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32C-230 (19) NMI ny Ins rm SIT NINIT, will 110 i UP :0111! SOR Wt Ago '19sly Also; ER 1 20 Amino USA total F- 2 6z co _ r r m d N n E00 m o ID o Do — O N f V N ( O X X X 0 Z !D to W Q li rn Q O a O d T T T + O ICD >< X W 1 CD 00 v A rn rn C \\\ N z _ M r O N 0) \ N X O C/) D N v d O >< O N D N A N C/) O _ CD O O < _-- CD A z - X N III 0 CD o n l< CD co O w m C0X 0 /iO A o� O� a �9 to v o 0 V Y,� 33 �. N X J O� N {.Z7 ' A r m N C ti �F c Z o 1 rD o- c to D C/) O -1 m C o C7 7) c-) C7 3 CD m D elu -i D n C-) r C7 C7 r \ D V T r r r r r \ d D a m o v x N � CT F-• F-' A � N o v m A Cn O O O cn \ A N z X O O W O O O O O C III G) Ci CY) N C/) Cn Cr) C/) O O CO CD - T T T T T 1 E O O W C�n C., C/) 3 O C) :v 9' M o D m N D D E --1 T m n r; m z T z rn ° o Z 3 N 10 O CD N C) I.D N r v, o o W o i-' N r N \ 0 o Cn O A V T N p O N ��J O cn V V T r o D p O N CD D n n � n �� =a o 40 � D O O n to a s r- NNN o o x x x a e Z < m p� m (D P7 CDCD A N T T � � r C r O W a (D C J NNN O - o m T c 3 ? x ao D C F r N - � N � -- A p N N A C CD D N (n N E o 'O 7 O CD CD O - - -- N O --- N N O = U�� < = N C) A - -- n o x -- - - - O -- O o r r C (D D-O N 3Z3 Cl) F N n I S n (D 1:5 (D co O c c z a o o 0 n CD a O a O a Z O 0- (� N d O O SL [+a N N o O �3 d n Dr o Z �N Gi CD CT) 13 r J� rt ~ J m o v, ➢ o -i m m --I -I o o v C O C7 C-) C-) C- 3 00 x in n T D :v -i D r+- � c ➢� n r o o r \ s o -n r r r r r N z D CD El CD� m o a x v N F-` ( N N A !D CD 0 T Z A Ul O O O Ul \ '� W 0 v O O O O CD C, O W \ a �- (/1 C/1 C/7 (/1 CI1 T n o o n o �n n s � C- C/n 3 D CD ;;o rm O ;;o D rm N o rD z m m Z 3 (D O (D lD C N N T1 N -I Cn CD II o l0 N r O O W ~' CJl W (/) N r N O N Cn N NO O N O _ CD n v --A o co O 0 Alpine Engineered Products, Inc. 13389 Lakefront Drive Earth City,MO 63045 (314)344-9121 Page 1 of 1 Document ID:1T9B5104ZO1D4135204 a] �`);3 Truss Fabricator: Component Building Systems, Inc. Transmitted From: componentbuild @hotmail.com Job Identification: CBS18-1 I ** Model Code: Truss Criteria: ANSI/TPI-2002(STD) Engineering Software: Alpine proprietary truss analysis software. Version 7.37. Truss Design Loads: Roof 65 PSF @ 1.33 Duration Floor N/A Wind 110 MPH (ASCE 7-93-Open) Notes: Seal Darr -: - -t?,,07 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of Scotts record, as defined in ANSI/TPI 1 Massachusetts 32020 2. As shown on attached drawings; the drawing number is preceded by: MOUSR5104 Details: BRCLBSUB- Submitted by SLS 12:52:07 07-24-2007 Reviewer: SL 8 Lj Ref Description __Drawin __Date 1 71278--versongab 07205001 07/24/07 2 71279--verson2 07205002 07 24/07 ' WRIGHT BUILDERS, INC. [��44CG°� OO G� 4G°3LaG��G�� 1�4LQC� 48 Bates Street NORTHAMPTON, MA 01060 a DATE JOB NC. � (413) 586-8287 ATTENTION FAX (413) 587-9276 RE: TO WE ARE SENDING YOU Attached ❑ Under separate cover via y tYtsjallowing ili:ems: Ux_'i J ❑ Shop drawings ❑ Prints ❑ Plans �__LL Samples- �4fl ifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION f7kncocIlIc 5 THESE ARE TRANSMITTED as checked below: 1 For approval El Approved as submitted [:1 Resubmit copies for approval ❑ For your use El Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN To US REMARKS COPY TO � � SIGNED: If enclosures are not as noted,kindly notify us at once.