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09-1027-013t NEW WOOD JOIST. REFER TO STRUCTURAL DRAWINGS. NEW FLAT ROOF. gk EL. 10' -10" TOP OF PROPOSED PARAPET I SMOOTH STUCCO FINISH. - NEW ALUMINUM WINDOW. REFER TO WINDOW SCHEDULE. NEW CONCRETE SLAB. REFER TO STRUCTURAL DWGS. EL. 0' -0" i TOP OF EXISTING SLAB 1 A-401 EL. 9'- 11 -1/2" HIGH POINT OF TOP OF JOIST LOW POINT OF TOP OF JOIST SLOPE DN. 1/4" PER 1' -0" 1 I 1 108 I SITTING AREA 102 I 1 I EXISTING TO REMAIN. Q Q PROPOSED BUILDING SECTION u u 1/411 = 1' -0" n n PROPOSED BUILDING SECTION V - V 1/411 = 1' -0" EXISTING STRUCTURE TO REMAIN DECORATIVE METAL FINIAL. NEW STANDING SEAM METAL ROOF WOOD RAFTERS. REFER TO STRUCTURAL DRAWINGS. AIII l EL. +11' -8" TOP OF PROPOSED BEAM SMOOTH STUCCO FINISH. NEW CMU WALL. REFER TO — STRUCTURAL DWGS. NEW CONCRETE SLAB. REFER TO STRUCTURAL DWGS. EL. 0' -0" 1' TOP OF EXISTING SLAB 0 BEDROOM 101 1 I 1 I 1 I 1 I 1 2 A -401 12 ♦ D8 1 IEXISTING TO REMAIN. 1 I I I WU -102 EllI i 1 I 1 PROPOSED BUILDING SECTION 1/411 = 1' -01' PROPOSED WOOD JOIST. (REFER TO STRUCTURAL DRAWINGS) ,— NEW FLAT ROOF u if 1 r ',.I II II 12 Q8 BEDROOM 101 PROPOSED BUILDING SECTION C _ 1/4" = 1' -0" SCSI iaai,� Ir�MI Ot_.� T- DECORATIVE METAL FINIAL. NEW STANDING SEAM METAL ROOF WOOD RAFTERS. REFER TO STRUCTURAL DRAWINGS. EL. +11' -8" gym". TOP OF PROPOSED BEAM GUTTER AND RAIN LEADER SYSTEM REFER TO PLUMBING DWGS. SMOOTH STUCCO FINISH. CONCRETE SLAB. REFER TO STRUCTURAL DWGS. EL. 0' -0" TOP OF EXISTING SLAB GIT BUILDING DEPT Mt BUILDING SEC'"ON APPROVED 8Y• e U W F U Q W S H LL H Z W U oZ U o^ ^ o U ^ ^ ^U ^ ^ ^ ^_CQ c �y LL m .y N Q IV fM O 8 0 t7 0 •c Q p CQ fn ~ c LL jl a Wow ti -0 O • U E O 2 L N a Q a o =� co u Z o I-- Lo o- a 0 0 0 0 'v tti a n ' ' ® .00 f11 Q /fA 4k 0 0 o o V w Z W W Q ~ = M VJ rn ~ r- J LL W U Q � = x 0 06 co 00 Lo 0 0 0 0 w w w v M Q n w p o co 0 0 O LL 0 O J O c� m I,- Lo 0 0 0 0 DATE: 10/20/2009 DRAWN BY: ABA CHECKED BY: JLGP REVISIONS: PROJECT NUMBER: 2009 -08 SHEET: A -301 OF 0 © COPYRIGHT 2009 0 U W F U Q W S H LL H Z W U oZ U