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 4. DO NOT SCALE DRAWINGS FOR DIMENSIONS. WRITTEN DIMENSIONS SHALL TAKE B.U.R. BUILT-UP ROOFING MED. MEDIUM 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. CONTRACTOR SHALL PROVIDE BUILDING OWNER WITH BUILDING AND MAINTENANCE 1. ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC (E) ACCESSORY STRUCTURE 247 SF MANUAL, PER CALGREEN 4.410. COMPOUND LIMITS (4.504.1) 2016 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE PART 1 2016 CALIFORNIA BUILDING CODE PART 2, VOLUME 1 2,171 / 11,554 18.8% PROPOSED TOTAL FLOOR AREA : 3,604 SF 9. HVAC SYSTEM INSTALLERS TO BE TRAINED AND CERTIFIED IN THE PROPER 2. PAINTS, STAINS AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS (4.504.2.2) 2016 CALIFORNIA BUILDING CODE PART 2, VOLUME 2 INSTALLATION OF HVAC SYSTEMS BY A NATIONALLY OR REGIONALLY RECOGNIZED 2,286.5 / 11,554 19.8% (N) LOWER LEVEL DECKS (225 + 202) 427 SF 2016 CALIFORNIA RESIDENTIAL CODE PART 2.5 TRAINING OR CERIFICATION PROGRAM. 3. AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS (4.504.2.3). VERIFICATION OF COMPLIANCE 2016 CALIFORNIA ELECTRICAL CODE PART 3 (N) UPPER LEVEL TERRACE (328 + 163.5) 491.5 SF GENERAL SHALL BE PROVIDED. 2016 CALIFORNIA MECHANICAL CODE PART 4 120 CY 2016 CALIFORNIA PLUMBING CODE PART 5 1. PROVIDE SEISMIC ANCHORAGE OF ALL APPLIANCES, BOILERS AND WATER HEATERS. CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS (4.504.3) 155 CY 4. 2016 CALIFORNIA ENERGY CODE PART 6 (PART 7 NOT USED) 0 (IMPORT 35 CY) EXISTING AND PROPOSED FLOOR AREA (SEE SHEET A0.1) 2. VERIFY CLEARANCES FOR BOILERS, WATER HEATERS AND APPLIANCES PER 5. MINIMUM 50% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH 2016 CALIFORNIA HISTORICAL BUILDING CODE PART 8 MANUFACTURERS' SPECIFICATIONS AND INSTALL ACCORDINGLY. SECTION 4.504.4. 2016 CALIFORNIA FIRE CODE PART 9 EXISTING BUILDING AREA 2016 CALIFORNIA EXISTING BUILDING CODE PART 10 1 UNCOVERED 3. PROVIDE EXHAUST VENTILATION TO THE OUTSIDE FROM ALL GAS BURNING 6. PARTICLE BOARD, MEDIUM DENSITY FIBERBOARD (MDF) AND HARDWOOD PLYWOOD (E) FIRST FLOOR 1,308 SF 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN CODE) PART 11 2 COVERED / APPLIANCES. USED IN INTERIOR FINISH SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE EMISSION STANDARDS. (4.505.2) 2016 CALIFORNIA REFERENCE STANDARDS CODE PART 12 2 UNCOVERED (E) SECOND FLOOR 562 SF 4. PROVIDE MIN. 100 SQ. IN. EACH UPPER AND LOWER COMBUSTION AIR CLEAR MARIN COUNTY CODES AND ORDINANCES 15'-4" 7. INSTALL CAPILLARY BREAK AND VAPOR RETARDER AT SLAB ON GRADE FOUNDATIONS (E) ACCESSORY STRUCTURE 54 SF OPENINGS FOR WATER HEATERS, BOILERS, FURNACES, AND OTHER GAS BURNING (4.505.2) APPLIANCES. LOCATE OPENINGS WITHIN 12" FROM FLOOR AND WITHIN 12" FROM ALL OTHER APPLICABLE STATE & LOCAL CODES, RULES, AND REGULATIONS 26'-9" SUBTOTAL 1,924 SF CEILING. 8. CHECK MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALLS AND FLOOR FRAMING BEFORE ENCLOSURE (4.505.3). (E) ACCESSORY STRUCTURE 247 SF 5. ENCLOSED ACCESSIBLE SPACE UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD, PER CRC 302.7. 9. PROVIDE INSULATED LOUVERS/COVERS (MIN.R-4.2) WHICH CLOSE WHEN THE FAN IS OFF EXISTING TOTAL BUILDING AREA : FOR THE WHOLE HOUSE EXHAUST FANS (4.507.1). GENERAL NOTES ON SPRAY-APPLIED THERMAL INSULATION: 1,924 (E) TO BE DEMO'D + 247 SF (E) TO REMAIN - 120SF (ADJUSTMENT) = 2,051 SF 6. DWELLING AND GARAGE FIRE SEPARATION TO BE PROVIDED IN ACORDANCE WITH 0.27 11,554 3,990 7,565 N/A CRC 302.6 . 10 . AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS INSTALLED AT THE TIME OF FINAL 1. ICYNENE LD-C-50 INSULATION SHALL BE INSTALLED IN STRICT ACCORDANCE W/ THE PROPOSED BUILDING AREA INSPECTION SHALL BE WEATHER-BASED (4.304.1) GARAGE /AND OR CARPORT SHALLL BE SEPERATED FOLLOWING: 0.27 11,554 3,697 7,858 5,715 - FROM RESIDENCE AND ATTICS BY 1/2" GYPSUM BOARD MIN.(OR EQ.) (N) LOWER FLOOR 2,039.5 SF 11 . PROTECT ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS AT - MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTION APPLIED TO GARAGE SIDE. - THE PUBLISHED PRODUCT LISTING REPORT LOCATION MAP - FROM ALL HABITABLE ROOMS ABOVE GARAGE OR CARPOT, BY 5/8" TYPE X EXTERIOR WALLS AGAINST THE PASSAGE OF RODENTS (4.406.1) (N) UPPER FLOOR 1,317.5 SF - THE ALTERNATIVE DESIGN STANDARD IN 2013 CALIFORNIA RESIDENTIAL CODE SECTION (OR EQ.). NOT TO SCALE COVER DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT R806.5 . - FROM STRUCTURE SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR 12. SPECIFIC DIRECTIONS - SUBTOTAL 3,357 SF OPENINGS DURING CONSTRUCTION (4.504.1). - 2016 CBC SECTION 2603 "FOAM PLASTIC INSULATION" FROM PANORAMIC HWY, TURN SOUTH ONTO RIDGE AVENUE, THE SEPARATION REQUIRED BY THIS SECTION BY 1/2" GYPSUM BOARD MIN. (OR SUBJECT PROPERTY IS ON THE LEFT AT 49 RIDGE AVENUE (E) ACCESSORY STRUCTURE 247 SF EQ.). 13. INDOOR WATER USE SHALL BE REDUCED BY AT LEAST 20% BY USING WATER SAVING 2. ICYNENE LD-C-50 INSULATION SHALL BE INSTALLED BY A INSTALLER CERTIFIED BY - FROM GARAGES LOCATED LESS THAN 3' FROM A DWELLING UNIT ON THE FIXTURES OR FLOW RESTRICTOR, OR DEMONSTRATE A 20% REDUCTION IN BASELINE PROPOSED TOTAL BUILDING AREA : SAME LOT BY 1/2" GYPSUM BOARD OR EQ. , APPLIED TO THE INTERIOR SIDE OF WATER USE PER SECTION 4.303.1. SEE NOTE PLUMBING NOTE #3 ON THIS SHEET. THE MANUFACTURER. (N) 3,357 + 247 (E) TO REMAIN - 120 (ADJUSTMENT) - 480 (ADJUSTMENT) = 3,004 SF EXTERIOR WALLS THAT ARE WITHIN THIS AREA. 14. A COPY OF THE OPERATION AND MAINTENANCE MANUAL SHALL BE GIVEN TO THE 3. PER 2016 CBC 2603.2 LABELING AND IDENTIFICATION: 7. DENSHIELD OR EQ. TO BE INSTALLED IN ALL WET LOCATIONS IN BATHROOMS. BUILDING OCCUPANT OR OWNER ADDRESSING ITEMS 1 THROUGH 10 IN SECTION 4.410.1 PACKAGES AND CONTAINERS OF FOAM PLASTIC INSULATION AND FOAM PLASTIC EXISTING AND PROPOSED FLOOR AREA RATIO (SEE SHEET A0.1) DENSHIELD OR EQ. MUST BE INSTALLED TO A POINT A MIN. OF 72" ABOVE THE SHOWER LISTED BELOW: INSULATION COMPONENTS DELIVERED TO THE JOB SITE SHALL BEAR THE LABEL OF DRAIN. DO NOT INSTALL A VAPOR BARRIER BEHIND IT AND THE FRAMING. CORROSION AN APPROVED AGENCY SHOWING THE MANUFACTURER'S NAME, THE PRODUCT LISTING, TOTAL (SF) RESISTANT FASTENERS MUST BE USED. CONCRETE BOARD REQUIRES A VAPOR 14.1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH PRODUCT IDENTIFICATION AND INFORMATION SUFFICIENT TO DETERMINE THAT THE BARRIER INSTALLED IN BETWEEN IT AND THE FRAMING. CORROSION RESISTANT THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE; END USE WILL COMPLY WITH THE CODE REQUIREMENTS ALLOWABLE F.A.R.: 3,004 SF (MAX.) / 11,554 SF 25.9% FASTENERS MUST BE USED. PER 2016 CBC 2603.7 PLENUMS: 14.2 OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: FOAM PLASTIC INSULATION SHALL NOT BE USED AS INTERIOR WALL OR CEILING FINISH 8. GLAZING IN LOCATIONS SUBJECT TO HUMAN IMPACT SHALL BE OF TEMPERED / - EQUIPMENT AND APPLIANCES, INCLUDING WATER-SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, WATER HEATING SYSTEMS AND OTHER MAJOR IN PLENUMS EXCEPT AS PERMITTED IN SECTION 2604 OR WHEN PROTECTED BY A EXISTING F.A.R: SHATTER PROOF SAFETY GLASS. USE SAFETY GLAZING AT DOORS, GLAZING ADJACENT APPLIANCES AND EQUIP. THERMAL BARRIER IN ACCORDANCE WITH SECTION 2603.4. 1,924 (E) TO BE DEMO'D + 247 SF (E) TO REMAIN - 120SF (ADJ.) = 2,051SF / 11,554 SF 17.7% TO DOORS WITHIN 24" OF THE VERTICAL EDGES OF THE DOOR AND WHOSE BOTTOM - ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE, GLAZING WITHIN 5 - SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. 4. ICYNENE LD-C-50 MUST BE SEPARATED FROM THE INTERIOR OF THE BUILDING BY AN FT. FROM THE TOP AND BOTTOM OF STAIRS, GLAZING LESS THAN 18" ABOVE FLOOR - LANDSCAPE IRRIGATION SYSTEMS. APPROVED THERMAL BARRIER, SUCH AS 1/2" GYPSUM WALLBOARD OR AN EQUIVALENT PROPOSED F.A.R.: LEVEL, GLAZING IN DOORS AND ENCLOSURES OF TUBS AND SHOWERS, AND GLAZING IN - WATER RE-USE SYSTEMS. (N) 3,357 + 247 (E) TO REMAIN - 120 (ADJ.) - 480 (ADJ.) = 3,004 SF / 11,554 SF 25.9% WARDROBE DOORS PER CRC 308.4. WINDOWS WITHIN 60 INCHES FROM TUB OR 15-MIN THERMAL BARRIER. SHOWER FLOOR REQUIRE SAFETY GLAZING. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON

14.3. RESIDENCE METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE 5. WHEN ICYNENE LD-C-50 IS INSTALLED WITHIN UNVENTED ATTICS, WHERE ENTRY IS 9. VAPOR RETARDER AND CAPILLARY BREAK SHALL BE INSTALLED FOR SLAB ON GRADE PROGRAMS AND LOCATIONS. MADE ONLY FOR SERVICE OF UTILITIES, AN IGNITION BARRIER MUST BE INSTALLED IN ACCORDANCE WITH CBC SECTION 2603.4.1.6 AND CRC SECTIONS R316.5.3 AND R316.5.4.

FOUNDATION. SHALL HAVE MINIMUM 4" OF 1/2" CLEAN AGGREGATE BASE BETWEEN 94941 VAPOR RETARDER AND SLAB IN ACCORDANCE WITH CALGREEN 4.505.THE 14.4. PUBLIC TRANSPORTATION AND / OR CARPOOL OPTIONS AVAILABLE IN THE AREA. AERIAL VIEW OF SITE AND IMMEDIATE SURROUNDINGS

REQUIREMENTS OF CA 14.5. EDUCATION MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE SPECIAL INSPECTIONS SUBJECT PROPERTY NOT TO SCALE SUBJECT PROPERTY 10. PROVIDE BACKFLOW PREVENTION VALVE ON MAIN SEWAGE CONNECTION AND ALL HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO

POTABLE WATER. MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 1. SPECIAL INSPECTION BY INDEPENDENT AGENCY REQUIRED FOR AVENUE REINFORCED CONCRETE (PLACEMENT, CAST SAMPLES AND COMPRESSION CONSTRUCTION 11. 14.6. INFORMATION ABOUT WATER-CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND 046-212-03 INSTALL SOLID BLOCKING AS REQUIRED FOR FINISH HARDWARE, CABINETS, TRIM, CONTROLLERS WHICH CONSERVE WATER. TESTS), STRUCTURAL STEEL ( SHOP MATERIAL IDENTIFICATION, WELDING VALLEY, PLUMBING ACCESSORIES, AND FIXTURES. INSPECTION ON SHOP-DRAWINGS AND ON SITE), DRILLED PIERS AND CMU #: 14.7. INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE WALLS. RIDGE 12. PRE-PRIME KNOTS IN LUMBER WITH ZINSSER'S "BIN" PRIMER SEALER OR APPROVED OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM FOUNDATION. EQUAL. MADDOX NEW 49 MILL APN 14.8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING BUT NOT 2. INSPECTION BY STRUCTURAL ENGINEER FOR HOLDOWNS/ANCHORS, SHEAR 13. ALL PORTIONS OF WOOD EXPOSED TO WEATHER TO BE OF NATURAL RESISTANCE LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. WALL NAILING (4" OR LESS NAILING SPACING CBC1707.3) AND ITEMS LISTED ON TO DECAY OR TREATED WOOD. STRUCTURAL DRAWINGS. COVER SHEET 14.9. INFORMATION ABOUT STATE SOLAR AND INCENTIVE PROGRAMS AVAILABLE. 14. ALL CUT OR NOTCHED TREATED WOOD SHALL BE SEALED WITH COPPER GREEN AND GENERAL NOTES WOOD PRESERVATIVE SEALER. 14.10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING 3. EPOXY ADHESIVE CONNECTIONS. SEE STRUCTURAL DRAWINGS FOR MORE AGENCY OR THIS CODE. INFORMATION. 15. ALL EXTERIOR SHEATING TO BE 1/2" THK. PLYWOOD UNLESS OTHERWISE NOTED IN DRAWN BY: smb STRUCTURAL DRAWINGS. 15. VERIFICATION OF COMPLIANCE WITH CAL-GREEN MAY INCLUDE CONSTRUCTION 4. TITEN INSTALLATION. SEE STRUCTURAL DRAWINGS FOR MORE DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INFORMATION. ISSUED: PLANNING LIFE SAFETY INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE BUILDING DEPARTMENT WHICH SHOW SUBSTANTIAL CONFORMANCE. IMPLEMENTATION VERIFICATION SHALL BE 1. WHERE REQUIRED BY LOCAL JURISDICTIONS, BUILDINGS TO BE FULLY SPRINKLERED SUBMITTED TO THE BUILDING DEPARTMENT AFTER IMPLEMENTATION OF ALL REQUIRED 5. GEOTECHNICAL FIELD OBSERVATION SHALL BE REQUIRED AND PROVIDED DATE: 10.06.17 IN ACCORDANCE WITH CRC 312.2 AND NFPA 101 13D. MEASURES AND PRIOR TO THE FINAL INSPECTION APPROVAL. FOR THE DRILLING AND PLACEMENT OF THE CONCRETE FOUNDATION SYSTEM INCLUDING INDIVIDUAL DETERMINATION OF THE PIER DEPTH. FINDINGS 2. SMOKE DETECTORS SHALL BE HARD-WIRED IN CEILINGS AND EQUIPPED WITH A DOCUMENTATION SHALL BE SUBMITTED TO THE FIELD INSPECTOR. SCALE: NTS BATTERY BACKUP IN ACCORDANCE WITH CRC 314. REFER TO ME0.0 FOR MORE INFORMATION.

3. MONOXIDE ALARMS SHALL BE HARD-WIRED IN CEILINGS AND EQUIPPED WITH A BATTERY BACKUP IN ACCORDANCE WITH CRC 315. REFER TO ME0.0 FOR MORE INFORMATION. A0.0 DIVISION 01 - GENERAL REQUIREMENTS FOUNDATION NOTES ALSO SEE STRUCTURAL NOTES, SHEET S1 1. ALL WORK SHALL COMPLY WITH THE 2016 CALIFORNIA BUILDING CODE (2015 IBC) AND LATEST EDITIONS OF THE GOVERNING LOCAL CODES AND 1. THE GEOTECHNICAL REPORT BY HERZOG GEOTECHNICAL, NO. 3340-01-15, DATED 15 ORDINANCES, AS APPLICABLE. ALL WORK AND MATERIALS ARE TO COMPLY WITH THE LATEST REQUIREMENTS OF ALL APPLICABLE CITY, COUNTY OCTOBER 2015, SHALL BE CONSIDERED A PART OF THESE PLANS AND A COPY SHALL AND STATE CODES, LOCAL REGULATIONS, AND THE DIRECTION OF THE BUILDING OFFICIAL FOR SUCH BUILDING LAWS. ALL REGULATIONS AND DIRECTIONS BE AVAILABLE ON THE JOB SITE AT ALL TIMES. ARE TO BE CONSIDERED AS PART OF THESE SPECIFICATIONS AND PLANS, EXCEPT WHERE EXCEEDED HEREIN. 2. ALL FOUNDATION SUBGRADES AND EXCAVATIONS ARE TO BE PREPARED PER THE 2. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE BEFORE EXECUTING ANY WORK. THE GEOTECHNICAL REPORT. THE PROJECT GEOTECHNICAL ENGINEER SHALL OBSERVE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER AND/OR THE AUTHORIZED AGENT OF THE OWNER OF ANY AND ALL DISCREPANCIES BEFORE AND APPROVE ALL FOUNDATION SUBGRADES AND EXCAVATIONS PRIOR TO THE PROCEEDING. PLACING OF CONCRETE.

3. EACH CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED BY LEGAL AUTHORITIES BEFORE PROCEEDING WITH 3. STRUCTURAL OBSERVATION(S), PER CBC SECTION 1710, ARE REQUIRED BY THE THEIR PROSPECTIVE INSTALLATION(S). THE CONTRACTOR(S) SHALL ALSO ARRANGE AND PAY FOR ALL INSPECTIONS AND ENGINEER OF RECORD FOLLOWING PLACEMENT OF ALL STEEL COLUMNS (PRIOR TO EXAMINATIONS REQUIRED BY THOSE AUTHORITIES (UNLESS AN AGREEMENT WITH THE OWNER STATES OTHERWISE). POURING CONCRETE), TO VERIFY GENERAL CONFORMANCE WITH THE APPROVED STRUCTURAL PLANS. IT IS THE OWNER AND/OR CONTRACTOR'S RESPONSIBILITY TO Expires 12/31/20 9 SCHEDULE THE STRUCTURAL OBSERVATION(S) AT THE APPROPRIATE STAGES OF 4. NUMERICAL DIMENSIONS SHALL TAKE PRIORITY OVER SCALED DIMENSIONS. CONSTRUCTION.

5. THE STRUCTURE(S) IS DESIGNED TO BE A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS WITH THE SHORING AND BRACING, AS NECESSARY. DRAWINGS.

STRUCTURAL OBSERVATION (AS REQUIRED, SEE STRUCTURAL DRAWINGS) 5. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS (SPECIAL INSPECTION NOT REQUIRED - 2500 PSI DESIGN STRENGTH) THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR ANOTHER ENGINEER OR ARCHITECT DESIGNATED BY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION IN CONFORMANCE FRAMING NOTES ALSO SEE STRUCTURAL NOTES, SHEET S1 WITH CBC SECTION 1704.5. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR, AND THE BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT A WRITTEN STATEMENT TO THE BUILDING OFFICIAL INDICATING 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2016 CALIFORNIA THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH TO THE BEST OF THE STRUCTURAL OBSERVER'S BUILDING CODE, AS ADOPTED BY THE CONTROLLING JURISDICTION. KNOWLEDGE, HAVE NOT BEEN RESOLVED. 2. STRUCTURAL OBSERVATION(S), PER CBC SECTION 1704.5, ARE REQUIRED BY THE ENGINEER OF RECORD FOLLOWING INSTALLATION OF THE WOOD LAGGING (PRIOR DIVISION 02 - SITE WORK TO BACKFILLING), TO VERIFY GENERAL CONFORMANCE WITH THE APPROVED STRUCTURAL PLANS. IT IS THE OWNER AND/OR CONTRACTOR'S RESPONSIBILITY TO EXCAVATIONS & FOUNDATIONS SCHEDULE THE STRUCTURAL OBSERVATION(S) AT THE APPROPRIATE STAGES OF CONSTRUCTION. 1. THE GEOTECHNICAL REPORT IF APPLICABLE SHALL BE CONSIDERED A PART OF THESE PLANS AND A COPY SHALL BE AVAILABLE ON THE JOB SITE AT ALL TIMES. 3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. NOTIFY THE ENGINEER OF RECORD, BEFORE PROCEEDING, OF ANY DISCREPANCIES BETWEEN 2. GEOTECHNICAL REPORT BY: HERZOG GEOTECHNICAL THE PLANS AND EXISTING SITE CONDITIONS. JOB NO: 3340-01-15 DATE: 30 OCTOBER 2015 4. ALL DIMENSIONED FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH (UNLESS OTHERWISE NOTED), FREE OF HEART CENTER (FOHC), AND OF THE FOLLOWING 3. ALL EXCAVATIONS, AND THE STABILITY THERE OF, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IN THE EVENT THAT EXCAVATIONS REVEAL MINIMUM GRADES (AS GRADED BY WCLB AND/OR WWPA RULES): UNUSUAL AND/OR UNSTABLE CONDITIONS, THE SERVICES OF A SOILS ENGINEER AND/OR GEOLOGIST MAY BE REQUIRED. RETAINING WALL LAGGING: PRESSURE TREATED NO. 2 OR BETTER 4. TEMPORARILY CUT SLOPES SHALL CONSIST OF A 5 FT. MAXIMUM VERTICAL CUT WITH A 1/2:1 MAXIMUM TRANSITION SLOPE TO ORIGINAL GRADE, ABOVE 5 FT. (UNLESS SITE CONDITIONS OR AGENCY REQUIREMENTS DICTATE MORE RESTRICTIVE MEASURES). 5. BOLT HOLES IN WOOD MEMBERS SHALL BE DRILLED A MINIMUM OF 1/32-INCH, TO A 5. ALL STANDING WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE. MAXIMUM OF 1/16-INCH, LARGER THAN THE BOLT DIAMETER.

6. ALL EMBEDS IN CONCRETE OR MASONRY SHALL BE SET WITH TEMPLATES (AS REQUIRED) AND SECURELY TIED IN PLACE PRIOR TO INSPECTION. METAL CONNECTORS AND TREATED LUMBER

7. THE GEOTECHNICAL ENGINEER IS TO PROVIDE SITE INSPECTION SERVICES DURING THE EXCAVATION, DRILLING, AND CONSTRUCTION OF THE FOUNDATION 1. ALL FASTENERS, ANCHORS, AND CONNECTORS (NAILS, SCREWS, BOLTS, ETC.) IN AND GRADING PORTIONS OF THE PROJECT. CONTACT WITH PRESERVATIVE-TREATED OR FIRE-RETARDANT TREATED LUMBER SHALL BE BATCH/POST HOT-DIP GALVANIZED STEEL (PER ASTM A123/A153) OR RETAINING WALL BACKFILL & DRAINAGE STAINLESS STEEL (CBC 2304.9.5)

1. UNLESS NOTED OTHERWISE, NORMAL BACKFILL SHALL CONSIST OF FREE-DRAINING, NON-COHESIVE MATERIAL FOR A MINIMUM HORIZONTAL DISTANCE OF 12 2. ALL FIELD CUTS AND BORINGS IN PRESSURE TREATED LUMBER SHALL BE TREATED INCHES BEHIND THE WALL. THE FREE-DRAINING MATERIAL SHALL EXTEND TO WITHIN 18 INCHES OF THE SURFACE OF THE BACKFILL. THE UPPER 18 INCHES PER AWPA M4. SHALL CONSIST OF A COHESIVE TYPE SOIL COMPACTED TO SEAL OFF SURFACE DRAINING FROM THE WALL DRAIN.

2. BACKFILL OPERATIONS SHALL BE POSTPONED UNTIL THE SPECIFIED GROUT AND/OR CONCRETE STRENGTH HAS BEEN FULLY ATTAINED. SHOULD EARLY BACKFILL BE REQUIRED, OPERATIONS BEHIND THE UNCURED WALL SHALL BE POSTPONED UNTIL ADEQUATE SHORING HAS BEEN DESIGNED, APPROVED BY THE BUILDING OFFICIAL, AND PROPERLY INSTALLED.

3. WATERPROOFING SHALL BE INSTALLED ON THE EXTERIOR SURFACE OF ALL WALLS ENCLOSING HABITABLE SPACE, AND AT ANY OTHER AREAS REQUIRED BY RETAINING WALL THE OWNER, ARCHITECT, OR ENGINEER. UNLESS NOTED OTHERWISE, PERFORMANCE AND SERVICEABILITY OF THE WATERPROOFING SHALL BE THE AP. NO. 046-212-03 RESPONSIBILITY OF THE CONTRACTOR.

4. UNLESS NOTED OTHERWISE, ALL CONCENTRATED DRAINAGE BEHIND RETAINING WALLS SHALL BE CONDUCTED TO THE STREET IN AN APPROVED MANNER.

5. UNLESS NOTED OTHERWISE, DRAINAGE SHALL BE PROVIDED THROUGH A 4-INCH PERFORATED PLASTIC PIPE PLACED AT THE BASE OF THE FREE-DRAINING MADDOX RESIDENCE MATERIAL AND SLOPED TO DRAIN AT 1% MINIMUM. THE PIPE SHALL BE INSTALLED IN A BLANKET OF NOT LESS THAN 12 INCHES SQUARE OF 1/2-INCH OR 3/4-INCH DRAIN ROCK IN A FILTER FABRIC ENVELOPE (E.G. MIRIFI 140N). IF CALTRANS SPECIFICATION CLASS 2 PERMEABLE IS USED THE FILTER FABRIC VICINITY MAP ENVELOPE MAY BE OMITTED. THE PIPE SHALL BE PLACED WITH THE PERFORATIONS IN THE LOWER 1/2 OF THE PIPE CIRCUMFERENCE. SCALE: 1" = 20'-0"

6. THE PIPE SHALL BE RIGID PVC PIPE WITH AN SDR OF 35 OR EQUIVALENT. ALL BACKDRAINAGE SHALL BE MAINTAINED IN A SEPARATE SYSTEM FROM ROOF AND 49 RIDGE AVE., MILL VALLEY, MARIN COUNTY, CA OTHER SURFACE DRAINAGE.

DIVISION 03 - CONCRETE

1. ALL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS (UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS):

CONVENTIONAL CONTINUOUS & SPREAD FOOTINGS, STEM WALLS, RETAINING WALLS, AND NON-STRUCTURAL SLABS-ON-GRADE FOR LIGHT FRAMED WOOD STRUCTURES OF THREE-STORIES OR LESS: 3000 PSI (2500 PSI DESIGN STRENGTH -SPECIAL INSPECTION NOT REQUIRED)

2. WATER USED IN MIXING CONCRETE SHALL BE POTABLE AND CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO CONCRETE AND REINFORCEMENT. DIVISION 05120 - STRUCTURAL STEEL NEW RETAINING WALL 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM GRADES UNLESS NOTED OTHERWISE. STRUCTURAL STEEL PIPE: ASTM A53, GRADE B. W-SHAPES: ASTM A992 (Fy = 50 ksi) ALL OTHER SHAPES, PLATES, AND BARS: ASTM A36 (Fy = 36 ksi) STRUCTURAL STEEL TUBE : ASTM A500, GRADE B. ALL HIGH-STRENGTH BOLTS (INCLUDING NUTS & WASHERS) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A325 OR ASTM A490 (SEE PLAN). ALL OTHER MACHINE BOLTS SHALL CONFORM TO ASTM A307. THE STEEL FABRICATOR/ERECTOR SHALL SUBMIT ONE COPY OF THE MILL CERTIFICATES TO THE ARCHITECT AND GENERAL CONTRACTOR.

2. ALL WELDING SHALL BE PERFORMED BY QUALIFIED CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS "CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION" LATEST EDITION.

3. ANCHOR BOLTS FOR STEEL BASEPLATES SHALL BE SET ACCURATELY WITH TEMPLATES.

4. ALL WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS, USING NOT LESS THAN THE MINIMUM SIZE, BASED ON THICKNESS OF THE INNER PART JOINED, PER AISC/AWS.

FRAMING CONNECTORS

ALL METAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE, INC. AND INSTALLED WITH FULL NAILING PER THE MANUFACTURER'S SPECIFICATIONS, UNLESS OTHERWISE NOTED. BOX OR SINKER NAILS SHALL NOT BE USED UNLESS SPECIFICALLY APPROVED BY THE ENGINEER.

FASTENERS IN WOOD FRAMING

1. ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS (ASTM A307).

2. BOLTS OR LAG SCREWS WITHOUT METAL SIDE PLATES SHALL HAVE STANDARD CUT WASHERS UNLESS NOTED OTHERWISE.

3. BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" MINIMUM TO 1/16" MAXIMUM GREATER IN DIAMETER THAN THE DIAMETER OF RETAINING WALL COVER SHEET THE BOLT. METAL CONNECTORS AND TREATED LUMBER

1. ALL FASTENERS, ANCHORS, AND CONNECTORS (E.G. POST CAPS, POST BASES, HANGERS, FRAMING ANCHORS, STRAPS, NAILS, SCREWS, BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE-TREATED OR FIRE-RETARDANT TREATED LUMBER SHALL BE BATCH/POST HOT-DIP GALVANIZED STEEL (PER ASTM A123/A153), STAINLESS STEEL, SILICON BRONZE, OR COPPER (CBC 2304.9.5)

2. ALL CONNECTORS AND FASTENERS MUST BE MADE OF THE SAME MATERIAL WHEN USING STAINLESS STEEL OR HOT-DIP GALVANIZED STEEL CONNECTORS.

DATE: 07 AUGUST 2020

SCALE: AS NOTED

SITE MAP DRAWN: BP

SCALE: N.T.S. JOB #: 19017 SHEET S1 OF 3 SHEETS NOTE: SEE THE SHEET (N) SITE RETAINING WALL - HEIGHT VARIES TO 6 FT.5’-3” MAX RETAINING A1.0 IN THE MAIN SET Expires 12/31/20 9 FOR SET BACKS (w/ 64 FT. PROPERTY LINE FENCE ABOVE)

P.T. WOOD LAGGING, 5'-0" o.c. SEE DETAIL 1 TYPICAL TYP. S3 WF STEEL COLUMN SET IN

1'-6" DIA. CONC. PIER AT

X X

X X X

X X X X X X X X X X X X X X X X X X X

X X

X 5'-0" o.c. (TYPICAL, SEE X

X X X

S33°56'44"EX 96.12'

X SCHEDULE)

X X

X X X

X N28°50'34"W 19.89'

X X

X X X

X 520

X X

EXISTING WOOD FENCE X

2 X X

TO BE REMOVED X

528 X S2 X X

X X X

X X

526 X

X X

530 X

X X

X RETAINING WALL

X AP. NO. 046-212-03

X X X

X X

X MADDOX RESIDENCE X 520

X X X

X X

X 49 RIDGE AVE., MILL VALLEY, MARIN COUNTY, CA X

X X

X X (E) GARDEN SHED X

X X

X X 524 X X

X X

X X X

X 520

X X

X 530 X X

X X

S53°09'34"W 99.75'

X (E) RESIDENCE

X X

X 526

x531.9

X x532.5 533.1x X X X

X 533.6x

X S X

x533.6 3

X OH °

0 X X

X OH

' X

X SITE PLAN 528 RETAINING WALL

X OH " X

538 X

X X OH

9 X

DATE: 07 AUGUST 2020

SCALE: AS NOTED RETAINING WALL PLAN N DRAWN: BP JOB #: 19017 1 1/4" = 1'-0" SHEET S2 OF 3 SHEETS 2x6 RDWD TOP RAIL

6x6 REDWOOD OR P.T. POST AT EACH WF COLUMN

HOGREDWOOD WIRE PRIVACYFENCE IN-FILL FENCE IN-FILL PANELS, PER GENERAL CONTRACTOR Expires 12/31/20 9

6'-0" 6x6 REDWOOD GUARDRAIL 4’-0” POST AT EA. STEEL COLUMN

(2) 5/8"ø MB's AT C.L. OF POST TO STEEL BEAM WEB

1-1/2" FINISH GRADE 9" MIN. (APPROVED BACKFILL) 2-1/2"

4x12 PTDF LAGGING w/ 1 1/2" MIN. BEARING WIDTH ON STEEL FLANGE, EA. END (3x12 PTDF LAGGING MAY BE SUBSTITUTED IN UPPER 4 COURSES, ONLY) 5’-3”6'-0" MAX. WF COLUMNS RETAINING HT. AT 5'-0" o.c., TYPICAL

GAP ALL LAGGING BOARDS 1/4" - 1/2" TO ALLOW WEEP DRAINAGE (ALTERNATE TO 4" PERF. PIPE BACKDRAIN)

1'-6"ø CONC. PIER

AT EA. COLUMN RETAINING WALL AP. NO. 046-212-03

4" MIN. EMBED. MADDOX RESIDENCE SEE BACKFILL AND DRAINAGE NOTES EXISTING GRADE 49 RIDGE AVE., MILL VALLEY, MARIN COUNTY, CA

8'-0" MAX. DEPTH TO BEDROCK

WF COLUMN PER PLAN

5/8"ø MB's AT 12" o.c. TOP OF FIRM NATIVE BEDROCK (TO BE CONFIRMED BY THE GEOTECHNICAL ENGINEER DURING DRILLING) L3x3x1/4

P.T. LAGGING PER PLAN ** NOTE: PAINT EMBEDDED PORTION OF STEEL COLUMNS w/ 2-PART COAL TAR EPOXY PAINT

3" MIN. CONC. COVER AT CORNER DETAIL - PLAN VIEW EMBEDMENT ALL CORNERS 2 SCALE: 1" = 1'-0" DEPTH, INTO BEDROCK RETAINING WALL DETAILS

RETAINING WALL SCHEDULE

MAX RETAINING STEEL COLUMN EMBEDMENT DEPTH HEIGHT (Fy - 50 ksi) INTO BEDROCK

4'-0" W6x25 11'-0"

6'-0" W10x26 9'-6" DATE: 07 AUGUST 2020

SCALE: AS NOTED

DRAWN: BP 3" MIN.

12" MAX. JOB #: 19017

SHEET SOLDIER PIER RETAINING WALL 1 SCALE: 1" = 1'-0" S3 OF 3 SHEETS LOCATION OF (N) 6/A1.0 KEY RETAINING WALL, SEE REMOVE (E) WOOD PROJECT ADDRESS: S.E. DRAWING FOR FENCE SITE PLAN (N) FENCE 1 49 RIDGE AVENUE, DETAILS SCALE: 1/8" = 1'-0" (N) RET. WALL 526 524 522 520 518 516 514 HOG WIRE514512 PANELS MILL VALLEY 510 508 TF TOP OF FENCE CA 94941 BF BOTTOM OF FENCE 526 TW TOP OF WALL BW BOTTOM OF WALL TF: 519' TF: 519' OWNER: TW: 515' TW: 515' BW: 511.5' BW: 509.25' CHRIS MADDOX TF: 532' TF: 519' HOG WIRE FENCE 528 BF: 526' TW: 515' (N) FENCE PANEL BW: 514.5' CONSTRUCTED ON TOP SPECIFICATION OF (N) RET. WALL LINE OF (N) FENCE TO HORIZONTAL IPE FENCE SCALE: AS NOTED COLOR: “BROWN" HOG WIRE METAL FENCE MATCH EXISTING COLOR: “BLACK" DATE: 08/28/2020 To Whom It May Concern, 530 6' HIGH (MAX) IPE FENCE Wild Hog steel infill railing panels are compliant with the I.R.C. and the I.C.C. in reference to the code WITH POSTS AT 5'-0" O.C. requirements of a 4” or smaller sphere space. Wild Hog panels are a 4”x4” on center welded mesh wire. This 4”x4” on center spacing creates a net space of 3.75”x3.75” +/- per section, but never to exceed a net 4” space. CONTOUR HEIGHT PER SURVEY Wild Hog steel infill panels are 100% Lead Free product. 532 Wild Hog steel infill panels are 100% Certified American Steel and are manufactured, coated and designed in the United States.

Wild Hog Railing Specs are as follows: 541 540 SPECIFICATION SHEET: - 538 4” x 4”- 3’ x 6’ 536

IPE FENCE PANELS FENCE IPE 534 4” x 4” - 3’ x 8’ 4” x 4”- 5’ x 6’ 541 540 538 536

.0 ELEVATION ASTM SPECIFICATION: ASTM A-1064 8 SCALE: 1/8" = 1'-0"

7/A1 TF: 540' WIRE DIAMETER (W2.9): 0.189 - 0.195 INCHES 536 BF: 534' WIRE TENSILE STRENGTH: 75 KSI MINIMUM CONTOUR ELEVATIONS PER SURVEY FABRIC WELD SHEAR STRENGTH: 1015 POUNDS MINIMUM

AVERAGE WELD SHEAR STRENGTH: 1883 POUNDS 542

540 Sincerely, 538 538 Wild Hog Development and Engineering Team 536

534

532 046-212-03

540 530

528 LINE OF NATURAL GRADE 526

541 540 MADDOX RESIDENCE 536 ELEVATION 538 538 540 542 6' MAX. IPE FENCE WITH532 534 536 7

542 530 SCALE: 1/8" = 1'-0" IPE FENCE PANELS 526 POSTS AT 5' O.C. MARIN COUNTY, CA AP. NO.

TF: 546' 49 RIDGE AVE., MILL VALLEY, BF: 540' CONTOUR ELEVATION PER SURVEY

544 8/A1.0 526

524

522 FENCE ON RET. WALL

520 546 518

516 4'-0"

514 LINE OF NATURAL GRADE 512 5'-3" MAX. 510

6'-0" 45'-0" VIF 1'-7 1/4" 508 SEE S.E. DRAWINGS FOR RET. WALL DETAILS ELEVATION 6 SCALE: 1/8" = 1'-0"

2X IPE TOP RAIL

1X6 IPE BOARDS W/ 1/2" GAPS 2X P.T. TOP RAIL 2X P.T. TOP RAIL

4X4 P.T POSTS @ 5'-0" 4X4 P.T POSTS @ 5'-0" O.C HOGWIRE FENCE, SEE O.C SPEC. SHEET FOR DETAILS HOGWIRE FENCE, SEE SPEC. SHEET FOR 4X4 P.T POSTS @ 5'-0" 6'-0" DETAILS O.C 4'-0" 4'-0"

2X P.T. BOTTOM RAIL 2X P.T. BOTTOM RAIL 2X IPE BOTTOM RAIL

WOOD LAGGING @ LINE OF GRADE AS LINE OF GRADE AS MAX. RETAINING WALL, SEE MAX. NOTED ON ENGINEER'S NOTED ON ENGINEER'S RETAINING WALL AND FENCE ELEVATIONS

STRUCTURAL DRAWINGS DRAWINGS 7/8" 7/8"

ENGINEER'S DRAWINGS 3 3 STEEL POST IN CONCRETE, SEE POST SET IN POST SET IN CONCRETE BASE DRAWINGS STRUCTURAL CONCRETE BASE ENGINEER'S DRAWINGS RET. WALL HEIGHT WALL RET. FOR SEE STRUCTURAL ENGINEER'S HOGWIRE FENCE AT GRADE FENCE AT RETAINING WALL 3 IPE FENCE 2 SCALE: 3/4" = 1'-0" 4 Scale: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" S4