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HomeMy WebLinkAboutPlans≈19'-0" (E ) O N E - S T O R Y B U I L D I N G (E) CONCRETE WALK 28'-0" CLEAR TO FACE OF GARAGEEXIST'G PAT IO ROOF (UNENCLO SED) (E) CONC. DRIVEWAY EXI ST'G ONE ST ORY RESIDENC E (E) G RAV E L PLANT (N) LIGUSTRUM JAPONICUMALONG PROPERTY LINE 9 1.25 ' PVC DISCHARGE LINE, SIZED BY CONTRACTED PLUMBER, SHALL DAYLIGHT AT FACE OF CURB (E ) P L A N T I N G DR I V E W A Y 90 .8 4' 2:12 (98.18) EL-SPOT(98.18) EL-SPOT (E ) P L A N T I N G 3'-9" (E) POOL (E) DECK (E) JACUZZI (98.39) EL-SPOT (98.48) EL-SPOT (99.85) EL-SPOT (100.50) EL-SPOT (99.84) EL-SPOT (99.75) EL-SPOT (99.86) EL-SPOT (99.72) EL-SPOT (99.83) EL-SPOT (99.36) EL-SPOT (98.43) EL-SPOT (97.57) EL-SPOT (97.61) EL-SPOT (97.15) EL-SPOT (99.89) EL-SPOT (99.96) EL-SPOT (99.96) EL-SPOT (99.22) EL-SPOT (99.31) EL-SPOT (99.77) EL-SPOT 14 8 . 0 0 ' 14 5 . 2 6 ' GA S M E T E R WM 1' H.T. WALL 1' H.T. WALL OAK 50" TREE 40" AC AC AC TR E E 2 4 " 12 " T R E E (E) POOL (E ) O N E - S T O R Y R E S I D E N C E (E ) T W O - S T O R Y R E S I D E N C E 6'-4" (E) 5'-0 " CM U W AL L 21'-0"3'-0" (98.19) EL-SPOT (E) LA WN (E) LAWN 5'-0" (E) O NE-STOR Y RESI DE NC E (E ) 5 '-0" CMU WA LL (E) 5'-0" CMU WALL (E) LAWN ASSUMED THICKNESS OF POOL WALL (TO BE VERIFIED) (E) CO NC RE TE WOOD SHAKE ROOF WOOD SHAKE ROOF (E) WOOD SHAKE ROOF WOOD SHAKE ROOF (E) CONCRETE WALKWAY (E) POOL EQUIP (E) LAWN (E) LAWN (E) LAWN (E) CONCRETE WALKWAY PLANTING (E) CONCRETE PORCH PLANTING (E) BUILD UP FLAT ROOF 2:12 2:12 2:12 WOOD SHAKE ROOF CRICKET 2:12 NEW PRIMARY BEDROOM SUITE BELOW (98.46) EL-SPOT (99.41) EL-SPOT (99.24) EL-SPOT (99.43) EL-SPOT (99.61) EL-SPOT (R) EXIST'G CONC. DRIVEWAY EDISON POLE 2:12 2:12 (E) CHAIN LINK FENCE (E) CHAIN LINK FENCE (E) CONC. DRIVE (N) 3'-0"x3'-6" CONC. PAD 2'-0" 3:12 3:12 NEW SUMP PUMP IN PEA GRAVEL PIT SHALL BE SPECIFIED BY THE CONTRACTED PLUMBER PROPOSED NEW 21'X21' 2-CAR GARAGE (20'X20' INTERIOR CLEAR) 21 ' - 0 " 15° 75° AUGMENT (E) DRIVEWAY ±9 ' - 9 " 5'- 0 " 7'- 1 0 1 / 2 " ≈9'-0" ≈14'-0" PROJECT SITE SITE PLAN1 Build new 441 s.f. 2-Car Detached Garage at the southeast part of the property. New Class-A cement tile roof is selected for similar look to (e)wood shake roof on existing residence. New cement tile roof requires a minimum pitch of 3:12. Rainwater from new garage roof shall be conducted to Cambridge Drive via sump pump with drain line from the southeast corner of the garage to daylight at face of curb. Please refer to the topographic survey on sheet T-0.1. Convert existing 464 s.f. attached garage to new Primary Bedroom with 3/4 Bath, and revise the existing laundry area. This conversion from attached garage to bedroom involves no change to the existing roof structure, no change to the existing exterior wall framing, no additional oor area, and no additional lot coverage. ST-0 Scale: 1/8" = 1'-0"W The drawings and specifications, ideas, designs and arrangements are and shall remain the property of the designer: no part thereof shall be copied or used in connection with any work or project other than the specific project for which they have been prepared without the written consent of the designer. Visual contact with these drawings or specifications shall constitute evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions: contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrication. © 2025 BLUE SKY STUDIO. PROJECT TEAM BLUE SKY S T U D I O DONALD C. BRYAN Associate Member American Institute of Architects 234 N. EL MOLINO AVE Suite 201 Pasadena, CA 91101 626-584-6889 blueskystudio.design By:Revisions: Approvals: Designer/Engineer Seal DCB PAS DESIGN BY: DATE: DRAWN BY: 3/21/2025 E CHASE RESIDENCE SITE PLAN, VICINITY MAP, PROJECT DATA, PROJECT DESCRIPTION, SHEET INDEX, ETC. T-0.0 CHASE RESIDENCE 408 CAMBRIDGE DR. ARCADIA, CA 91007 REMODEL / ADDITION PROJECT DATA VICINITY MAP Scale: NTS 2 T-0 SHEET INDEX 2022 California Building Code (CBC) 2022 California Residential Code (CRC) 2022 California Fire Code (CFC) 2022 California Electrical Code (CEC) 2022 California Plumbing Code (CPC) 2022 California Mechanical Code (CMC) 2022 California Energy Code (CEC) 2022 California Green Building Code Design Codes shall be, but not limited to* APPLICABLE CODES AND EDITIONS* CalCivic Engineering Group 2160 Parnell Way Altadena, CA 91001 (626) 798-2828 calcivicengineering@gmail.com TBD General Contractor: Rev. & Ms. Benjamin & Laura Chase 408 Cambdrige Dr. Arcadia, CA 91007 Structural Engineer Owner PROJECT DESCRIPTION Donald C. Bryan, Principal Blue Sky Studio 234 North El Molino Ave. Suite 201 Pasadena, CA91101 626.584.6889 office 626.584.6879 mobile blueskystudion.design Design N NEW 2-CAR DETACHED GARAGE AND CONVERT (E) ATTACHED GARAGE TO BEDROOM SUITE T-0.0 Site Plan, Project Description, Project Data, etc. T-0.1 Topographic Survey T-0.2 Subject Property Photographs w/ Aerial Key Map T-0.3 Subject Propert Photographs and Key Map T-0.4 Color Board & Garage Street Elevation Color Rendering etc. NRG-1 Residential Mandatory Measures Summaries & Mandatory Req’s Summaries NRG-2 CF1R Certificates of Compliance NRG-3 Single Family Mandatory Measures and Heating & Cooling Loads Summary, and Certificate of Compliance A-1.0 Floor plan A-2.0 Exterior Elevations A-3.0 Garage and Wall Sections, Roofing Details A-3.1 Door and Window Details A-4.0 Bedroom Suite Plan & Elevations and Electrical Plan S-1.0 General Structural Notes, Shear Panel Schedule, Holdowns, etc. S-1.1 Foundation Plan, Roof Framing Plan S-2.0 Fasteners S-2.1 Foundation and Framing Details WSWH1 Simpson Strong-Wall Anchorage Details, etc. WSWH4 Simpson Strong-Wall Portal Systems, Framing Details I-210 C O L O R A D O P L N BALDWIN AVE W FOOTHILL BLVD I-210 SANTA ANITA PARK CAMBRIDGE DR HARVARD DR N S EW BEST MANAGMENT and PRACTICES SU B M I T T A L S E T NO T F O R C O N S T R U C T I O N 7 3 4 1 2 MULLEN # 1005-010-452 HARDWIRED LED SCONCE NEW SUMP PUMP IN PEA GRAVEL PIT SHALL BE SPECIFIED BY THE CONTRACTED PLUMBER 3'-0" PL PL 4 6 3 2 12 2 4 2 4 3 1 1 NEW STUCCOED INFILL WALL NEW SUMP PUMP IN PEA GRAVEL PIT SHALL BE SPECIFIED BY THE CONTRACTED PLUMBER 5'-0" 12 3123 11'-2" A-3.0 B A-3.0 D PVC DISCHARGE LINE, SIZED BY CONTRACTED PLUMBER, SHALL DAYLIGHT AT FACE OF CURB A-3.1 EXIST'G TO REMAIN (N) CURB 4 6 A-3.1 A-3.1 5A-3.0 1 LP LP (E) 5' H. CMU WALL PER T-0.1 Fin. Flr. @ 100.00Fin. Flr. @ 100.00 6" CONC. CURB MIN. CONVERT (E) ATTACHED GARAGE TO (N) BEDROOM SUITE (N) Fin. Flr. Continuous w/ (E) Fam. Rm. Flr. 6'-8" 2 34 1 A-3.0 A LP (E) 4' H. CHAIN LINK FENCE PER T-0.1 GREY ALUM. D.S. 3'-0" PL WHITE 3" ALUM. GUTTER 3 3 6 (N) VENT FOR WATER HEATER 6'-5" (N) Fin. Flr. 6 A-3.1 PL (E) STORAGE (R) LAUNDRY BEYOND 4 A-3.1 A-3.1 5 12 2 12 2122 212212 EXIST'G TO REMAIN CONVERT (E) ATTACHED GARAGE TO NEW BEDROOM SUITE NEW GARAGE BEHIND VIEW PLANE (E) POOL EQUIPMENT 3'-6" 3'-0" PL 6 5 2 1 3 4 4 3 4 3 543 1 NEW GARAGE 7'-10 1/2" 5'-0" A-3.1 A-3.1 3 12 AT S.E. CORNER 12 3 2 A-3.0 B MULLEN # 1005-010-452 HARDWIRED LED SCONCE PL NEW 3/4 BATH (R) LAUNDRY MULLEN # 1005-010-452 HARDWIRED LED SCONCE A-3.0 1 6'-8" 122 2 12 122 12 2 12 2 12 2 LP EXIST'G TO REMAIN NO CHANGE TO STORAGE CLOSET BEYOND (E) 5' H. CMU WALL PER T-0.1 (N) VENT FOR WATER HEATER (E) CMU WALL (99.40) EL-SPOT(99.36) EL-SPOT 12 12 2 2 2 12 Fin. Flr. @ 100.00 NEW GARAGE BEYOND A-2.0 REVISED SOUTH ELEVATION Scale: 1/4" = 1'-0" 3 3a NEW GARAGE SOUTH ELEVATION NEW GARAGE EAST ELEVATION2 Scale: 1/4" = 1'-0"A-2.0 AND DESIGN BY: EXTERIOR ELEVATIONS Scale: 1/4" = 1'-0"A-2.0 4 PROPOSED WEST ELEVATION The drawings and specifications, ideas, designs and arrangements are and shall remain the property of the designer: no part thereof shall be copied or used in connection with any work or project other than the specific project for which they have been prepared without the written consent of the designer. Visual contact with these drawings or specifications shall constitute evidence of acceptance of these restrictions. Written dimensions on these drawings shall have precedence over scaled dimensions: contractor shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Shop details must be submitted to this office for approval before proceeding with fabrication. © 2025 BLUE SKY STUDIO. BLUE SKY S T U D I O DONALD C. BRYAN Associate Member American Institute of Architects 234 N. EL MOLINO AVE Suite 201 Pasadena, CA 91101 626-584-6889 blueskystudio.design By:Revisions: Approvals: Designer/Engineer Seal DCB PAS PROPOSED EAST ELEVATION DATE: DRAWN BY: 3/21/2025 A-2.0Scale: 1/4" = 1'-0" Window & Door Schedules on A-3.1 A-2.0 REMODEL / ADDITION 408 CAMBRIDGE DR. ARCADIA, CA 91007 CHASE RESIDENCE A-2.0 1 Scale: 1/4" = 1'-0"Scale: 1/4" = 1'-0"A-2.0 1a NEW GARAGE NORTH ELEVATION - SEE ALSO 2/T-0.4 PROPOSED GARAGE BEYOND (E) FRONT ELEVATION (NORTH) SU B M I T T A L S E T NO T F O R C O N S T R U C T I O N