6 CHERRY HILL AVENUE - BUILDING JACKET 6 CHERRY HILLrAVENUE'-
a
l' WOOD STRUCTURES, INC.
P. 0. Box AA LIEUTEOD OF TU 0EDUYRL
BIDDEFORD, MAINE 04005
DATE _�— ! JOB NO. /
(207) 282.7556 ME 800-482-0716 �I(/
All Others 800.341.9612 ATTENTION
RE:
TO f
A.49 ~i
_ WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
THESE ARE TRANSMITTED as checked below:
❑ For approval El Approved as submitted ❑ Resubmit copies for approval
QiFor your use ❑ Approved as noted ❑ Submit copies for distribution
f Zss requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
PROMICT 240.2 Z�im.,Gmmm.Mm 01471. If enclosures aro not as noted, kindly notify us at once.
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Max M,N 1 51-0" 1 Loading Information 21 Maximum Spans(R.-In.) 3 1Size Req 'einem s
-DESIGN MEETS RCOMIS OF TPI-111BOCA1 C GRACE 24•0• D.C. 19 • 0• 9 0. .
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CHORD (0101 MOMENT 0 WCB FORCE NO. 1 NO DENSE 25- 1 25- ♦ 1/2• J 1 , J10 1 X . D 1 [ . 0
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C 2= 0 110 Y 2= 2226 SELECT SIRUCI NC 23'- 1 25- 1 112• J 5 , J 9 3 Ire X 6 0 3 1/e A I D
C !_ -1391 710 Y 3= -2♦0
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End Detail 1 C ]_ -6858 109 V 5= 967
C 6= -6858 508 Y 6= -218 •=OCf IC ICMt FOR NIM SPAN DETAIL J i 3 1/e X ♦ U ) 1/B X ♦ 0
C15= )IIB 332 Y 1= -289 .=MAN LNBR SPAN EXCEEDS MAX SPAN SHOWN
MAX MIN 5._011 C16= 5917 210 ALL CHORDS. WEBS ARE Ana LUMBER JIG . J15 3 1/6 Y 6 0 3 Its R 6 D
H--- - C17= 2589 293 C 11 C126 ALL WEBS ARE NO. 3 MO
' T _ Porta Jl7 1 JU 1 1/8 F 12 O 1 1/8 N 10 p
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I ____ -REACTIONS- JI•J13= 1315 LBS. 41 inimum um er Grade
_ __ -REBUIREO CAMBER= 0 IH IN.
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NAR. LENGTH-IO-DCPIN RAIto= 19 CHORD PANEL 21.0• D.C. 19.2. O.C.
-ALL LOAD INFORMATION SHOWN ABOVE IS Ib-C 5 IHRU C 0 SEC MN-SPN SEC MN-SPM
23'-41111 MAX,OV R-ALL FOR 25. 1 112' SPAN AT 21.0• D.C. BC-CIS IHRU C14 TABLE TABLE
LINEAR REDUCTION RECD FOR 19.2' O.C. SJ 5.SJ 9 3 1/0 N 6 0 3 1/8 N A 0
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IN -MAX SPAN-TO-ITL LOAD DEFT. EXCEEDS 360 IC-C 2 IHRU C ♦ N2x0 DCN 12 AO -PRE-SPLICE 3 118 N IO 112" 3 1/8 N / 1/2N
End Detail 2 TC-C 9 THOU CIE
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BC-C 11BC-Cit I"RU CIE IHRU CI3 11 NO 12 ND -PRE-SPLICE ! 1/0 X t) 1/2H J 1/8 Y 10 112N
I1'A 2'- " 5 n Detail Plating Requirements D ♦D.0 9PR-S ] I/B X 10 D S 1/8 a 10 °
KAM, C
USE ENO PIAIING PE0M15 FOR TRUSSES LESS THIN 15Ft 1 1/2 IN. •SIE PLATE 1 X 1 0 1 x 1 0
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VARIES 20'- 4" MIN. �a3__t_To z;_=9 J z 1 ve N 6 D 1 vB N 6 0 1 ve N e D
22- 9 TO 1z —2 z 3 1/B N 6 0 1 1/B X 1 0 ♦ 1/B X E 0 SPAN 20 f1. 5 IN. 10
32- 2 10 2t - 1 2 ] 1/e A 6 D 1 1/P Y ♦ D ♦ t/B X B 0 25 it. 1 1/2 IN.
20'-I I" MAX-OVER-ALL z1- 1 10 20 -u z ♦ ve Y 6 D 1 Ire N 1 0 ♦ van Y e p FLOOR TRUSSES
— :—SPAN 4X2 DEPTH t6.o0 Ixcxss
IMF Ann La END Or In 11 S WHEN SPA LE SS LOAN MET A I I I I
C End Detail 3 20-11 '° 20 - 5 ] 3 1/8 X 6 O 3 1/e N 6 0 N/A
ISSUE pA IE: 1-21-I8 TYPE P01 [x0 TIFF
BE AR IHG
NyWo-lk EngkIM InC.1t res addle IM structural chino amwa xnes: - - -
Y Nip ppao y any,Duel m the Gesrgn Muria SAown m O HYNrodn EnpineerJnO.Inc,1918
thb Gaawlsg.Canneclor pines cat,latim as Vaud only IN 11hIyoro-Rp conoeda plates.Hydlo-ph aasumeS oa ro- 1.Cul ad members to boar. LOAD 40/10101 5=55 PSI
Bgmsibppy far Dlme°slmal accuracy aestholk Ippaerance,IabrkMlar qually or alurmly,InslaOaft d trusses •�� • 2.Place plates on both shies OI truss pm13,a Shawn OU drawing,locating them 1/8" t A T 1.00 NCR )
BOT OVxalrosf Structure George.For Wormallm regards fabrication,quality control,atrcape,dNNeeryIy��Mactlon ad Irma Outside edge d mord and centered m the Ibbs 01033 otherwise sh m,And
baiting d bases,e°°sul the Dually Manual for Light Moral Plata Cam6Gted NWO 7h,Team, -77,and the NYORO.MN press securely. WMBE SOUIHrRN PINE
&'acting d RUad htsa ManuafBWT-7R,Truss Plate Institute,Inc.,7111 flings Road,HyaxsOple,AID 20783. P.0. COX 7356 3.The lumber grades and pits Biles sp°cMkd aro The minimum purmissable IN those
T. LOUIS wan 03117 Tans shown. PLATES p TP1
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