GARAGE 178 ST. THOMAS WAY 25' NAVIGATION EASEMENT SIDE SETBACK 63'-10" 6'-0" 150.33' DRIVEWAY 37.01' 3' X 50' PUE 15.56' 19.38' B A C D N70º 62' E N02º 26' 36" E 133.8' S20º 00' E 95.5' 5 4 3 2 1 COURTYARD ENTRY 25'-0" OUTLINE OF ADDITIONS PER PLAN 8'-0" DECK Site Plan & Data A1.0 SYMBOLS SHEET INDEX AND NOTES A 1 1 A5 2 A6 1 A5 N S W E COLUMN/ GRID LINES DETAIL KEY (DETAIL 1 ON SHEET A5) DETAIL/AREA KEY (DETAIL 2 ON SHEET 6) DIMENSION LINE DISCONTINUITY WORK, CONTROL, OR DATUM POINT LOCATION OF POINT IF NOT CENTER OF SYMBOL ELEVATION GROUP ELEVATION PROJECT NORTH ARROW 1 STORAGE 101 A 1 NOTATION TO FACE/AREA REVISION AFTER BIDDING OR START OF CONSTRUCTION ROOM NAME ROOM NO. - FIRST DIGIT IS FLOOR NO. - IF USED SECTION (SECTION 1 ON SHEET A4) WINDOW DESIGNATION DOOR NUMBER (HARDWARE GROUP IN DOOR SCHEDULE) 1 A4 1 A3 GENERAL NOTES PLANNING DATA VICINITY MAP N.T.S. 1. ALL CONSTRUCTION TO CONFORM TO CODES AND MINIMUM STANDARDS OF: 2019 CALIFORNIA BUILDING STANDARD CODES California Code of Regulations (CCR), Title 24, Parts 1 through 12 2019 California Administrative Code: CCR, Part 1 Chapter 4 2019 California Building Code: CCR, Part 2 Volume 1 and 2 and Appendices G, H, I and J 2019 California Electric Code: CCR, Part 3 2019 California Mechanical Code: CCR, Part 4 Chapter 1 and Appendices A, B and D 2019 California Plumbing Code: CCR, Part 5 Chapter 1 Sections 101 & 108, Chapter 2 through 16 Appendix Chapter 1 Sections 101,102 & 103. Appendices A, D, G, I and K 2019 California Energy Code: CCR, Part 6 Chapters 1 through 9 and Appendix Chapter 1-A 2019 California Fire Code: CCR, Part 9 Chapter I Section 109, Chapters 2 through 47 and Appendix Chapter 1 Section 102 2. VERIFY EXISTING DIMENSIONS AND CONDITIONS ON SITE. CALLED-OFF DIMENSIONS TO TAKE PRECEDENCE OVER SCALED-OFF DIMENSIONS ARE FACE OF STUD UNLESS OTHERWISE NOTED. ANY ERRORS, OMISSIONS OR AMBIGUITIES IN THE DRAWINGS ARE TO BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES AND SEQUENCES OF CONSTRUCTION . THE CONTRACTOR SHALL ALSO BE SOLELY RESPONSIBLE FOR ALL SAFETY PROGRAMS AND PROCEDURES DURING CONSTRUCTION . THE CONTRACTOR MUST PROVIDE ADEQUATE SHORING AND BRACING OF THE STRUCTURE DURING CONSTRUCTION AND SHALL MAINTAIN THE SHORING AND BRACING UNTIL THE NEW PERMANENT STRUCTURE CAN PROVIDE ADEQUATE VERTICAL AND LATERAL SUPPORT. 4. ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS . SITE PLAN A A1.0 SITE PLAN & NOTES A2.0 (N) FLOOR PLANS A3.0 (N) SECTIONS A3.1 (N) ELEVATIONS A9.0 (E) FLOOR PLANS (for reference) A9.1 (E) EXTERIOR ELEVATIONS (for reference) 1/8" = 1'-0" 0 2 8 16 OWNERS PROPOSE TO ADD AND REMODEL: 1. ADD 84 S.F. TO 1ST FLOOR FAMILY ROOM 2. ADD 675 S.F. MASTER SUITE AND DECK TO 2ND FLOOR W/ VAULTED CEILING. 3. THE ADDITION WILL HAVE A CLASS 'A' FIRE-RESISTANT SHINGLE ROOF. 4. A PITCHED SHINGLE ROOF WILL BE ADDED OVER THE (E) 2ND FLOOR FLAT ROOF. 5. THE ADDITION WALLS AND (E) WALLS WILL HAVE A CEMENT COMPOSITE SHINGLE STYLE, CLASS 'A' FIRE-RESISTANT. 6. (N) DOORS AND WINDOWS TO BE ANDERSON SERIES 100 FIBERGLASS COMPOSITE. 7. (N) TRIM TO BE 'PRE-PRIMED' PAINTED WOOD. 8. THE DESIGN HAS BEEN APPROVED BY THE PARADISE CAY HOA. 1st FLR. FAMILY RM. ADDITION (N) ROOF OVER (E) 2nd STORY ROOF SKY SKY SKY 2-STORY HOUSE 2nd STORY ADDITION 37º 54' 53" N X 12.2º25' 30" W PLANNING DATA FLOOR AREA 1ST STORY................................. 2ND STORY................................ GARAGE.................................... TOTAL ....................................... % OF SITE ................................. EXISTING ..........1715.0 ............736.0 ______359.0 ..........2810.0 ............23.5% PARCEL NO. .......................... 038-201-56 SITE AREA ............................ 11,952 S.F. YEAR BUILT .......................... 1972 ZONING ................................. BFC-RSP-5.8 SETBACKS............................... FRONT 6', SIDE 6'. STREET 6', REAR 25' HEIGHT LIMIT ......................... 26 FT. MAX. Neighborhood Association SITE COVERAGE .................... 40% MAX. FLOOR AREA RATIO (F.A.R.) . 50% MAX. WILDFIRE ZONE.................... NO FIRE SPRINKLERS................ NO ADDITION ...............83.0 .............602.0 ________ 0.0 .............685.0 ..............5.7% PERVIOUS & IMPERVIOUS AREA (FOOTPRINT) HOUSE ...................................... GARAGE.................................... COURTYARD & DRIVEWAY IMPERVIOUS TOTAL................ DECK & LANDSCAPE.............. BAY WATER PERVIOUS TOTAL.................... SITE TOTAL............................... EXISTING ..........1715.0 ............359.0 2216.0 ..........4290.0 ..........2757.0 4905.0 ..........7662.0 ..........11952.0 PROPOSED ..............83.0 ................0.0 0.0 ................0.0 ................0.0 ________0.0 ................0.0 ..............83.0 TOTAL ...........1798.0 ...........1338.0 ______ 359.0 ...........3495.0 ............29.2% TOTAL ..........1798.0 ............359.0 2216.0 ..........4373.0 ................0.0 ________0.0 ..........7662.0 ........12035.0 PAVING- IMPERVIOUS SURFACE LANDSCAPE LANDSCAPE- PERVIOUS SURFACE BUILDING- IMPERVIOUS SURFACE DECKING- PERVIOUS SURFACE BAY WATER- PERVIOUS SURFACE GSI TOPO 10' 10' EL. 30.5' EAVE TOP OF SEA WALL EL. 30.5' EAVE EL. 30.5' EAVE EL. 30.5' EAVE EL. 35.0' RIDGE GSI TOPO NOTES: 1. (E) SITE DRAINAGE SYSTEM TO REMAIN 2. 2ND STORY ADDITION- NO GRADING REQUIRED 3. 2ND STORY ADDITION- NO LANDSCAPING PLAN 4. 2ND STORY ADDITION- NO CHANGE TO (E) UTILITIES 5. NO CHANGE TO (E) SEWER SYSTEM 31 DEC '20 T24 Calcs 19 FEB '21 REVIEW Purvis-Cohl Addition 178 Saint Thomas Way Tiburon, California A.P. 038-201-56 OF 23 Digne de Lenea & Co. Design & Architecture Digne B. de Lenea Architect Lic. #C-18415 P.O. Box 1438 519 B Street #1 San Rafael, CA 94915 (415) 456-9566 [email protected]SHEET NO. ISSUE • DATE • DESCRIPTION C 2021 Digne de Lenea & Co. 6 APR '21 REVIEW !"# ! ! " !&"’#$%()* !+ "- &(- )*"#$%&’(+ )* &’ !"#$%’ #’$+!%,- 2- 28- 23 REN. 15 JUL '21 PLANNING
Transcript
GARAGE
178 ST. THOMAS WAY
25' NAVIGATION EASEMENT
SIDE SETBACK
63'-10"
6'-0"
150.
33'
DRIVEWAY
37.01'
3' X
50'
PUE
15.56'
19.38'
B
A
C
D
N70
º 62'
E
N02º
26'
36"
E
133.
8'
S20º 00' E95.5'
54321
COURTYARD
ENTRY
25'-0
"
OUTLINE OF ADDITIONSPER PLAN
8'-0"
DECK
Site Plan & Data
A1.0
SYMBOLS
SHEET INDEX AND NOTES
A
1
1A5
2A6
1A5
N
S
W E
COLUMN/ GRID LINES
DETAIL KEY(DETAIL 1 ON SHEET A5)
DETAIL/AREA KEY(DETAIL 2 ON SHEET 6)
DIMENSION LINE
DISCONTINUITY
WORK, CONTROL, OR DATUMPOINT
LOCATION OF POINT IF NOTCENTER OF SYMBOL
ELEVATION GROUP
ELEVATION
PROJECT NORTH ARROW
1
STORAGE101
A
1
NOTATION TO FACE/AREA
REVISION AFTER BIDDING ORSTART OF CONSTRUCTION
ROOM NAME
ROOM NO. - FIRST DIGIT ISFLOOR NO. - IF USED
SECTION(SECTION 1 ON SHEET A4)
WINDOW DESIGNATION
DOOR NUMBER(HARDWARE GROUPIN DOOR SCHEDULE)
1A4
1A3
GENERAL NOTES
PLANNING DATA
VICINITY MAP
N.T.S.
1. ALL CONSTRUCTION TO CONFORM TO CODES AND MINIMUM STANDARDS OF:2019 CALIFORNIA BUILDING STANDARD CODESCalifornia Code of Regulations (CCR), Title 24, Parts 1 through 122019 California Administrative Code: CCR, Part 1 Chapter 4 2019 California Building Code: CCR, Part 2 Volume 1 and 2 and Appendices G, H, I and J2019 California Electric Code: CCR, Part 32019 California Mechanical Code: CCR, Part 4 Chapter 1 and Appendices A, B and D2019 California Plumbing Code: CCR, Part 5 Chapter 1 Sections 101 & 108, Chapter 2 through 16 Appendix Chapter 1 Sections 101,102 & 103. Appendices A, D, G, I and K2019 California Energy Code: CCR, Part 6 Chapters 1 through 9 and Appendix Chapter 1-A2019 California Fire Code: CCR, Part 9 Chapter I Section 109, Chapters 2 through 47 and Appendix Chapter 1 Section 1022. VERIFY EXISTING DIMENSIONS AND CONDITIONS ON SITE. CALLED-OFF DIMENSIONS TO TAKEPRECEDENCE OVER SCALED-OFF DIMENSIONS ARE FACE OF STUD UNLESS OTHERWISE NOTED. ANY ERRORS, OMISSIONS OR AMBIGUITIES IN THE DRAWINGS ARE TO BEREPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES ANDSEQUENCES OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE SOLELY RESPONSIBLE FORALL SAFETY PROGRAMS AND PROCEDURES DURING CONSTRUCTION. THE CONTRACTOR MUSTPROVIDE ADEQUATE SHORING AND BRACING OF THE STRUCTURE DURING CONSTRUCTION ANDSHALL MAINTAIN THE SHORING AND BRACING UNTIL THE NEW PERMANENT STRUCTURE CANPROVIDE ADEQUATE VERTICAL AND LATERAL SUPPORT.
4. ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS .
SETBACKS............................... FRONT 6', SIDE 6'. STREET 6', REAR 25'HEIGHT LIMIT ......................... 26 FT. MAX. Neighborhood AssociationSITE COVERAGE .................... 40% MAX. FLOOR AREA RATIO (F.A.R.) . 50% MAX.
WILDFIRE ZONE.................... NOFIRE SPRINKLERS................ NO
ADDITION
...............83.0
.............602.0________ 0.0.............685.0
..............5.7%
PERVIOUS & IMPERVIOUS AREA (FOOTPRINT)HOUSE ......................................GARAGE....................................COURTYARD & DRIVEWAY IMPERVIOUS TOTAL................
DECK & LANDSCAPE..............BAY WATER PERVIOUS TOTAL....................
MASTER FLOW ROOF VENT: 16" SQ. IN.X 5 1/2"; 10" SIZE OPEN'G., 60 SQ. IN. NET; GALVANIZED LOUVER STYLE IN 3 LOCATIONS PER ROOF PLAN A2. 60" SQ. IN. X4 = 240 SQ. IN.
TOTALATLAS RIDGE VENT 648 SQ. IN. + MASTER FLOW VENT 240 SQ. IN. = 888 SQ. IN. OK; REQUIRED 748 SQ. IN.; PROVIDED VENT 888 SQ. IN. IS GREATER THAN 748 SQ. IN.
