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HomeMy WebLinkAboutPlansDODD= P I '-4" ASPHALT COMPOSITION SHINGLE ROOFING L Garage Roof Plan �4"=1?-On 30'-0" co x 3'x6'8 RO 7'-9 7 " 4'-I" RO 12'-6" 52� y ///////////////////////////////////////// 16'x8 16'-0" 4,T. CONC.= 100'-O" (5646') ROOF OVERHANG 2'-0" 8'x8' 8'-0" 4 7 9 0 0 N I'-6�" 2 RO RO 5i" EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED PROPOSED NEW WALL Garage Floor Plan 0 0 12'-52" 3" 5'-6" REMOVE EXISTING DOOR $ REPLACE W/ 3'x3' SLDG. WNDW. EXISTING DOOR TO REMAIN OFFICE 3" " 2'- 1 0" /-" 2 2'-0" RO 2'x6'8 9 —IN 0 REMOVE EXISTING GLASS BLOCK $ REPLACE W/ 3'x4' SLDG. WNDW. RO N 3� '-II"2 4'-0" CLOS. SHELVING REF PANTRY "' y 2'x6'8 t C C KITCHEN DW L— 2'-0" 3'-8" a■ J TOP W/ KNr SPACE 7'- EXISTING GARAGE TO BE CONVERTED INTO LIVING SPACE LIVING ROOM REMOVE EXISTING WALL EXISTING RESIDENCE TO BE EXPANDED — V/////////////////////////////A V/////////////////////////////A Dv f REMOVE EXISTING GARAGE DOORS AND INFILUINSULATE EXISTING GARAGE TO / EXISTING RESIDENCE BE CONVERTED TO TO REMAIN LIVING SPACE **OVERFRAME CONCRETE SLAB W/ PRESSURE TREATED 2x MATERIAL W/ 4" PLYWOOD SUBFLOOR TO MATCH HEIGHT OF EXISTING FRAMED FLOOR. SEE DETAIL EXISTING DOOR TO REMAIN EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED PROPOSED NEW WALL Partial Main Level Floor Plan CONSTRUCTION NOTES: TYPICAL ROOF CONSTRUCTION - ASPHALT COMPOSITION SHINGLES 0/ BITUTHENE FROM THE SAVE UP TO 3' OF THE INTERIOR SIDE OF THE EXTERIOR WALL AND IN VALLEYS W/ 1 5# FELT ON THE REMAINDER OF ROOF 0/ PLYWOOD/OSB SHEATHING 0/ ROOF FRAMING W/ R-49 BATT INSULATION BETWEEN RAFTERS OR JOISTS IN CONVERTED LIVING SPACE. FASTEN GYPSUM WALLBOARD TO RAFTERS OR JOISTS- I /2" THROUGHOUT W/ 5/8" TYPE 'X' WHERE REQUIRED BY CODE. TYPICAL FLOOR CONSTRUCTION- 3/4" T $ G PLYWOOD/OSB SUBFLOOR 0/ JOISTS W/ R-30 BATT INSULATION IN JOIST SPACE AT CONVERTED LIVING SPACE. TIE EXISTING HEATING INTO CONVERTED LIVING SPACE OR 4" CONCRETE SLAB 0/ COMPACTED FILL (@ PROPOSED GARAGE). TYPICAL NEW EXTERIOR WALL CONSTRUCTION - NEW 8" CEDAR HORIZONTAL LAP SIDING (SEE ELEVATIONS) 0/ 'TYVEK' PROTECTIVE WRAP 0/ 2 X 6 STUDS @ 1 G" O.C.. 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE OF STUDS OR 5/8" TYPE 'X' WHERE REQUIRED BY CODE. TYPICAL EXISTING EXTERIOR WALL CONSTRUCTION - REPLACE EXISTING SIDING W/ 8" CEDAR HORIZONTAL LAP SIDING 0/ EXISTING WALL CONSTRUCTION W/ R-2 1 INSULATION BETWEEN STUDS AT CONVERTED LIVING SPACE. /" GYPSUM WALLBOARD ON INTERIOR SIDE OF CONVERTED LIVING SPACE STUDS. TYPICAL INTERIOR WALL CONSTRUCTION- 1/2" GYPSUM WALLBOARD ON EACH SIDE OF 2 X 4 STUDS @ 1 6" O.C. OR 5/8" TYPE' X' WHERE REQUIRED BY CODE. N 4--i O (2C ,-- 0 O O to O O ct Uc F,4°' Cd p.i.) E O It U Date 03-30-20 Permit Revisions Sheet A3.1 %4"=1'-0" /4"=1!-0n PLAN N ORTP1 Copyright © 2019 by Jordan Architecture, Inc. EXISTING EIDEIDEIEI WINDOW UNIT I XG TRIM SIDING SHEET ROCK IX4 CASING (BASE SIMILAR G") DOOR UNIT I XG TRIM SIDING 212 6Y 6 SXKS ICI //l/(iL 212 66 SHEET ROCK CASING IX4 CASING (BASE SIMILAR 0) Typical Door/Window Detail ASPHALT RIDGE CAP 0/ CONTINUOUS RIDGE VENT COMMON TRUSS W/ TAILS ASPHALT COMP. ROOFING 0/ PLYWD SHTG BLOCKING DRIP EDGE COMMON TRUSS 2x8 CEDAR SOFFIT MATERIAL W/ VENTING STUD WALL 1 1/2" = 1'-0" Typical Roof Eave/Rake Detail /4" = 1'-0" I x6 TRIM TYP. @ WNDWS $ DOORS I x6 TRIM TYPICAL TYPICAL WINDOW UNIT I x6 TRIM TYPICAL law PROPOSED FRAMING 0/ EXISTING SLAG 2x PTDF FRAMING WI yg' T$G SUB -FLOOR (TO MATCH EXISTING HEIGHT) EXISTING GARAGE SLAB EXISTING FOUNDATION Proposed to Existing Transition 1" ASPHALT COMPOSITION SHINGLE ROOFING - 4 South ASPHALT COMPOSITION SHINGLE ROOFING 8" HORIZONTAL CEDAR LAP SIDING O/ 'TYVEK' 0/ PLYWOOD SHEATHING 0/ STUD WALL ypical Siding Detail 1"=1'-0" 8" CEDAR LAP SIDING I x CEDAR TRIM 1103 m orth 8" CEDAR LAP SIDING West East Garage Exterior Elevations OP 0 • .--1 • Cl2 S--I 7-1 • (2C) a � O ;� 0 >� o 111 E0 cd(2 472), V l) D ate 03-30-20 Permit Revisions Sheet A4.1 Typical window Trim Detail 1 " = 1'-0" '/4" = 1'-0" =0000 Copyright © 2016 by Jordan Architecture, Inc. EIDEIDEIEI TYPICAL ROOF SHEATHING, SEE NOTE-3 TYPICAL WALL SHEATHING SEE NOTE-7 * 8. ROOF NOTES 1-SNOW LOAD DESIGN =40 PSF. 2-TRUSSES TO BE DESIGNED FOR SNOW LOAD, 20 PSF DEAD LOAD, 90 MPH, 3 SECOND WIND GUST, SEISMIC DESIGN CATAGORY-C PLUS 10 PSF DEAD LOAD ON BOTTOM CHORD. PROVIDE ALL BLOCKING, BRACING, HOLD-DOWNS, AND OTHER HARDWARE AS REQUIRED BY FABRICATOR. 3-ROOF SHEATHING TO BE 5/8" THICK 05B, A.P.A. RATED 32/ I G. 4-ALL FRAMING LUMBER TO BE HEM -FIR #2 OR BETTER. ALL CONNECTIONS AND NAILING TO BE PER THE I.B.C.. 5-ML= 1 3/4" WIDE MICRO -LAM G-NOT USED. 7-SHEATH ALL EXTERIOR WALLS FULL HEIGHT W/ 1 /2" O.B.S., STRUCT. GRADE. 8-AT ALL CORNERS ThRU-OUT, MINIMUM 8 '-0" EACH DIRECTION FROM CORNER, BLOCK ALL WALL SHEATHING EDGES AND NAIL ALL EDGES AT 4" O.C.. INCLUDING ALL SIDES OF WALL OPENINGS, AND TOP $ BOTTOM PLATES. 2X6 @ 24"/ EA. ENDWALL END TRUSS EXTEND BEAM END TO WALL NAIL WALL SHEATHING PER NOTE-8 3-I / / L W/ L-2XG 3 2x8 / EA. END COMMON TRUSSES @ 24" OC 2-9 EXTEND 3- 117/8 MIN. I'-6" NAIL WALL SHEATHING PER NOTE-8 2 ML W/ 2-2X6 EA. END Garage Roof Framing Plan c z W W J Q H FOUNDATION NOTES 1-DESIGN IS BASED ON ASSUMED 2,000 PSF SOIL BEARING (50 PCF LATERAL) 2-TW=TOP OF WALL. TF=TOP OF FOOTING. EW=EACH WAY. 3-ALL CONCRETE TO BE 3,000 PSI AT 28 DAYS. ALL REINFORCING TO BE GRADE GO. 4-5LABS TO BE 4" THICK,W/GXG,W 1 .4XW 1 .4 MESH. PROVIDE CONTROL JOINTS AT MAXIMUM 1 2' OC EACH DIRECTION. 5-ALL PLATES IN CONTACT WITH CONCRETE ARE TO BE TREATED. ALL JOIST HANGERS AND METAL CONNECTORS ARE TO BE APPROVED FOR CORROSION RESISTANCE WITH TREATED LUMBER. G-PROVIDE 1/2 DIA.X 10" ANCHOR BOLTS AT 4'-0" O.C. AND AT CORNERS PER THE I.B.C.. 7-AT ALL CORNERS ThRU-OUT, LAP ALL HORIZONTAL REINFORCING BARS 24" MINIMUM EACH DIRECTION. 2'-0" 3'-2" 24'- 1 0" T. CONC.= 100'-0" (5646') SEE NOTE-4 r TYPICAL ANCHOR BOLTS, SEE NOTE-6 WIDEN RECESS TOP OF WALL 4" AT DOORS / POUR SLAB OVER +/ FTG. TO 2'-6" X 2'-G" ADD 3-#5 EA. WAY )*" 2'-0" 16'-0" 2'-0" 8'-0" 2'-0" 30'-0" Garage Foundation Plan I TYP. 5" TYP. -----`TW= 100'-0" f-TF=97-4" TYPICAL THRU-OUT, SEE NOTE-7 ANCHOR BOLTS SLAB I �I IllyFIL #4@18" 0 2-#5 MIN.4" DRAIN ROVIDE MIN. I'-O" STRUCTURAL 2-#5 L BELOW SLAB OFF -SET LAPS IN TOP $ BOTTOM BARS MIN. 6'-0" f 2-#5 8" 5"t PROVIDE MIN. 1'-6" STRUCTURAL FILL BELOW FTG. 3/4" 0 D ate 03-30-20 Permit Revisions Sheet 1/4,,= 1,-On =0000 Copyright © 2019 by Jordan Architecture, Inc.