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Home My WebLink AboutFEXISTING 2x6 DOUBLE TOP PLATE TO REMAIN. 5Y2 FIBERGLASS BATT INSULATION, R21. CONTINUOUS 2x6 BLOCKING. INFlU EXISTING WALL STRUCTURE WITH 2x4 STUDS 16" O.G., STAGGERED 8" O.G. 2 HOUR FIRE BARRIER DESIGN NO. "GA— WP- 3910 ", COMPRISED OF TWO LAYERS OF 5�8 FIRE — SHIELD WALLBOARD NAILED (24" O.G. BASE LAYER 8" O.G. FACE LAYER) TO 2x4 WOOD STUDS 16' O.G., STAGGERED 8" O.G. SINGLE 2/X6 PLATE. EXISTING STRUCTURE EXISTING CONCRETE FLOOR SLAB. FOUNDATION AND FOOTING TO REMAIN. WALL SECTION 314" =1' -0" 2' 1'-6' T 9' 6' 3" O' EXISTING ROOF STRUCTURE INCLUDING TRUSSES, ROOF, GUTTER, SOFFIT TO REMAIN. SALVAGE EXISTING METAL SIDING AND TRIM. CUT TO FIT NEW CONDITION AND RE— INSTALL. FLASH INTO NEW CONSTRUCTION. ASPHALT FIBERGLASS SHINGLES OVER 15# ROOFING FELT. 5/e" OOD OR O PRE- ENGINEERED WOOD TRUSSES SPACED 16" O.G. 12" FIBERGLASS INSULATION, R38. 5/8' GYPSUM WALLBOARD I 0o 4' CONCRETE SLAB REINFORCED WITH 6x6/1010 W.W.F. OVER 4 MIL POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED AND SEALED. 4" MINIMUM DRAINAGE FILL CONT. TREATED IS- COW. TREATED 26. --� \ M 6' PRERNISHED METAL GUTTER PREFINISHED METAL SIDING TRIM. 5/8 DEN5GLAS GYPSUM SHEATHING. TYVEK AR INFILTRATION BARRIER. PREFINISHED METAL SIDING TO MATCH EXI571NO BUILDING. — PROPERTY LINE, 6 NORMAL WEIGHT (;MU. GRADE _ illl 10' NORMAL WEIGHT CMU WITH HORIZONTAL JOINT REINF. AT 16 O.G. GROUT CORES FULL j 4- 4- PREFINISHED METAL WALL CAP. CONTINUOUS DOUBLE 2x6 TOP PLATE. OP OF DBL PLATE J, COW. TREATED 2x4. 0.060 FULLY ADHERED EPDM MEMBRANE OVER TAPERED RIGID INSUL OVER 1 y' RIGID INSUL R75. 5/g PLYWOOD SHEATHING 26 ROOF JOISTS AT 16 O.C. 6 FIBERGLASS BA17 INSULATION. R25. CONT. DBL 2x6 TOP PLATE I 26 WOOD STUDS SPACED AT 16' O.G. I 5' RBERGLA55 BATT INSULATION. R21. 5/e GYPSUM WALLBOARD b(4 WOOD FURRING i SPACED 24' O.G. HORIZ. I 2x6 TREATED SILL PLATE OVER SILL-SEALER ANCHORED TO FOUNDATION AT 4'-0' O.G. GtD I d p e SC� L= FDO ET ST1 I1 ►„ I I,,,I I I, „III. s 0 �I DgSTING��7E5 - ENGINEERED WOOD AND ROOF STRUCTUR `f0 REMAIN. 12' FIBEROL A 55 BATT INSULATION. DBL 3 � X � J LVL DEMOLISH EXIST GMU WALL SEE 5 -1. I i �� - .I 1 X. RIGID I 1 i INSULATION. R 75. DEMOLISH EXIST. GONG. FTC. SEE 5 -1. 3 WALL SECTION 53/4" =1' -O" \2A- 2' 1'-G' 1' 9' G' 3' 0' I a0 Ne- i#412" DOWELS SPACED 18' O.G. (I- ( SLEEVE INTO EXISTING SLAB. - I PLYWOOD SUBFLOOR 2x6 TREATED FLOOR J015T SPACED 16 O.G. V CONCRETE SLAB REINFORCED WITH 4x4AO:.10 W.W.F. 4' MINIMUM DRAINAGE FILL 1 I ------ - - - --� 48' X 48' X 12' GONGRETE FOOTER 2 WALL SECTION _( A -5 3/4' =1' -O" 2 2' 1'-G' 1' _9"63* 0' 2' 1 -5 COST HED LIDIA LOCKWOOD DESIGN ASSOCIATES, LLC • ARCHITECTS • 10610 N. PARK AVENUE, INDIANAPOLIS, INDIANA 46280 (317) 844 -1315 • (317) 844-1758 fax DRAWN BY: D. L. LOGIGWOOD CHECKED BY: `�� G%STERFO'`Q, D. L. LOGKWOOD DATE: r 880 64 26 JANUARY 2012 OF n PROJECT NO.: n - 'I�i.9R ,IT< 11002 Q NEW nW MIn OO°�SG11P FAC EL 575 G° ENOO VA700H FOR: THE FAMILY CHURCH 10W JESSU P o OULEWARD, �NMANAPOLM, ONUMNA 462M SHEET NAME: WALL SECTIONS REVISIONS: SHEET NUMBER: DESCRIPTION: DATE: A 5 D ,m ® OF: SIX © carrwart soli. Lociarroao oES�aa� AssoaATES, uc (Lpt uc). Au oRAwaacs. REVOrrrs. BANS, svECaTanoNS, ca►curFx rats, f1E1D aTA Naps ANO aaa6a ooruroas AIO RfSfRiH1ENaS PREPARED ar � uc As aNSrRUwENas or SERVICC rsElaw TaaE PRaPERtY or � LLC. 111 UG Sa1N1 RETAW ALL COIII1aN UWr, STATUTOaff AND Ot}�R RESERVED RlCafls Y/ClUa11aC THE COPYRIGHT DIEREIO. Afar tlSZ OR REPRapalCrpN OE 7TdE D4Caa61E/aTS MT1ag1Ti Pfl1iTE11 PAN FRaY LM LLC IS M WOUTtON OF rEDERAI CQPYRSYiT LAYfs.