HomeMy WebLinkAbout2726 BARNSTORMER ST - 03 - SPECIAL INSPECTIONS - 3/24/2021UFP Lafayette, LLC
it Ilniverrol l'•'orem: Prod um· C<rmpan y
March 24, 202 1
To W h om It May Concern:
Please note the fo ll owin g regarding gable truss A 15G provided to Hartford Homes Inc . by UFP Lafayette,
LLC for th e buildi ng under c onstruction a t 2726 Barnstormer Street, Fort Collins, Colorado.
#3
Based solely on th e visual inspection of the A 15G trnss repair photog raphs provided to UFPI , Lafayette
by Hartford H omes, it d oes appea r that t h e OSB gu ssets are placed in accordance with the sealed repair
drawing date d March 24, 2021. Please note that the OSB gusset nailin g requiremen ts cannot be verified
w ith the s u pplied repair photographs.
If you have a ny qu esti ons or if we may assist you furt her in thi s matte r, p lease feel free to contact u s.
Sincerely,
~_.......,_. ...... ------Jose ph L. Nei lson . P.E.
P.S . Based on th e add itional p hotogra p hs provided to UFP Lafayette, LL~o n 5/1 1/2021 , it does appear
that th e OSB gusset n ailing does me e t th e requirements of the re pair drawing for truss A 15G dated 3/24/20 2 1.
1201 E. South Boulder Road Lafayette, CO 8002<>-2029 303.66<>.6800 phone 303.666.512: 05/11/2021
AU REPAIR LUMBER IS HEM-FIR#2 or BffiER MIN. U.N.O. "GUSSETS" ARE'. APA PERFORMANCE RATED STRUCTURAL USE PANELS, EITHER RATED SHEATHING OR STURO-! FlOOR, AND EITHER PLYWOOD OR OSEI, U.N.O. ( THiS OR.-\li11.'G !S PRfMllffi SO!..EI.Y >S Nl ~1!00, W!TiiOl1f Oll!JGl,IDN DI! ®RGE. UFP IJFAYEJTE, U.C f6C!,IJYS >Nt RE~ FOR THE SUiTABli.IiY 00/0R COST Of DUAYS DUE TO THE UI.TlW,.'lE aECIJOOff Of THIS RtPAJR.-) = """"' AT 20 LOCATIONS SHOWN ATTACH 15/32" OSB GUSSET TO INTERIOR SIDE NS SHOWN. NAIL TO TOP AND BOTTOM CHORDS W/ (2) 1-1/2" LONG 10d NAILS STAGGERED AND SPACED AT 3" O.C., NAIL TO LET-INS AND WEBS W/ (1) 1-1/2" LONG 10d NAILS STAGGERED AND SPACED AT 3" O.C. ----SCAB A 4' LONG 2X6 TO INTERIOR SIDE CENTERED ON BREAK AS SHOWN. NA.IL W/ (2) 3" LONG 10d NAILS STAGGERED AND SPACED AT 3" O.C. N__.......----_n----T1 ±17+-2'-3"-I ,._ V7' .,:__i ,._,. AA t.,,.:t ;---_j _t_ rr----..,--.._,___AB ,i-1--,·-,·--i AC DAE ~FAG 'tH{1}'tilllf II ~~ .AH AI ,,.:'-f-.-..,,. /Al 130 BN BM BL BK BJ BI BH BG BF BE Bi!_j.B[:-1.'?B/BA AZl-6-_Y ~/ f'i-'!.IAU AT A "'+----1S'-o" LET-IN 2X6 (NEED NOT Bl:: CONTINUOUS)----1 20·-o· L£T-JN 2X6 {NttO NOT BE CONTINUOUS)----"--~-" ,., AT 2 LOCATIONS SHOWN CUT AND REMOVE 16' LONG DAMAGED SECTION AND 20' LONG DAMAGED SECTION FROM BOTTOM CHORD AND LET-IN SNUG 2X6 REPLACEMENTS AS SHOWN. SQUARE CUT BOTH ENDS FOR SNUG FrT. AT 4 LOCATIONS SHOWN LIT-IN SNUG 2X4 REPLACEMENT FOR BROKEN OFF VERTICALS AS SHOWN. SQUARE CUT LOWER END FOR SNUG F'IT. LOADING (psh SPACi:NG-2-0-0 I CSI, I DEFL in( lee) I/clef! u. I Pt.ATES G.~IP TCLL 30. 0 J>lo.te:-Grip DOL I, 15 TC 009 VertCLD 0, 00 A "" 120 ITT20 197/1◄4 C Roof Sno.-=30. 0) TCDL 8.0 LUl"lber DDL !. 15 ,c o. 05 Vel"'t(CT) 000 A o/e 120 BCLL 00 Rep Stress I nc:r YES WB 0 12 Horz<CD 0.01 AR o/n n/n ]tCD!.. LO Cocle IRC2018/TPI2014 Mo.irl)<-R \/eight• 498 m:, = 10,: REACTI□liS. All beo.rlngs 56-0-0. ( ti>) M:t)< Herz B=-321( LC 13) Mo.X Uplrft Atl 1.1pl1f-t 100 tb or less o.t Jo1nt(s> B, CD, CC, CB, CA, BZ, BY, BX, BIi, BY, BU, BT, BS, llR, BO, BP, BO, BN, AT, AU, AV, AV, AX, AY, AZ, BA, BB, BC, BD, BE, BF, :BG, BH, Bl, BJ e)<Cl!pt CE=-i:!46(LC IE), AS=-2:19':LC 13) Mo.x Gro.v A◊:{A~o.~to~-~~. ltA~"11ts~:\~Ol~~s~F~•:ag~.~~'Bi~·BS~·B~~·Ar· BY, BX, BIi, BV, BU. BT, BS, BR, BQ, BP, BO, BN, BM, BL, AS, AT, AU f"ORCES, < ! b) -1-lo.x. Conp. /Mox, Ten. -Al I forces 2SO ( lbS 01"' less except when shown. TOJ> CHORD B-C=-398/149, C-D=-389/1S7, D-E=--C98/tSS, E-CF=-27S/161, F-CF=-273/168, K-L=-101/271, L-IF-81/291, H-N=-92/312, N-0=-106/332:, O-P=-120/358, P-CG:-133/396, Q-CG=-126/399, Q-lr--147/439, R-S=-161/479, S-T=-176/520, T-U=-191/564, U-V=-204/603, v-v=-203/596, w-x::::-203/596, X-Y:-204/603, Y-Z=-191/56-1, Z-AA=-176/520, AA-AB=-161/-479, AB-AC=-147/439, AC-CH=-129/399, AD-CH=-133/396. All-AE=-1201358, AE-AF=-106/318, Af"-AG=-921278, AQ-AR:-252✓68 BIJT CHJRD B-CE=-80/288, CD-CE=-80/288, CC-CD=-80/288, CB-CC=-80/288, CA-CB=-80/288, BZ-CA=-80/288, BY-BZ=-80/288, BX-BY=-80/.288, BW-BX=-80/288, BV-Bll=-80/287, BU-BV=-80/287, BT-BU=-80/287, BS-BT=-80/287, BR-BS=-80/287, BQ-BR=-80/287, BP-BQ=-S0/287, BO-BP=-80/287, IIN-BIJ=-80/287, BM-BN=-80/287, BL-BH=-SO/e87, BK-BL=-80/287, BJ-BK=-80/287, BI-:BJ=-80/287, BH-Bl=-801287, BG-BH=-80/287, BF-BG:-80/287, BE-Br=-80/287, Bll-BE=-80/287, BC-BD=-80/287, lll:l-Bc=-80/e87, BA-BB=-80/287, AZ-BA=-80/a88, AY-AZ=-80/288, AX-AY=-80/288, AV-AX=-80/288, AY-AW=-80/.288, AU-AV=--80/e88, AT-AU=-80/288, AS-AT=-80/288, AR-AS:-80/289 \/£BS D-CE=-1561275, AP-AS:-171/296 (DATE: 03-24-21 ) (JOB # J20-008728) (TRUSS:A15G ) (PAGE 1 OF 1) ( TRUSS REPAIR ) ( CUSTOMER: HARTFORD HOMES INC ) (PLAN: 6-PLEX-CR ) 'REASON FOR REPAIR: BREAKS ON TOP AND BOTTOM CHORDS, BROKEN OFF VERTICALS AS SHOWN. l (ADDRESS: 2726 BARNSTORMER ST 1-6 ) ( SEE SEALED ENGINEERING DRAWING FOR THIS TRUSS FOR ADDITIONAL IMPORTANT NOTES AND LOADING CASES ) 1201 E. SOUTH BOULDER ROAD LAFAYETTE, CO 80026-2029 PHONE: (303)666-6800 FAX: (303)666-5123 03/~/2021