32A-048 WITHDRAWAL Lempke Construction
89 Pittroff Ave 3M'--'C 443
South Hadley,MA 01075
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Job Truss Truss Type Qty Ply 221 Job Scheme Used
19121195J J03 Jack-Closed 2 1 Job Reference(optional)
UFP,UFP SE Engineering Run:8.32 S Nov 19 2019 Print:8.320 S Nov 19 2019 MiTek Industries,Inc.Mon Feb 03 15:23:35 Page:1
ID:zJo26Taf?Z21 gY0ac4PuOZy85JH-nMPEKpdMem9AJ_PiDEaGmH W2VmZgariLu4ggYqzopys
12-0-0 I 11-0-0 5-3-7
2x4
4 -
r
10r
10
v
1"; 5x6�.
v
3
2
0 1 _ 5
2x4
4x10
Scale=1:32.7 I 5-3-7
Plate Offsets(X,Y): [2:0-6-7,0-0-1j
Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 35.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) 0.11 5-8 >564 240 MT20 197/144
(Roof Snow=35.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.11 5-8 >555 180
TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.06 2 n/a n/a
BCLL 0.0* Code IRC2015/TPI2014 Matrix-MP
BCDL 10.0 Weight:27 lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins,
BOT CHORD 2x4 SPF No.2 except end verticals.
WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
SLIDER Left 2x8 SP No.1--1-11-12
REACTIONS (lb/size) 2=381/0-5-8,(min.0-1-8),5=274/Mechanical,(min.0-1-8)
Max Horiz 2=267(LC 11)
Max Uplift 5=-209(LC 11)
Max Gray 2=392(LC 18),5=317(LC 18)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-336/203
BOT CHORD 2-5=-316/294
NOTES
1) Wind:ASCE 7-10;Vult=121mph(3-second gust)Vasd=96mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat.II;Exp D;Enclosed;MWFRS(envelope)exterior zone and C-C
Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp D;Partially Exp.;Ct=1.10
3) Unbalanced snow loads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads.
5) *This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and
any other members.
6) Refer to girder(s)for truss to truss connections.
7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 lb uplift at joint 5.
8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
BP-2020-1292
63 MARKET STON `EA]�T H OF MASSACHUSETTS
cls#: COMMONWEALTH
OF NORTHAMPTON
Map'Block: 32A-048
PERSONS CONTRACTING W1 �1-GUARANTY FUND (MGL c 142A)
Lot:=0o? DO NOT HAVE ACCESS 1 <, THET�T
Perm�_ Building - U IL DIN G P l�/1 1
Category: renovation
Permit# BP-2020 1292
Pro'ect# J S-2020-0021.64
Est.Cost:$225000.00 PERMISSION IS HEREBY `'�'TED TO:
Fee t.Clas5� License:
Const.Class: Contractor: 047805
STEVEN LEMPKE.__ --
Use___-Gr°Up-=
Lot Size(sa ft): 20429.64 Owner_ VALLEY RENTAL C
zoninf_.[JRc loo i An�riican_ �EVEIN LEMPKE
AT:_63 MARKET._T Insurance:Applicant Address: 4 t 3) 575-9728 -
403E BATCIIELOR ST ___ --- 7� p
GRANBYMA01033 ISSUED ON: , ./202() :00
TO PERFORM THE FOLLOWING WORK:REMODEL INTO APARTMENTS, REPAIR
DAMAGED STRUCTURE '
POST THIS CARD SO IT IS VISIBLE F OM IF SI -t °''I;;'$' Building Inspector
Inspector of Plumbing Inspector of Wiring -
Service: Meter:
Underground: Footings:
Rough: Rough:
Muse# Foundation:
1)i'14'i"L'r'.i3 Final:
Final: Final: Rough Frame:
__ __—_---- Fireplace/Chimney:
Gas: Fire Ftf�rtmcrst.
Insulation: /� U)T-1MALu)J
Rough: Oil
l k€A, coi Tk Anyz.
Final: C�1(1 6/1 /al pl•' i
Final: Smoke:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS, i, I 1 , _ cg
Cejificate of Occup Icyy ____. _______
Ij ee type• Date Paid: Amount:
• Building
7/2'7/2020 0:00:00 $14(32-50
212 Main Street.Phone (413)587.1240,Fax: (413)587-1272
Louis Hasbrouck-Building Commissioner