Attic. Bedroom 8'-11 5/8" 16'-5 5/8"

Transcription

1 25'-5 1/" 6'-0 1/2" 12'-1 3/" 7'-3" DC 03-23SC 02-23SC D08 5'-1 1/2" Kitchen Bath Closet Closet 25'-5 1/" Bath DH AW AW AW D09 D D0 Back Yard View Street View 3'-5 1/" 26'-3 3/" 12' Foyer Living Cross Section 25 S25 26'-3 3/" 12' Attic -11 5/8" 16'-5 5/8" Cross Section 25 S /" First Floor Second Floor New First Floor New Second Floor Scale 1/8" = 1' Scale 1/8" = 1' D SH 2' 17'-6 1/" 7'-10" 7'-10" 11'-6 3/" 5' 16' 2 D D02 Gas line Overhead electric Garage / Apt 826 sq ft SHEET INDEX Gas line Lot size 659 sq ft N Main House 1020 sq ft Deck (70 sq ft ) Proposed addition 210 sq ft (footprint) 20 South Tracy 15-8" East Perspective 1 Site Plan and Conditions 2 Elevations and New Floor Plan 3 Foundation and Main Level Floor Frame Second Level Floor Frame and oof Frame 5 Sections 6 Mechanical and Drainage Plan New East Perspective Water Sewer North Tracy Avenue Plot Plan West Perspective (Street) Perspective enders not to scale New West Perspective (Street) Scale 1/16" = 1' 1

2 Pitch /12 New First Floor New Second Floor STUCTUAL ONLY East Elevation South Elevation DC 03-23SC 02-23SC D08 25' Height increased 12" North Elevation Scale 1/8" = 1' West Elevation D0 D DH AW AW AW 2868 BLOCK ALL GYPSUM BOAD PANEL EDGES AND SCEW OFF W/ #8 6" OC EACH SIDE OF WALL, FASTEN BOTTOM PLATE TO JOIST O BLOCKING BELOW WITH (2)-6" GK 16" OC) Plumbing wall Closet 09-30SH D09 Egress window sill ht. less than " off finished floor D06 D D Foyer 2"x 36" skylight Match existing 12 in 12 pitch 3068 Living New East Elevation Dormer roof pitch 8 in 12 New South Elevation Pitch 12 / 12 WINDOW SCHEDULE NUMBE LABEL QTY FLOO WIDTH HEIGHT EGESS DESCIPTION COMMENTS MANUFACTUE AW " 2 " AWNING SC " 0 " YES SNGL CASEMENT-HL SC " 0 " YES SNGL CASEMENT-H DH " 36 " DOUBLE HUNG DC " 36 " DBL CASEMENT-LHL/H SH " 8 " SINGLE HUNG 26' DOO SCHEDULE NUMBE LABEL QTY FLOO SIZE WIDTH HEIGHT DESCIPTION COMMENTS MANUFACTUE D L IN 2 " 80 " HINGED-DOO P11 D L IN 28 " 75 1/2 " HINGED-DOO P10 D " 80 " POCKET-DOO P01 D IN 30 " 80 " HINGED-DOO P10 D IN 30 " 80 " HINGED-DOO P10 D L/ EX 60 " 80 " EXT. DOUBLE HINGED-DOO F01 D L/ EX 36 " 52 " EXT. DOUBLE HINGED-SLAB New North Elevation New West Elevation The information and specifications in these plans are a result of site measurements, sub-contractor recommendations, and client wishes. The contractor of the job shall verify that site conditions are consistent with these plans and must check all dimensions and other details prior to and during construction and be solely responsible thereafter. Scale 1/8" = 1' Questions arising over the intent of the plans, or any unforeseen pre-existing conditions exposed during demolition must be brought to the attention of the designer and engineer. 2

3 USE 2" DIAMETE BIGFOOT W/ 10 SONOTUBE 11'-8" 2x PT stair stringers Max rise 7.5", Min run 10.5" 6x6 with Post Base USE 2" DIAMETE BIGFOOT W/ SONOTUBE (2) 2x10 PT Beam (below) CONNECTION: NOTCH 6X6 POST 1" TO LET IN DBL 2X8 BEAM AND THU BOLT W/ (2) 1/2" BOLTS 2" urethane foam =1 11 fiberglass batt = 11 25'-3 1/" 5'-10" 1 1/ LSL im Typical 2x8 PT Ledger with (2) 1/" x " GK-SS 2" o.c. 2x6 PT deck joists 16" oc JUS 26 Hanger typ. 5'-10" 3/ " plywood subfloor Exterior wall value 25 3" urethane foam at rim joist STUCTUAL ONLY Conditioned space, circulation through crawl access open to basement Electrical Panel 30" x 2" crawl access through these walls Heat input through dump in heat supply line at this point WH Foundation chase 9 1/2" FPI 16" o.c. WH INSTALL DOUBLE 2X JOIST TO MATCH EXISTING FLOO FAMING UNDE NEW WALL. (ALTENATE: INSTALL 2X 16" OC MAX. SPACING UNDE WALL) 9 1/2" I joist 16" OC 19 Insulation blanket 6 mil Vapor barrior installed in new crawl space 2 pc # rebar continuous in footing 1 1/ LSL im 1/2" x 10" foundation bolt 8" OC # rebar min 18" OC each way 8" x 16" footing min 8" below fin grade Approved bearing soil min 8 " deep Furnace Furnace Foundation Detail Scale 3/" = 1' Foundation Plan 1st Level Floor Frame Plan ail ht 3" to 38" off nosing Max rise 7.75" Max run 10" metal frame with wood infill 2x2x1/" Tube steel in concrete 2x12 PT Stringers 16" OC Perspective views NOT to scale Work not specifically detailed will be constructed to the same quality as similar work that is detailed. All work shall be done in accordance with international building codes and local codes. Deck Stair Detail Scale 3/" = 1' 3

4 NOTES: 1. ALL NEW HEADES SHALL BE A MINIMUM OF DOUBLE 2X8 DF-L NO. 2 SPOTED BY A SINGLE CIPPLE STUD. 2. ALL CONNECTIONS SHALL BE PE 2012 IC TABLE x10 beam with 6x6 support post below (see detail) Stair Max rise 7.5", Min run 10.5" Porch roof 2" oc Pressure blocked (no exposed hangers) 2x6 shaped ledger attached with (2) " GK-SS 2" oc STUCTUAL ONLY 2x pony wall each side 2x6 2" oc attached to ledger with (2) 16d nails pressure blocked between rafters X6 DF #1 Post below 6000 LB EACTION DBL 2x10 16" OC DBL 2x10 X6 DF #1 Post below 6000 LB EACTION 2x10 joist Asphalt shingles over felt over 5/8 osb over 1x6 t & g pine over 2x6 rafters 2x10 DF #1 sistered to existing 2x6 floor 16"oc in U210 joist hangers NOTCH NEW 2X10 FLOO JOIST TO BEA ON TOP OF EXISTING TOP PLATE 2 PLY 1 3/ x 9 1/ PONY WALL USE ONE OF THE FOLLOWING: W10x39 W12x26 W1x22 Second Floor Frame Plan 2 PLY 1 3/ x 9 1/ PONY WALL CONNECTION: WELD 3/16" X 3" WIDE x 9" LONG PLATE ON BOTTOM OF BEAM AND FASTEN TO X6 COLUMN W/ () - 1/" x 3 1/2" FLAT HEAD STUCTUAL SCEWS USE ONE OF THE FOLLOWING: W10x39 W12x26 W1x22 EN 3/" subfloor 2x8 afters 2" OC S1 S2 Double 2x12 idge oof Frame Plan 2 x 36" skylight 2X6 Collar 10' ceiling Connect tie to after w/ () 10D Nails minimum Birdsmouth seat With H1 and A35 Clip from each after to rim / floor Solid blocking with A35 clip at each rafter Deck Frame Detail 9 1/2" I Joist Scale 1/2" = 1' Trex decking 2x6 PT joist 16" oc in U26 hangers 2x8 PT ledger attached with (2) " GK-SS 2" oc 1 1/" LSL im 6x10 DF Beam 3' Custom 1/" steel bracket each side attached with () 5/8" Lags each side 6x6 fir post ail 36" high picket spacing " clear Hang double 2x10 PT beam off posts with CJT-6 concealed hanger 6X6 Post shall bear directly on concrete pier w/ post base DBL 2X10 solid filler each side of web (Bear directly on bottom flange) 2x10 floor joist 10' diameter sonotube on 2" diameter flanged Footing min 36" deep 1/" TEK 2" OC in a staggered pattern LU 210 hanger LU 10 hanger Steel Beam Section Scale 1" = 1' Perspective framing views are for conceptual use only, not intended as a framing directive. These views are not to scale. EN New dormer wall framing New 6x8 beam DBL 2X6 MIN. POST TO IDGE, PBS66 EACH SIDE POST TO BEAM S3 S Dormer oof Opening 2x rafters cut off and hang on new 6x8 6X10 (O DBL 1 3/x9 1/ LVL) BEAM AT FLOO LEVEL SPOTING DOME FAMING (See section ) wall below New roof frame over stairway 2 ply 2x8 ridge beam S3 S 2x8 16" OC PBS66 EACH SIDE POST TO IDGE BEAM Dormer oof Framing Perspective framing view stair shed roof conceptual use only, not intended as a framing directive. The designer has made no structural calculations and takes no responsibility for the final sizing and connection design of the components in this plan

5 7" urethane 9 2 ply 2x8 ridge bearing on 6x8 beam STUCTUAL ONLY New 2x8 oof Frame with collar ties 8 in 12 Asphalt roofing match existing over felt, over 5/8" sheeting over 2x8 16"OC New 2x6 exterior wall Steel beam roof frame removed exterior wall removed New 9 1/2" I joist Floor 2x8 floor frame wall removed Notch new sistered 2x10's to bear on existing wall 2x6 floor joist (16"oc) New 2x10 floor joist sistered to existing in hangers at steel beam 6x8 beam 2nd level stair not to code and not to be modified x post 6X10 (O DBL 1 3/x9 1/ LVL) BEAM AT FLOO LEVEL SPOTING DOME FAMING New 8" foundation wall basement stair not to code and not to be modified rubble foundation wall Section 1 The contractor must verify relative floor heights and the accessibility of areas to run new ducting and plumbing in relation to new and existing framing. The contractor must site verify the location of the stair well, landing, and clearances in relation to the specified second floor framing. Section 3 2x8 2" OC roof frame in hangers on new 6x8 beam New 2x10 floor joists -10 1/" 10' 2x6 collar ties 2x pony walls Double joist per framing plan under pony wall 7" Urethane insulation= 9 Engineer to verify heel connection detail in the field 2x6 Exterior walls 25 New 6x10 or DBL 9 1/" LVL Beam spans stairwell from above existing floor surface Bearing points wall New roof ridge bears on 6x8 beam New 9 1/2" I Joists 19 blanket 6 mil vapor barrier Mechanical chase Crawl access Section 2 Section 5

6 property line Caged Lantern Crawl access open to basement area Heat dump into crawl area, reticulates through crawl access open to existing basement Toe kick 3 3 Single Pole Four Way Four Single Way Pole eturn air duct Electrical panel heat supply to register above 2nd level return air register above 2nd level 2nd level WH 220V heat supply New return air register above 220V ecessed Down Light Electrical panel in basement (see foundation plan) register above (in attic area) return air 3 3 register above return air Four Way Single Pole Toe kick Single Pole N Lennox 7500 BTU, 1200 cfm heat supply to existing Furnace heat supply to existing 2nd level heat property line Drainage direction heat supply to existing Basement Main Floor 2nd floor Mechanical existing property line Drainage direction Directional splash block under each gutter downspout typical property line Drainage Scale 1/8" = 1' 6