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" WALL LEGEND TYPE DESCRIPTION r , EXISTING WALLS TO REMAIN NEW EXT. 2X4 STUD WALLS NEW INT. NON—LD. BRG. 2X4 STUD WALLS EXT. WALLS ARE CONSIDERED SHEAR WALLS WHEN NAILED W/PROPER NAIL PATTERN SQUARE FOOTAGES 4,380 SQ.FT. — EXISTING BUILDING 1,271 SQ.FT. — ADDITION UNDER EXISTING CARPORT ROOF 5,651 SQ, FT. — TOTAL DOOR SCHEDULE EXISTING PAIR 3'-0"X6'-8" EXT. FLUSH STEEL DOORS W/PANIC EXIT DEVICES. © 3'-0"X6'-8" INT. 6 PANEL, SOLID -CORE HARDBOARD DOOR W/HANDICAP LEVER PRIVACY LOCK O3 3'-0"X6'-8" EXT. FLUSH STEEL DOOR W/INTERCONNECTED LOCK SYSTEM (DEADBOLT RETRACTS WHEN INSIDE LEVER IS TURNED), KEY CYLINDER ON EXTERIOR EXISTING EXISTING DOOR TO REMAIN ADDITION TO AN EXISTING CHILD DAYCARE FACILITY TYPE V CONSTRUCTION, UNPROTECTED FINISHED AC SPACE 1,271 SQ.FT. NET FLOOR AREA 1,099 SQ.FT. OCCUPANCY CLASSIFICATION = DAYCARE "T OCCUPANCY LOAD: 1 PERSON/20 NET SQ.FT. OF AREA=1,099 SQFT/20=55 PERSONS MAXIMUM ALLOWABLE TRAVEL DISTANCE TO AN EXIT=150 FEET ACTUAL MAX. TRAVEL DISTANCE TO AN EXIT=25 FEET 1%/ ii 11 EXISTING CLASSR41VIS i t EXISTING 1-YR. OLDS ROOM I I EXISTING 2-YR. OLDS ROOM II EXISTING 3-YR. OLDS ROOM I i j (14'X24') TRAVEL DISTANCE (14'X24') TRAVEL DISTANCE i j (26'X24') TRAVEL DISTANCE TO AN EXIT = 40' TO AN EXIT = 50' i TO AN EXIT = 34' i } i I I I I I I I I i ii ii i I L------------------1 �_J1-------------------------_ 1J------------------------------------------------- r I ----- ---------------- — ----- 11 A 11fl it i III �i 11 III /l 11 I i IIZ O If II Z II I II V) I Ilx i If ilx i II 1 I IIw �" 11� II II w u —_u u 1_U I i I I I i I I 30X68 I O I I I I 1 I I I I I I I i I I I I I 29'-0" 1 i 19„ I L—_—--------------------------- — EDGE OF EXISTING 77 SI AF3 EDUCATIONAL COMMON ROOM F.F.= 0.0" NOTE: ACCESSIBILE TOILET FACILITIES ARE PROVIDED IN EXISTING BUILDING 16'-8" -^-SLOPE: 1 12 --------------- - O - o------- -------------------- - - _ O to O GRADE LANDING BY OWNER 6" T s'-o" I I COORDINATE IN FIELD 9" L 14'-6" 5'-8" 16'-5" 18'-1" 56'-2" NEW FLOOR PLAN SCALE: 1 /4"—V-0" I 1 I I I I I i I I I 1 I I I I I I I I I I I I I i I I I I 1 NOTE: FOR FURTHER INFORMATION SEE EXISTING BUILDING PLANS 0 I N EXISTING PIPE COLUMNS TO REMAIN, INFILL UNDER EXIST. BEAM W/NEW 2X4 STUD WALL 9'-01, I I I I I EDGE OF EXISTING SLAB GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF NEW WALLS PRIOR TO COMMENCEMENT OF CONSTRUCTION A I I II II 1 1 I I I I I I I I i II II I I� EXISTING CLASSROOMS I i I II II 1 I II II I I I II II I I 1 i I II II I 1---------------------------------- 1 r---� f ----- 1j I1�� -------- I -- •�---- -- I I I II fl II --._-__- it 111 I ! A k, III I I L---------- ------------------------------------------------------------------------------------------------------------------------------------ 56'-2" EXISTING FLOOR PLAN SCALE: 1 /4"=1'—O" EXISTING BUILDING TO REMAIN EXISTING SLAB TO REMAIN These plans were prepared for this building as a minimum service by the designer. The Contractor and/or Owner must verify all dimensions and actual site conditions, The designer does not accept any responsibillEy for omiseions or errors contained herein. the client understands that the designer carries no liability insurance and therefore agrees to hold harmless and defend the designer from all dolma, losses and expenses (including reasonable attorney fees) arising out of or resulting from the project The designer will In good faith attempt to provide error free construction drawings, but in the event errors occur, the designer will not be liable for cost of repairs or delay to the construction. zz IV to �w ti UO00 Z LO m c �U a, rnA � CO N �N M z LLJ °W° X O Z ®? Z W Lu c/) 0 Q) CL U O I— o (10W UW aJ a, UI ') N N j N = :2 to L-I 3 co nca - LL- c m n a m o `m co EEp-Z:p r ti 44 t�i Cl) —' z Q z LLI - Oz-' = � LULL w U 0 Q W< M W 0 Q 0 z >- = U c� � - UJI W < N CMO F— cy") E-- J REVISIONS: Issue Date: 07/16/08 Drawn By: WWM 0407-04 ROOF PLAN SECTION/DETAILS B2 -