SHEET INDEX Name. Published COVER SHEET

Transcription

1 ID A-001 A-101 A-102 A-201 A-401 A-501 E-101 E-102 E-103 S-101 SHEET INDEX Name COVER SHEET FOUNDATION PLAN AIN LEVEL PLAN ELEVATIONS SECTIONS/DETAILS DETAILS SCHEDULES EXISTING FOUNDATION PLAN EXISTING AIN LEVEL PLAN EXISTING ELEVATIONS SITE PLAN Published ADDITION/REODEL UNICIPAL PARK SHELTER RIVER AVE N PLAN : COVER SHEET A-001 SHEET 1 OF 11

2 18'-0" 8'-0" 26'-1/2" New Foundation (see structural details) 31'-8" 18'-0" Existing Foundation New Foundation (see structural details) 8'-0" 27'-2 1/2" 26'-0" PLAN : FOUNDATION PLAN A-101 SHEET 2 OF 11

3 18'-0" 8" 16'-8" 8" 8'-0" 26'-1/2" 1'-0" 24'-1/2" 1'-0" 10" timber post 10" timber post LVL beam(see structural drawings) Open Ceiling New Covered Patio Area concrete floor LVL beam(see structural drawings) 10" timber post 10" timber post 8" 16'-8" 8" 4 3 dr B elect. panel 2 5 rebuild girder truss as req. (see structural details) optional ceiling fan reuse refrig dr C Gathering Area fill-in/polish concrete floor rebuild as needed (see structural drawings) concrete from removed f.p./grill. install granite plague from f.p. into floor Remodeled Kitchen Area -glass board on walls -new stainless countertops -open shelves below counters optional ceiling fan rebuild girder truss as req. (see structural details) 6 7 remove fill in to E remove fill in to dr FD Bath -concrete floor -glass bd. on walls & ceiling w/plywood backer Bath FD 8'-0" G F -concrete floor -glass bd. on walls & ceiling w/plywood backer 9'-10 3/4" 4'-10" 9'-10 3/4" D 13'-0" 13'-0" 26'-0" 18'-0" 1 rebuild girder truss as req. (see structural details) 72" x 30" moveable island (see details) A dr short 30gal. w.h. relocated sink add h.b. under counter for mop bucket 8 PLAN : AIN LEVEL PLAN A-102 SHEET 3 OF 11

4 new refinish bracket door refinish bracket new Front Elevation pitch door Left Elevation reuse bracket Right Elevation door pitch reuse bracket new new PLAN : door ELEVATIONS Rear Elevation A-201 SHEET 4 OF 11

5 /4" 9'-1 1/8" DETAIL '-1 1/8" C-301 DETAIL Bath Bath 3'-2 1/2" 3'-2 3/8" Covered Patio Area 0" -4 3/4" Unexcavated B-301 DETAIL Unexcavated D-301 DETAIL 1 SECTION 2 SECTION verify on site 4 1/4" 3'-2 1/2" verify on site pre fin. metal felt 3/4" t&g sheathing 24"o.c. 7/16" OSB sheathing glass bd. metal drip edge 6" metal fascia 2x6 fascia bd vented cedar wood soffit log ( exist) 7/16" OSB sheathing 2x6 16"o.c. r-19 insul 7/16" OSB sheathing glass bd log ( exist) 7/16" OSB sheathing 2x6 16"o.c. r-19 insul 7/16" OSB sheathing glass bd concrete drip( exist) natural veneer( ) 6" poured conc wall ( ht) 4" conc slab flr( ) thickened conc ftg (see structural drawings) DETAIL 0 1' 2' 4' 0 1' 2' 4' SCALE: 1/2" = 1'-0" B-301 DETAIL SCALE: 1/2" = 1'-0" pre fin. metal felt 3/4" t&g sheathing 24"o.c. metal drip edge 6" metal fascia 2x6 fascia bd vented cedar wood soffit lvl beam(see structural drawings) 2x furring to soffit ht 6"x6" post wrapped in cedar 6"x6" post wrapped in cedar 4" conc slab flr( ) thickened conc ftg (see structural drawings) PLAN : SECTIONS/DETAILS C-301 DETAIL 0 1' 2' 4' 0 1' 2' 4' SCALE: 1/2" = 1'-0" D-301 DETAIL SCALE: 1/2" = 1'-0" SHEET 5 OF 11

6 2 1 NON-BEARING WALL CONNECTION GENERAL NOTES: 16" IN. NO SCREWS OR NAILS ROOF 24" O.C. SLOTTED NON-BEARING WALL DRYWALL CLIPS 5/8" GYP. BD. (OR 1/2" SAG GYP. BD.) 2-2X TOP PLATES 2X 16" O.C. -Smoke detectors required at a min. of 1 per level of structure and inside & outside of each sleeping room. ust be interconnected and have battery back-up. -Carbon monoxide detectors must be installed within 10'-0" from any sleeping rooms -fire rated gyp. bd size & placement as per code -20 IN. FIRE RATED DR BETWEEN GARAGE & HOUSE REQ. -anchor bolt or metal l-clip & blk core fill placement as per code -all poly to be taped & all seams -air barrier & vapor barrier required on all exterior walls -air-to-air exchanger and/or exhaust fan required in all bathrooms -all gable ends with metal or vinyl shakes must have osb or plywood wall sheathing -30" min width req'd around toilets - hdr 6'-11 3/8"(unless spec'd otherwise) -s are called out DOUBLE HUNG UNITS -s are to be caulked & taped -sill sealer to be installed under trtd sill plate -sealed, continuous air & vapor barrier to be installed on warm side of exterior walls, with all joints, openings, & penetrations sealed in a permanant manner. -unsupported sheathing joints to be sealed on exterior of joints -air barrier on exterior of home to be with j-blocks or solid wood block for all penetrations -attic access to be sealed with spray texture or caulked -90%+ sealed combustion furnace -air-to-air exchanger -direct vent gas water heater or boiler -max. 300 cfm on any one appliance CONSTRUCTION: type v--1 hour DESIGN LOAD CRITERIA: SOIL CONDITION: assumed soil bearing capacity: 2000 PSF (verify soils on site) CONCRETE IXTURE: concrete footings will require use of 5000psi concrete, footings w/2500psi concrete is approved w/an admixture) INTERIOR PARTITIONS: horizontal load: 10# psf ROOF SYSTE: loading: psf new new new new GN GENERAL NOTES 2 1 RL ROOF LAYOUT PLAN : DETAILS A-401 SHEET 6 OF 11

7 WINDOW SCHEDULE DOOR SCHEDULE ALL EXT. COLOR INT. COLOR U-VALUE ALL EXT. FINISH INT. FINISH ID# ANUFACTURER ROO NAE UNIT SIZE STYLE FINISHES ISC ID# ANUFACTURER ROO NAE CALLOUT UNIT SIZE STYLE FINISHES ISC 1 KITCHEN 63 1/4" x 48 3/8" A KITCHEN 39 1/4" X 83" FIBERGLASS CLAD JAB 2 GATHERING R 63 1/4" x 48 3/8" B GATHERING R 62" X 84 13/16" FIBERGLASS CLAD JAB AIN LEVEL AIN LEVEL ROO NAE Gathering Area Remodeled Kitchen Area Bath Bath New Covered Patio Area GATHERING R 63 1/4" x 48 3/8" GATHERING R 63 1/4" x 48 3/8" GATHERING R 63 1/4" x 48 3/8" GATHERING R 63 1/4" x 48 3/8" GATHERING R 63 1/4" x 48 3/8" KITCHEN 63 1/4" x 48 3/8" ROO SCHEDULE WALL COLOR TRI STYLE FLOORING FINISHES ISC AIN LEVEL C D E F G EXIST. SIDING AT. NEW SIDING AT. GABLE END AT. TRI AT. SOFFIT AT. GATHERING R 63 1/4" X 83" FIBERGLASS ENTRY 37 1/2" X 84 13/16" FIBERGLASS GATHERING R 37 1/2" X 84 13/16" STEEL BATH 37 1/2" X 84 3/4" STEEL BATH 37 1/2" X 84 3/4" STEEL STRIP & REFINISH ATCH EXISTING ATCH EXISTING ATCH EXISTING EXTERIOR SCHEDULE CLAD JAB CLAD JAB ISC INFO. STONE AT. ATCH EXISTING ROOFING AT. ETAL ROOFING PLAN : SCHEDULES A-501 SHEET 7 OF 11

8 EXIST1 Existing Foundation EXIST1 EXIST2 EXIST2 PLAN : EXISTING FOUNDATION PLAN E-101 SHEET 8 OF 11

9 powerline elect meter s w/wood 1 shutters concrete stoop s w/wood 1 shutters EXIST1 elect. panel countertops s 1 s 1 concrete stoop concrete stoop s 1 countertops s 1 refrig s 1 range grill/chimney s 1 s 1 EXIST1 s 1 concrete stoop EXIST2 counter & sink EXIST2 waterline sprinkler control box concrete stoop water drain line PLAN : EXISTING AIN LEVEL PLAN E-102 SHEET 9 OF 11

10 Front Elevation Left Elevation Right Elevation PLAN : EXISTING ELEVATIONS Rear Elevation E-103 SHEET 10 OF 11

11 powerline elect meter new concrete sidewalk 5 6 new concrete sidewalk C 4 B E G D new concrete sidewalk 3 new concrete sidewalk new concrete sidewalk F A waterline new concrete sidewalk water drain line relocated sprinkler control box sidewalk taper to sidewalk PLAN : SITE PLAN S-101 SHEET 11 OF 11

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