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Maddox Residence Material and Sloped to Drain at 1% Minimum

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Maddox Residence Material and Sloped to Drain at 1% Minimum GENERAL NOTES ABBREVIATIONS OWNER DRAWING INDEX COORDINATION CHRISTOPHER AND SARAH MADDOX A0.0 COVER SHEET / GENERAL INFO A.F.F. ABOVE FINISHED FLOOR J.H. JOIST HANGER 49 RIDGE AVE A0.1 T.F.A. CALCULATIONS SPECIAL NOTE AB JUNCTION BOX 1. IF THESE DRAWINGS ARE NOT 24" x 36" THEY HAVE BEEN REDUCED OR ENLARGED. ANCHOR BOLT J.B. MILL VALLEY, CA 94941 A0.2 EXISTING SITE PHOTOS (DO NOT SCALE DRAWINGS) ABV. ABOVE JST. JOIST THERE IS NO CHANGE IN SCOPE OF WORK FOR THE RESIDENCE PREVIOUSLY APPROVED AC AIR CONDITIONING JNT. JOINT (415) 706-9554 A0.3 EXTERIOR RENDERING BY DESIGN REVIEW. ALL ITEMS MODIFIED OR ADDED ON THIS COVERSHEET IS INDICATED IN 2. THE STANDARD A.I.A. GENERAL CONDITIONS ARE HEREBY MADE A PART OF THESE ADJ. ADJUSTABLE K.D. KILD DRIED A0.4 EXTERIOR RENDERING RED. DRAWINGS. ALUM. ALUMINUM L.H. LEFT HAND ARCHITECT A0.5 PROPOSED MATERIALS APPL. APPLIANCE LAV. LAVATORY TOPO EXISTING TOPOGRAPHIC SURVEY 3. ALL DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED. ASPH. ASPHALT LT. LIGHT CHARLIE BARNETT ASSOCIATES B.O. BOTTOM OF MAX. MAXIMUM 626 HAMPSHIRE STREET ROS RECORD OF SURVEY SCOPE OF WORK B.U.R. BUILT-UP ROOFING MED. MEDIUM 4. DO NOT SCALE DRAWINGS FOR DIMENSIONS. WRITTEN DIMENSIONS SHALL TAKE SAN FRANCISCO, CA 94110 E1.0 EXISTING SITE PLAN BD MANUFACTURER PRECEDENCE OVER SCALED DIMENSIONS BOARD MFR. (415) 824-0478 A1.0 PROPOSED SITE PLAN NEW 3,004SF, TWO-STORY, SINGLE FAMILY RESIDENCE - THE PROPOSED BLDG. BUILDING MISC. MISCELLANEOUS C1 PRELIMINARY GRADING & DRAINAGE PLAN RESIDENCE INCLUDES; (4) BEDROOMS, (3) BATHROOMS, LAUNDRY/MUD ROOM 5. BLKG. BLOCKING MIN. MINIMUM DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BLW. BELOW MIR. MIRROR CONTRACTOR C2 PRELIMINARY STORMWATER CONTROL PLAN AND AN ATTACHED (2) CAR GARAGE. THE EXISTING TWO-STORY, SINGLE FAMILY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF BM. BEAM MTD. MOUNTED EROSION CONTROL PLAN & DETAILS PLATH & COMPANY EC1 RESIDENCE AND 56SF SHED TO BE REMOVED. NEW SYSTEMS, INCLUDING; SEPTIC, ANY WORK. IF THE CONTRACTOR PROCEEDS WITH THE WORK WITHOUT VERIFYING BRZ. BRONZE MTL. METAL EXISTING CONDITIONS AND DISCOVERS AFTER HIS WORK HAS STARTED THAT THERE GENERAL CONTRACTOR'S LICENSE #395458 CP CONSTRUCTION PROGRAM ELECTRICAL, PLUMBING & HVAC. NEW FIRE SPRINKLERS. EXISTING 247SF BTW. BETWEEN (N) NEW ON-SITE WASTEWATER SYSTEM SITE PLAN ARE DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL EXISTING CONDITIONS , C.I. CAST IRON N.T.S. NOT TO SCALE PROJECT MANAGER: JB FERRARONE SEPTIC DETACHED STUDIO TO REMAIN UNCHANGED. HE SHALL PROCEED TO PERFORM WHATEVER WORK IS REQUIRED TO CORRECT THE C.I.P. CAST IN PIPE NIC NOT IN CONTRACT 1575 FRANCISCO BLVD EAST SEPTIC CONSTRUCTION DETAILS DISCREPANCIES AND BRING ABOUT THE PROPER EXECUTION OF THE PROJECT TO C.O. CLEAN OUT O/ OVER SAN RAFAEL, CA 94901 SEPTIC CONSTRUCTION DETAILS PROJECT INFORMATION THE SATISFACTION OF THE ARCHITECT AT NO EXTRA COST TO THE OWNER. CAB. CABINET O.C. ON CENTER OFFICE - 415.460.1575 L2.0 PLANTING PLAN CL CENTER LINE OPG. OPENING LANDSCAPE 6. E2.0 EXISTING FIRST FLOOR PLAN NO EXTRA COMPENSATION SHALL BE ALLOWED FOR EXTRA WORK RESULTING CLG. CEILING P.T. PRESSURE TREATED JAY THAYER LANDSCAPE ARCHITECTURE A.P.N.: 046-212-03 FROM LACK OF COORDINATION BETWEEN THE TRADES. CLO. CLOSET PLATE E2.1 EXISTING SECOND FLOOR PLAN PL. 10 ARKANSAS STREET SUITE C CLR. CLEAR PLAM. PLASTIC LAMINATE E2.2 DEMOLITION FIRST FLOOR PLAN SAN FRANCISCO CA 94107 7. ALL EARTHWORK AND SITE DRAINAGE, INCLUDING SITE CLEARING, PIER AND/OR CMU CONCRETE MASONRY UNIT PLYWD. PLYWOOD OCCUPANCY GROUP R-3/U (415) 626-2636 E2.3 DEMOLITION SECOND FLOOR PLAN FOOTING EXCAVATIONS, PREPARATION OF SUBGRADE BENEATH SLABS-ON-GRADE, COL. COLUMN PNL. PANEL E3.0 EXISTING EXTERIOR ELEVATIONS PLACEMENT AND COMPACTION OF ENGINEERED FILL, AND SURFACE AND CONC. CONCRETE PR. PAIR E3.1 EXISTING EXTERIOR ELEVATIONS CONSTRUCTION TYPE V-B SUBSURFACE DRAINAGE SHOULD BE PERFORMED IN ACCORDANCE WITH THE CONT. CONTINUOUS PTD. PAINTED GRADING RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. PROVIDED AT LEAST 48 HOURS CSK. COUNTERSINK R RISER A2.0 PROPOSED UPPER FLOOR PLAN ADVANCE NOTIFICATION OF ANY EARTHWORK OPERATIONS AND SHOULD BE PRESENT CSMT. CASEMENT (RE) RE-USE EXISTING CSW/STRUBER-STROEH ENGINEERING GROUP A2.1 PROPOSED LOWER FLOOR PLAN SPRINKLERED YES TO OBSERVE AND/OR TEST AS NECESSARY THE EARTHWORK AND FOUNDATION CTR. CENTER R.H. RIGHT HAND 45 LEVERONI COURT PROPOSED ROOF PLAN CW ROUGH OPENING A2.2 INSTALLATION PHASES OF THE PROJECT. COLD WATER R.O. NOVATO, CA 94949 WIND EXPOSURE CATEGORY/SPEED: 80 MPH EXPOSURE D DF DOUGLAS FIR R.W.L. RAIN WATER LEADER A3.0 PROPOSED ELEVATIONS (415) 883-9850 8. THE SURVEYOR OF RECORD SHALL SUBMIT VERIFICATION OF BUILDING HEIGHTS IN DH DOUBLE HUNG RAD. / R. RADIUS A3.1 PROPOSED ELEVATIONS DIA. REINFORCED CLIMATE ZONE: 3 WRITING TO THE TOWN, PRIOR TO FRAMING INSPECTION. DIAMETER REINF. A4.0 PROPOSED SECTIONS DIM. DIMENSION REQ'D REQUIRED SOILS PROPOSED SECTIONS DN. DOWN RESIL. RESILIENT A4.1 9. THE RECOMMENDATIONS OF THE ARBORIST MUST BE FOLLOWED FOR THE ZONING DISTRICT: SFR-4 DR. DOOR RM. ROOM HERZOG GEOTECHNICAL G0.0 GREEN BUILDING STANDARDS DURATION OF CONSTRUCTION. TREE PROTECTION FENCING MUST BE CONSTRUCTED DTL DETAIL RWD. REDWOOD 70 WOODSIDE LANE G0.1 GREEN BUILDING STANDARDS PRIOR TO BUILDING PERMIT ISSUANCE AND MUST REMAIN FOR THE DURATION OF DW DISHWASHER S.A.D. SEE ARCH. DRAWINGS PROPERTY TYPE: RURAL RESIDENTIAL CONSTRUCTION. MILL VALLEY, CA 94941 GP0.0 GREEN POINT CHECKLIST DWG. DRAWING S.C. SOLID CORE (415) 388-8355 S1 RETAINING WALL COVER SHEET DWR. DRAWER S.C.D. SEE CIVIL DRAWINGS EXISTING PARKING PROVIDED: (1) UNCOVERED SPACE CONTRACTOR DUTIES (E) EXISTING SEE LANDSCAPE DRAWINGS S2 RETAINING WALL SITE PLAN S.L.D. PROPOSED PARKING PROVIDED: (2) COVERED SPACES / (2) UNCOVERED SPACES EA. EACH S.P. SOLID PIPE SEPTIC S3 RETAINING WALL DETAILS 1. THE CONTRACTOR SHALL: ELEV. ELEVATION S.S. STAINLESS STEEL S4 RETAINING WALL AND FENCE ELEVATIONS EQ EQUAL S.S.D. SEE STRUCTURAL DRAWINGS NOADIAH ECKMAN EXISTING AND PROPOSED LOT SIZE: 11,554 S.F. (NO CHANGE) A. FURNISH ALL MATERIALS, LABOR AND EQUIPMENT REQUIRED FOR THE FULL EXP. EXPOSED S.T. STEEL TROWEL 1000 4TH STREET, SUITE 800 PERFORMANCE OF THE WORK HEREIN, UNLESS OTHERWISE NOTED (U.O.N.). ALL EXT. EXTERIOR SHELF SH. SAN RAFAEL, CA 94901 AVERAGE SITE SLOPE: 34.9% WORK SHALL BE PERFORMED IN A GOOD WORKMAN-LIKE MANNER AND CONFORM TO F.F. FINISH FLOOR SHR. SHOWER (510) 390-3992 FEB. 28, 2019 ALL PERTINENT REQULATIONS AND INSTRUCTIONS. F.G. FINISHED GRADE SIM. SIMILAR B. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING SEPARATE PERMITS FOR F.O.C. FACE OF CONCRETE SPK. SPEAKER FIRE HAZARD SEVERITY ZONE: VERY HIGH FIRE HAZARD SEVERITY (SRA) ELECTRICAL, MECHANICAL, PLUMBING, GRADING OR OTHER PERMITS AS MAY BE F.O.F. FACE OF FINISH STL. STEEL SURVEY WILDLAND-URBAN INTERFACE FIRE AREA F.O.S. FACE OF STUD STN. STAIN REQUIRED BY LOCAL AUTHORITIES. ISSUANCE OF A BUILDING PERMIT BASED ON J.L. ENGINEERING & LAND SURVEY FD FLOOR DRAIN T&G TONGUE & GROOVE BUILDING STANDARDS THESE DRAWINGS DOES NOT CONSTITUTE GRANTING OF THESE SEPARATE PERMITS. 1539 FOURTH STREET PROJECT DATA C. ARRANGE FOR ALL INSPECTIONS AS CALLED FOR IN SECTION 108.4 OF THE 2016 FDN. FOUNDATION T. TREAD SAN RAFAEL, CA 94901 CBC. FIN. FINISH T.O. TOP OF MAXIMUM HEIGHT (PER TAMALPAIS AREA DEVELOPMENT) 30FT - MAIN BUILDING FLR. FLOOR T.O.C. TOP OF CONCRETE (415) 457-6647 RECORD: 2. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT IN ACCORDANCE FRPR. FIREPROOFING T.O.P. TOP OF PLATE (SEE SHEET A0.1) WITH MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE CODES. FTG. FOOTING T.O.S. TOP OF STEEL / SLAB EXISTING AND PROPOSED BUILDING AREA FW FILTERED WATER T.O.W. TOP OF WALL RETAINING WALL 11,554 SF GD GARBAGE DISPOSAL T.P.H. TOILET PAPER HOLDER 3. CONTRACTOR SHALL PROTECT EXISTING VEGETATION AND ADJACENT SITE 11,554 SF EXISTING FLOOR AREA SF G.I. GALVANIZED IRON T.S. TUBE STEEL ANDERSSON|WOODROW STRUCTUAL DESIGN AND ENGINEERING IMPROVEMENTS FROM DAMAGE DURING THE COURSE OF THE WORK. G.W.B. GYPSUM WALLBOARD THK. THICKNESS 81 DOMINGA AVENUE (E) FIRST FLOOR 1,308 SF GA. GAUGE TYP. TYPICAL FAIRFAX, CA 94930 4. CONTRACTOR SHALL BRACE STRUCTURE AS REQUIRED DURING CONSTRUCTION. GL. GLASS U.O.N. UNLESS OTHERWISE NOTED (415) 453-3431 2,171 SF (E) SECOND FLOOR 562 SF V.I.F. H.C. HOLLOW CORE VERIFY IN FIELD 3,604 SF 5. CONTRACTOR SHALL PROVIDE STRICT CONTROL OF JOB CLEANUP TO REMOVE H.W. HOT WATER V.T.R. VENT THROUGH ROOF (E) ACCESSORY STRUCTURE 54 SF DUST AND DEBRIS FROM CONSTRUCTION AREA. HB HOSEBIB VP VENT PIPE HDR. HEADER W.O. WHERE OCCURS (E) ACCESSORY STRUCTURE 247 SF 6. ALL SPECIAL INSPECTION AGENCIES, INDIVIDUALS, AND SHOP FABRICATORS SHALL HOR. HORIZONTAL W.P. WATERPROOFING 2,051 SF BE APPROVED BY THE BUILDING DEPARTMENT PRIOR TO ANY WORK BEING HT HEIGHT W.S. WEATHER STRIPPING 3,604 SF EXISTING TOTAL FLOOR AREA : 2,171 SF PERFORMED. CONTRACTOR SHALL SUBMIT ALL DOCUMENTATION FOR APPROVAL. HTR. HEATER WC WATER CLOSET I.D. INSIDE DIAMETER WD. WOOD 7. CONTRACTOR SHALL ENSURE 50% REDUCTION OF NON-HAZARDOUS INS. INSULATION WDW. WINDOW PROPOSED FLOOR AREA SF 2,051 SF CONSTRUCTION AND DEMOLITION WASTE OR LOCAL ORDINANCE, WHICHEVER IS INT. INTERIOR WH WATER HEATER (N) LOWER FLOOR (INCLUDES 576 SF OF GARAGE) 2,039.5 SF MORE STRINGENT (EXCEPTION SOIL AND LAND-CLEARING DEBRIS), PER CALGREEN 3,004 SF 4.408. ALSO REFER TO GEOTECHINICAL REPORT BY MURRAY ENGINEERS, INC. (N) UPPER FLOOR 1,317.5 SF CAL-GREEN NOTES APPLICABLE CODES / REGULATIONS 5,715 SF 8.
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