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LEGEND <br /> SPOT ELEVATION <br /> STANDING SEAM METAL ROOF 1 <br /> ■ <br /> ARCHITECTURE <br /> D.S. DOWNSPOUT-SEE ANNOTATION <br /> FLOOR PLAN FOR TERMINATION <br /> ARCHITECT <br /> NJ ASSOCIATES <br /> 22769 N BENDER ROAD <br /> KEYNOTESACAMPO CA 95220 <br /> 209.727.2040 <br /> www.njaarchitecture.com <br /> 7.3 24 GA.G.S.M.GUTTER-PREFINISHED <br /> CLIENT <br /> JOE HADDAD <br /> P.O.BOX 484 <br /> WALNUT GROVE CA 95690 <br /> 415.517.9686 <br /> .19 .99A .9A <br /> 220'-0" PROJECT <br /> I I � <br /> V-0"OVERHANG--',, 218'-0" 1'-0"OVERHANG LODI BOWLING <br /> 302 N SACRAMENTO STREET <br /> LODI CALIFORNIA 95240 <br /> Q A 7.3 B C Q <br /> Lu w <br /> O O <br /> 0 1 0 <br /> D.S. I D.S. D.S. <br /> i <br /> -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> I <br /> } � IIIIIIIIIIIIIII <br /> I � � <br /> } <br /> } <br /> A6.1 � A6.1 <br /> I I <br /> fi <br /> } � I <br /> � I � <br /> z m <br /> I RI G I > o N <br /> 7.3 O <br /> f i D.S. <br /> ARCHITECTS STAMP <br /> I <br /> I <br /> E _ I I E <br /> D <br /> } I + JOHN A VIERRA <br /> * C-35199 <br /> I I 10-31-2019 <br /> + � I <br /> li N � RENEWAL �1�� <br /> q� ❑ATE Q- <br /> } <br /> m <br /> I I <br /> REVISIONS <br /> I I <br /> } I _ T2 No. Description Date By <br /> } I A6.4 <br /> I} <br /> + I I <br /> D# I <br /> !} - <br /> _T- - - - - - - - - - <br /> -- --- -- - -- - --- - -- - -- - -- - -- - - - � - - 4.2 <br /> I I I N II S <br /> I I 0 Project No.: 17028 <br /> Lu <br /> Drawn By: NS <br /> Checked By: JV <br /> 7.3 <br /> 5 - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- -- -- - - - - - - D.S. I 1 <br /> I <br /> - _F� <br /> D.S. 1 D.S. <br /> I 2'-0"OVERHANG 87'-8" I 2'-0"OVERHANG <br /> z I I PERMIT SET <br /> A A6.2 7.3 3 I 91'-8.. I $. 7. $ <br /> A6.0 A6.2 1 7 <br /> V-0"OVERHANG 137'-2" 1'-0"OVERHANG <br /> B z I I ROOF PLAN <br /> 139'-2" A6.0 A6.3 A6.0 <br /> I I i <br /> .19 .99A .9A <br /> ROOF PLAN <br /> 1\1s <br /> A4.0 1"=10'-0" <br /> A4,sO <br /> N <br /> n <br /> 00 <br />