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5505 EVERGREEN WAY PRECISION COLLISION 2018-01-02 MF Import
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5505 EVERGREEN WAY PRECISION COLLISION 2018-01-02 MF Import
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Last modified
1/29/2020 9:42:43 AM
Creation date
1/28/2020 3:23:40 PM
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Address Document
Street Name
EVERGREEN WAY
Street Number
5505
Tenant Name
PRECISION COLLISION
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� . i01/OS/OG ... r <br /> • ' '• ..ARCO BUILDING SYSTEIdS 1 g(��05-G� C� <br /> DESIGN CERTIFICATIQN <br /> Garco Building Systems is an "AISC'� ccri(4c�=J manufact� :rer. <br /> 'fhis is Lo ccrtify lhal Lhe metnl building syslem lo bc !�rnishec� shnii be designed in <br /> accordance wilh lhe order documr.nts and eill meel or excer.t 2he 1.road req uremenis as <br /> specified Lelok. Tlus includes +�ll primnry and secondary tr+.ni;��g tnembers, roof and siding <br /> panels, and al! nccessorics furais2�ed. <br /> Desigo sha(1 bc in accorda�ce wilh U�c "AISC�� ninth editx,n "`bian��l :C Stccl <br /> Conslruclion" aud "AI51�� (�001) "A`ort}i Amcrican SpecJicatiun L: ihe De>igm ot Cold–Formed <br /> St.eei Slruclural AfemUers��. The Owner nnd/or Contranlc: are r��poneiblti (�f retaining a <br /> Protessional Enginrer it building componenls are altcred, exeepl as requirmt: �o fit <br /> manufncturcr's drm�vings. n 1 <br /> Sianding Srnm Roof Dy A_F._P SPAN. Tnc.. Taco�na. k'A. � f r�aw �Y�'La� i C`t�y J <br /> �__ / <br /> I ENGINEERING CP.LCULATIONS � <br /> �_ _ - <br /> OUILDINC ]OB NUMAER: 271011 DA'�� <br /> ! CODE n�:,��, 08 � <br /> 200C 117C II IOH NAME: !'recision Coilision 4�IGNLD 11Yi <br /> j TA f.J <br /> nCC[TpANCY � 70H IACATION: @vcrett, riA - <br /> JATE60RY { �I CHECKED BY: I <br /> :7:t�IDAAO HUILDER: DnJcntn.C(cr Consh-sr i,.:�i l�tc �L _ . I <br /> _ __ _J' _ __ ... _._ i <br /> � AESIGN PARAMETERS ��__ GO�iMF�1 S _ _� <br /> _ __ — —_ __ --__- —_� <br /> FRAME TYPE: a'IIP. .. <br /> ROOF S1APE: >:i2 <br /> HAY SIZE: 2C'-7" <br /> NOYINAI 11'IDTH: '18'-0" <br /> LENr,T[9: 7 tl f,'-�f" <br /> EAVE fiEIGHT: 12' (Low sidei <br /> �— DESIGN LOADS --�� ENGI�EER'S SEAL _ <br /> FRAME SE[F IIT.: INCf,UDED <br /> ROOF DEAD LOAD: 2.5 psj <br /> COLLATERAL LOAD: 3.0 psj <br /> ROOF UVE LOAD: 20 7�sf IMP. FAC. <br /> CROUND SNOF: 2u y�sj Ce: i_0 Ct: 1.0 1.00 <br /> ROOF SNOF: '15 psj 1.Oo <br /> 1RND VEL.ti3 aec.): 175 MPA EXPDSURE C 1.00 <br /> ENCIASURE TYPE: F.eticlosed <br /> SElSESIC Sa/51:12u.D/42.7 SC: D SDC: D 1.00 <br /> CRANE CAPACITY: A'/d CLASS: N/A <br /> MAX. fiE3EEL LOAD: N/A <br /> MIN. 1fHEEL BASE: N A This sen[ is inlended jor <br /> SPECIAL I.OADS: certiJication of thc struclurat <br /> design oJ the Afelal Duiiding <br /> Syslem and Componenls as <br /> pruvi.ded 6y CdRCO DUILDlNC <br /> SYSTB.NS. Desig�n o.nd ovenriew oj <br /> __ all other partions of this project <br /> ¢re NUT within thc scope oj CARCO <br /> — DUILDING SYSTEAIS or this seaL <br /> # VYfND GXYOSU[2E REQUIRES ON–SITE VGRII,ICAT[OA' BY �UILDER OR <br /> O1SITER AND t1AS �' l3GE� 1'PRIPIE� ➢Y GARCU <br />
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