FOR ANY CHANGES MADE WITHOUT WRITTEN NOTIFICATION PRIOR TO PRODUCTION. YOUR SIGNATURE INDICATES YOUR ACCEPTANCE OF THESE DRAWINGS AS THE FINAL SPECIFICATIONS FOR MANUFACTURE. ❑ APPROVED AS DRAWN SIGNED: ❑ APPROVED AS NOTED. DATE: TRUSS MFR'S REV. 7.01.0421.11 SCALE = 0.4764 TC LL TC DL BC DL BC LL TOT.LD. 25.OPsf 10.0pSF 10 - 0PSF 0.O PsF 45 - 0 sF REF DATE 05- 05-2004 DRWG ADS 0/A LEN. 81000 DUR . FAC . 1 . 15 SPACING 24.0" TYPE hi _'ack f�2'0 "6 6'9 "10 m 8.10.. Job: Lb1UU55 //1 UUSTomer NomeToun Job / IC THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 90 mph wind, 9.89 Ft mean hgt, RSCE 7 - CLOSED bldg, Located anywhere in rooF 'Bot chord 2x4 SP #2 CRT I, EXP 8, wind TC OL -S.0 psF, wind �C OL -S.0 ps Webs 2x4 SP #3 Purlins are shown to indicate required spacingq only Purlin size, grade, orientation and placement shall comply with tfie Building Designer s requirements. I 2' 8 "15� —�� - — 1'5 "12 2' 10"11 Rv=69# 180# NAILED 11' 1. 2X4 (D1) - 3 %2 I 3'1 "8 Rv =11# U =180# NAILED DESC. = T2 PLT. TYP. -WAVE r ZORY Vss 02" ca 22&328-205, NC, 79""1 ! TPI1995 (STD) OTY= 8 TOTAL= 8 PLEASE REVIEW ALL DIMENSIONS, SPANS, PITCHES, OVERHANGS, LORDS ETC. HICKORY TRUSS & COMPONENTS CO. IS NOT RESPONSIBLE FOR ANY CHANGES MADE WITHOUT WRITTEN NOTIFICATION PRIOR TO PRODUCTION. YOUR SIGNATURE INDICATES YOUR ACCEPTANCE OF THESE DRAWINGS AS THE FINAL SPECIFICATIONS FOR MANUFACTURE. ❑ APPROVED AS DRAWN. ❑ APPROVED AS NOTED. SIGNED: DATE: REV. 7.01.0421.11 SEO = SCALE 41046 = 0.7906 TC LL TC DL BC DL BC LL — TOT.LD. 25.Opsf 10.Opsf lO.OpsF 0. O psf 45.0 sf REF DATE 05 -05 -2004 DRWG ADS 0/A LEN. 40407 DUR. FAC. 1 . 15 SPACING 24.0" TYPE jack 4'4"7 1.5X3 Rv =313# U =180# W =3 "8 J0b:lb1UU55 //J Customer NameToung Job./ IG1 Top chord 2x4 SP #2 Dense •Bot chord 2x6 SP #1 Dense Webs 2x4 SP #3 SPECIAL LORDS -- - - -- (LUMBER OUR.FAC. =1.15 / PLATE OUR.FAC. =1.15) -TC From 70 PLF at 0.00 to 70 PLF at 32.67 BC - From 20 PLF at 0.00 to 20 PLF at 32.67 TC 141 LB Conc. Load at 6.40, 8.40, 10.40, 12.40, 14.40 16.33, 18.27 20.27, 22.27, 24.27, 26.27 BC 374 L6 Conc. Load at 6.33, 26.33 BC - 46 LB Conc. Load at 8.40, 10.40, 12.40, 14.40, 16.33 18.27, 20.27, 22.27, 24.27 Deflection meets L/360 live and L/240 total load. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required NAILING SCHEDULE: (12d -box.nalls) TOP CHORD: 1 ROW 0 12" o.c. BOT CHORD: 1 ROW 0 12" o.c. WEBS : 1 ROW 0 4" o.c. USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 90 mph Wind 15.00 Ft mean hqt, ASCE 7 -98, CLOSED bldg, not located within 4.50 Ft From roo� edge, CRT II, EXP B, wind TC DL -5.0 psF, wind BC OL =5.0 psF. Purlins are shown to indicate required spacin only Purlin size, grade, orientation and placement shall comply with tRe Building Designer s requirements. In lieu of structural panels use purlins to brace all Flat TC 0 24" OC. 141# 141# 141# 141# 141# 141# 14 14� 14? 14 + 14 2' 2' 2 2' 6'4"12 20 6'8" 6'8" 6'8" 6'4" -� Fn — T -- t --- 41 T co 3X4 (I X12 32'8" N � C Y + ♦ + 374iv 46# 46# 46# 46# 46# 46# 46# 46# 46> im3 1 Rv =2825# U =637# W =3 "8 Rv =2825# DESC. = TG1 PLT. TYP. -WAVE KORY 'USS & mien r as C -29--29-2035 TPI1995(STD) OTY= 2 PLIES= 2 TOTAL= 4 PLEASE REVIEW ALL DIMENSIONS, SPANS, PITCHES, OVERHANGS, LORDS ETC. HICKORY TRUSS & COMPONENTS CO. IS NOT RESPONSIBLE FOR ANY CHANGES MADE WITHOUT WRITTEN NOTIFICATION PRIOR TO PRODUCTION. YOUR SIGNATURE INDICATES YOUR ACCEPTANCE OF THESE DRAWINGS AS THE FINAL SPECIFICATIONS FOR MANUFACTURE. ❑ APPROVED AS DRAWN SIGNED: ❑ APPROVED AS NOTED. DATE: 4 (D1) m U =637# W =3 "8 SEO = 41048 REV. 7.01.0421.11 SCALE = 0.2243 TC LL 25.Opsf REF TC DL lO.OpsF DATE 05 -05 -2004 BC DL lO.OpsF DRWG BC LL 0.O psF ADS TOT.LD. 45.0 sF 0/A LEN. 320800 DUR. FAC. 1 . 15 SPACING 24.0" ITYPE hips N N ��-- -- 4 4 ' 10 " 4 Job:(b1UUbb //J Customer NameYoun9 Job / ld Top chord 2x4 SP #1 Dense •Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 In lieu of structural panels use purlins to brace all Flat TC 0 24" OC (.Deflection meets L/360 live and L/240 total load. 8' 4• "I '-- -4'0 "G — '-- 4'3"10 — 8' r 0 M j3X4 (D =12 N Hn —f 6' 10 —� Rv =1470# U =180# W =3 "8 DESC. = T3 PLT. TYP. -WAVE "K RY 'USS & I KEWr a11 t, rya ttssoss VC, 70ti4416M 16' . X3 DT 1'13 <4 (D1) N �-6' 10 "4 32'8 Rv =1470# U =180# In W =3 "8 TPI 1995 (STD) OTY= 2 TOTAL= 2 PLEASE REVIEW ALL DIMENSIONS, SPANS, PITCHES, OVERHANGS, LORDS ETC. HICKORY TRUSS & COMPONENTS CO. IS NOT RESPONSIBLE FOR ANY CHANGES MADE WITHOUT WRITTEN NOTIFICATION PRIOR TO PRODUCTION. YOUR SIGNATURE INDICATES YOUR ACCEPTANCE OF THESE DRAWINGS AS THE FINAL SPECIFICATIONS FOR MANUFACTURE. ❑ APPROVED AS DRAWN. ❑ RPPROVEO AS NOTED. SIGNED: DATE: - 4e , 1 „ 8 REV. 7.01.0421.11 SEO = SCALE 41049 = 0.2243 TC LL TC DL BC DL BC LL — TOT.LO. 25.Opsf 10.OpSF 10.0pSF 0. O PSF 45.0 sF REF DATE 05 -05 -2004 DRWG ADS 0/A LEN. 320800 DUR . FAC . 1.15 SPACING 24.0” ITYPE hips [HIS DWG. PREPHREU UY ]HE HLPINE JUd UESIGNER PROGRHM FRUM IKUSS MFK S LHYUUT 90 mph wind 11.22 Ft mean hqt, ASCE 7 -98, CLOSED bldg, not located within 4.50 Ft from roo� edge, CAT II, ERP B, wind TC DL -5.0 psf, wind BC DL -5.0 psF. Purlins are shown to indicate required spocin onlyy Purlin size, grode, orientation and placement shall comply with tAe BuTlding Designer s requirements. I- 8' " 8' 4'3 "10 - - l -4'0 "6 ---- } 4 Top chord 2x4 SP #2 ,Bat chord 2x4 SP #2 Dense Webs 2x4 SP #3 In lieu of structural panels use purlins to brace oil flat TC 0 24" OC �= —10 - _i 12' �--5'0 -- - - -5'3 6' - -� i 3 DT -1"13 N t\ 3X4 (D =12 4 (D1) N N B'10 "4 8' 10"4 -I -, -y N Rv =1470# U =180# W =3 "8 32 8 Rv =1470# U =180# 'a W =3 "8 DESC. - T4 PLT. TYP. -WAVE I �� rK RY -oUSS & *iNIM CO. ,C, 828-726206 6 TPI1995 (STD) OTY= 2 TOTAL= 2 PLEASE REVIEW ALL DIMENSIONS, SPANS, PITCHES, OVERHANGS, LORDS ETC. HICKORY TRUSS & COMPONENTS CO. IS NOT RESPONSIBLE FOR ANY CHANGES MADE WITHOUT WRITTEN NOTIFICATION PRIOR TO PRODUCTION. YOUR SIGNATURE INDICATES YOUR ACCEPTRNCE OF THESE DRAWINGS AS THE FINAL SPECIFICATIONS FOR MANUFACTURE. ❑ APPROVED AS DRAWN SIGNED: ❑ APPROVED AS NOTED. DATE: REV. 7.01.0421.11 SEO = SCALE 41050 = 0.2243 TC LL TC DL BC OL BC LL TOT.LD. 25.OpsF 10 .OpsF io.OpsF 0.O psF 45.0 sF REF DATE 05 -05 -2004 DRWG ADS 0/A LEN. 320800 OUR . FAC. 1 . 15 SPACING 24.0" TYPE hips THIS OWG. PREPRREO BY THE HLPINE JOB DESIGNER PROGRHM FROM TRUSS MFR'S LRYOUT 90 mph wind 11.88 ft mean h qqt, ASCE 7 -9B, CLOSED bldg, not locoted within 4.50 Ft From roo� edge, CRT II, EXP 8, wind TC OL -5.0 psf, wind BC OL -5.0 psF. Purlins are shown to Indicate required spacingq only Purlin size, grade, orientation and placement shall comply with tFie Building Designer s requirements. 10'4' 6' 5'3 "9 A . 5'0 --� i Jot).i.blUUnn //J LusTomer NameToun Job / to To chord 2x4 SP #2 .8ot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins are shown to indicate required spacingq only Purlin size, grade, orientation and placement shoiI comply with tFe Building Designer s .requirements. r\ co m 3X4 (D i.2 4 (D1) N N 4 ' 8 .. 4.8 ..4��1 I � L , Rv =1551# U =180# W =3 "8 32 8 Rv =1552# U =180# Ln W =3"8 DESC. = T5 PLT. TYP. -WAVE PV ORY IWO & ME= 0a Z, na.azs"U NC, 7044144-1.4 TPI1995(STD) OTY= 2 TOTAL= 2 PLEASE REVIEW ALL DIMENSIONS, SPANS, PITCHES, OVERHANGS, LORDS ETC. HICKORY TRUSS & COMPONENTS CO. IS NOT RESPONSIBLE FOR ANY CHANGES MADE WITHOUT WRITTEN NOTIFICATION PRIOR TO PRODUCTION. YOUR SIGNATURE INDICRTES YOUR ACCEPTANCE OF THESE DRAWINGS AS THE FINAL SPECIFICATIONS FOR MANUFACTURE. ❑ APPROVED AS DRAWN. ❑ APPROVED AS NOTED. SIGNED: DATE: —( V ' 1 "8 REV. 7.01.0421.11 SEO = SCALE 41051 = 0.2243 TC LL TC DL BC DL BC LL TOT. LO. 25.OpSf 10.OPSC 10 .OpSF 0.O pSF 45.0 sF REF DATE OS -05 -2004 DRWG ADS 0/A LEN. 320800 OUR . FAC . 1 . 15 SPACING 24.0" TYPE hips THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 90 mph wind 12.55 Ft mean hqt, ASCE 7 -98, CLOSED bldg, not located within 4.50 Ft from roo� edge, CAT II, HP B, wind TC OL -5.0 psf, wind BC OL -5.0 psF. (A) Continuous lateral bracing equally spaced on member. In lieu of structural panels use purlins to brace all Flat TC 0 24" OC. 20 psF additional BC live load check per BOCA 1606. 1 12'4" 12'4" -I 6 . 2 6 . 2 .. 'T� 4 . � 4 . 6 . 2 .. 6 . 2 .. T 'T 4 DT -1 "13 ,�, Job:lb1UUbb //1 Customer NameYounq Job / Ib Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins are shown to indicate required spocingg onlyy Purlin size, grode, .orientation and placement shall comply with tFe BuTlding Designer s requirements. 0 m 3X4 (C X12 Rv =1470# DESC. = TG PLT. TYP. -WAVE K RY tuns & llmmff ca `C, 928428 -ZOU NC, 7"46&1"8 T HIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 90 mph wind 13.22 Ft mean hGt, RSCE 7 -98, CLOSED bldg, not located within 4.50 Ft from roo� edge, CAT II, RP 8, wind TC OL -5.0 psf, wind BC OL -5.0 psF. (A) Continuous lateral bracing equally spaced on member. In lieu of structural panels use Purlins to brace all flat TC 0 24" OC. ** WARNING! Mid -ponel deFlections excessive ** Truss has vertical deflection of 0.24" due to live load and 0.10" due to dead load. Creep increase Factor For dead load is 1.00. 14'4" -I r 14'4" -- - - 7'2" i 7'2 - 4. L 7 ' 2 '. 7'2" -- -� DT -1 "13 TP11995 (STD) OTY= 2 TOTAL= 2 PLEASE REVIEW ALL DIMENSIONS, SPANS, PITCHES, OVERHANGS, LORDS ETC. HICKORY TRUSS & COMPONENTS CO. IS NOT RESPONSIBLE FOR ANY CHANGES MADE WITHOUT WRITTEN NOTIFICATION PRIOR TO PRODUCTION. YOUR SIGNATURE INDICATES YOUR ACCEPTANCE OF THESE DRAWINGS AS THE FINAL SPECIFICATIONS FOR MANUFACTURE. ❑ APPROVED AS DRAWN. ❑ APPROVED AS NOTED. SIGNED: DATE: 4 (D1) W =3"8 — 08'1"8 REV. 7.01.0421.11 SEO - SCALE 41052 = 0.2152 TC LL TC DL BC DL BC LL TOT.LD. 25.Opsf lO.OpsF 10.0psF 0.O psF 45.0 sF REF DATE 05 -05 -2004 DRWG ADS 0/A LEN. 320800 DUR . FAC . 1. 15 SPACING 24.0" TYPE hips N N 5 "4 �--- 5 ' 8"4 32 =180# W =3 "8 8 Rv =1470# U =180# - Job :lb1UUbb //J CUSTomer NomeYounq Job / I/ Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :W4 2x4 SP #2: Purlins are shown to indicate required spaaln andy Purlin size, grade, ,orientotion and placement shall comply with tFe Building Designer s r\ N 3X4 (( - 7'>.2 N �-�- -- 6' 11 "3 --� Rv =1470# U =180# W =3 '8 DESC. = T7 PLT. TYP. -WAVE I MCM GK RY WSS & ,WENT Co. s, 61u1a2QU X NC, 7"4"1"9 4 (DI) N �— 6'11 "3 --� -i �Ln 32 8 Rv =1470# U =180# N W =3 "8 TPI199S (STD) OTY= 7 TOTAL= 7 PLEASE REVIEW ALL DIMENSIONS, SPANS, PITCHES, OVERHANGS, LORDS ETC. HICKORY TRUSS & COMPONENTS CO. IS NOT RESPONSIBLE FOR ANY CHANGES MADE WITHOUT WRITTEN NOTIFICATION PRIOR TO PRODUCTION. YOUR SIGNATURE INDICATES YOUR ACCEPTANCE OF THESE DRAWINGS AS THE FINAL SPECIFICATIONS FOR MANUFACTURE. ❑ APPROVED AS DRAWN. ❑ APPROVED AS NOTED. SIGNED: DATE: -- *8'1 "8 REV. 7.01.0421.11 SEO = SCALE 41053 = 0.2048 TC LL TC DL BC DL BC LL TOT.LD. 25.OpSf 10 - 0pSf lO.OpSf 0.O pSf 4S.0 Sf REF DATE 05-OS -2004 ORWG ADS 0/A LEN. 320800 DUR . FAC . 1 . 15 SPACING 24.0" ITYPE comn _THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 90 mph wind 13.88 Ft mean hqt, ASCE 7 -98, CLOSED bldg, not located within 4.50 Ft from root' edge, CAT II, ERP B, wind TC DL -5.0 psf, wind BC DL -5.0 psf. (A) Continuous lateral bracing equally spaced on member. ** WARNING! Mid-poneI deflections excessive ** Truss has vertical deFlection of 0.34" due to live load and 0.13" due to dead load. Creep increase factor For dead load is 1.00. 16'4" 16'4" I- - 8'4 - i - 7' 11 "1 7' 11 "1 -i - 8' 4"15