mount tamalpais school

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SPECIAL INSPECTIONS PROJECT SITE ABBREVIATIONS L Angle JST. Joist @ At JT. Joint CL. Centerline K.D. Kiln Dried d Penny Nail LAB. Laboratory # Pound / Number LAM. Laminate A.B. Anchor Bolts LAV. Lavatory ABV. Above LB. Pound AC. Asphalt Concrete L.F. Linear Foot ACOUS. Acoustical LH. Left Hand A.D. Area Drain LIN. Linear ADJ. Adjustable LKR. Locker AGGR. Aggregate L.L. Live Load AL. Aluminum LOC. Location ALT. Alternate LT. Light ANOD. Anodized LT.WT. Lightweight APPROX. Approximate LTG. Lighting ARCH. Architectural MAX. Maximum ASB. Asbestos MAS. Masonry ASPH. Asphalt MATL. Material ASSY. Assembly M.B. Machine Bolt BD. Board M.C. Medicine Cabinet BETW. Between MECH. Mechanical BEV. Bevel MED. Medium BITUM. Bituminous MEMB. Membrane BLDG. Building MEZZ. Mezzanine BLK. Block MFR. Manufacturer BLKG. Blocking MH. Manhole BM. Beam MIN. Minimum B.N. Boundry Nailing MIR. Mirror B.O. Bottom Of MISC. Miscellaneous BOT. Bottom MLWK Millwork BRG. Bearing MTD. Mounted BSMT. Basement MTG. Mounting B.U. Built-Up MTL. Metal MTR. Mortar CAB. Cabinet MUL. Mullion C.B. Catch Basin CEM. Cement N. North CER. Ceramic (N) New C.F. Cubic Foot N.A. Not Applicable CHAM. Chamfer (ed) N.I.C. Not in Contract C.I. Cast Iron NO or # Number C.I.P. Cast-In-Place NOM. Nominal C.G. Corner Guard N.T.S. Not to Scale C.J. Construcion Joint CLG. Ceiling O/ Over CLKG. Cauking O.A. Overall CLO. Closet OBS. Obscure CLR. Clear O.C On Center C.M.U. Concrete Masonry Unit OCC. Occupants CNTR. Counter O.D. Outside Diameter C.O. Cased Opening OFCI Owner Furnished/Contractor Installed CO. Cleanout OPNG. Opening COL. Column OPP. Opposite O.S. Outside CONC. Concrete OVHD. Overhead CONN. Connection CONST. Construction PAR. Parrallel CONT. Continuous PARTIN. Partition CPRR. Corridor PCF. Pounds Per Cubic Foot CPT. Carpet PERF. Perforate CSK Countersunk PERP. Perpendicular CSMT. Casement PL. Plate CT. Ceramic Tile P.LAM. Plastic Laminate CTR. Center PLAS. Plastic C.Y. Cubic Yard PLBG. Plumbing PLF. Pounds Per Linear Foot DBL. Double PLY. Plywood DEMO. Demolition PNL. Panel DEP. Depress (ed) PNT. Paint DEPT. Department PR. Pair D.F. Drinking Fountain PRCST. Precast DF. Douglas Fir PREFAB. Prefabricate(d) D.H. Double Hung PREFIN. Prefinishe(d) DIA. Diameter PROP. Property DIAG. Diagonal PSI. Pounds Per Square Inch DIM. Dimension P.T. Pressure Treated DISP. Dispenser PT. Point D.L. Dead Load P.T.D. Paper Towel Dispenser DN. Down P.T.D.F. Pressure Treated Douglas Fir DR. Door P.T.D./R. Combo P.Towel Disp./ Recept. DTL. Detail PTN. Partition DWR. Drawer P.T.R. Paper Towel Receptacle DS. Downspout PVC.. Polyvinylchloride D.S.P. Dry Sandpipe PVMT. Pavement DWG. Drawing Q.T. Quarry Tile (E) Existing QTY. Quantity E. East QUAL. Quality EA. Each E.B. Expansion Bolt R. Riser E.F. Each Face RAD. Radius E.J. Expansion Joint RBR. Rubber ELAST. Elastomeric RD. Road ELECT. Electrical R.D. Roof Drain ELEV. Elevation REC. Recessed EMER. Emergency REF. Reference ENCL. Enclosure REFR. Refrigerator E.P. Electrical Panelboard REV. Revise(ion) EQ. Equal REINF. Reinforced EQUIP. Equipment REQD. Required EQUIV. Equivalent RESIL. Resilient ESTM. Easement RFG. Roofing E.W.C. Electric Water Cooler RGTR. Register EXPO. Exposed R.H. Right Hand EXP. Expansion RLG. Railing EXT. Exterior RM. Room RND. Round F.A. Fire Alarm R.O. Rough Opening FAB. Fabricate(d)(ion) RWD. Redwood F.D. Floor Drain R.W.L. Rain Water Leader FDN. Foundation F.E. Fire Extinguisher S. South F.E.C. Fire Extinguisher Cab. SC. Solid Core F.F. Finsih Floor S.C.D. Seat Cover Dispenser FGL. Fiberglass SCHED. Schedule FH Fire Hydrant SD. Surface Drain F.H.C. Fire Hose Cabinet SECT. Section FIN. or F. Finish SF Square Feet FLR. Floor SHR. Shower FLASH. Flashing SHT. Sheet FLUOR. Fluorescent SIM. Similar F.N. Field Nailing S.N.D. Sanitary Napkin Dispenser F.O. Face Of S.N.R. Sanitary Napkin Receptacle F.O.C. Face of Concrete SPEC. Specification F.O.F. Face of Finish SQ. Square F.O.M. Face of Masonry S.S. Stainless Steel F.O.S. Face of Studs S.SK. Service Sink FPRF. Fireproof STA. Station FT. Foot or Feet STAG. Stagger(ed) FTG. Footing STD. Standard FURN. Furniture STL. Steel FURR. Furring STOR. Storage FUT. Future STR. Structural FXTR. Fixture SUSP. Suspended SYM. Symmetrical GA. Gauge SYS. System GALV. Galvanized G.B. Grab Bar T. Tread GENL. General T.B. Towel Bar G.I. Galvanized Iron T.C. Top of Curb GL. Glass TEL. Telephone GLB. Glued Laminated Beam TEMP. Temporary GND. Ground TER. Terrazzo GR. Grade T.&G. Tongue & Groove GSM Galvanized Sheet Metal THK. Thick GT. Grout THRD. Thread(ed) GUT. Gutter THRES. Threshold GVL. Gravel T.O.PL. Top of Plate GYP. Gypsum T.P. Top of Pavement GYP.BD. Gypsum Board T.P.D. Toilet Paper Dispenser GYP.PLAS. Gypsum Plaster T.V. Television T.W. Top of Wall H.B. Hose Bibb TYP. Typical H.C. Handicap HC. Hollow Core HDR. Header UNF. Unfinished HDWD. Hardwood U.N.O. Unless Noted Otherwise HDWR. Hardware U.R. Urinal HGR. Hanger UTIL. Utility H.M. Hollow Metal V.C.T. Vinyl Composition Tile HORIZ. Horizontal VERT. Vertical HP.LAM. High Pressure Laminate VEST. Vestibule HR. Hour V.I.F. Verify In Field HGT. Height VNR. Veneer HTR. Heater H.V.A.C. Heating/Ventilating/Air Conditioning W. West HYD. Hydrant W/ With HYDR. Hydraulic W.C. Water Closet WD. Wood I.D. Inside Diameter (Dim.) WDW. Window IN. Inches WF. Wide Flange INCAN. Incandescent W.GL. Wire Glass INCL. Include(d)(ion) W.I. Wrought Iron INFO. Information W/O Without INSP. Inspect(ing)(ion) WP. Waterproofing INSUL. Insulation WT. Weight INT. Interior WWF. Welded Wire Fabric PROJECT DESCRIPTION TEMPORARY INSTALLATION OF FOUR (4) MODULAR CLASSROOMS BUILDING CODES 2019 CBC CALIFORNIA BUILDING CODE 2019 CMC CALIFORNIA MECHANICAL CODE 2019 CEC CALIFORNIA ELECTRICAL CODE 2019 CPC CALIFORNIA PLUMBING CODE 2019 CA ENERGY CODE Title 24 Part 6 2019 CalGreen CALIFORNIA GREEN BUILDING CODE WILDLIFE URBAN INTERFACE PROJECT DATA APN: 050-33-01, 051-034-01, 051-046-01, 051-062-29, 051-062-30 ZONING: PF-RSP-3.96 COMMUNITY PLAN: TAMALPAIS AREA COMMUNITY PLAN 1992 CONSTRUCTION TYPE: VB OCCUPANCY: E - EDUCATIONAL WUI Yes FLOOD No CREEK No SETBACKS Allowed Existing Proposed Front NA West NA East NA Back NA MAX. HEIGHT 35'0"/16'-0" ACCESSORY NO CHANGE AREA CALCULATIONS Gross Floor Area 29,262 sqft 33,102 sqft Lot Size: 5.27 Acres NO CHANGE F.A.R. 12.7% 14.4% PROJECT DIRECTORY Owner Mount Tamalpais School Joelle Dodge 100 Harvard Avenue, Mill Valley CA 94941 ph: 415-383-9434 [email protected] Architect Michael Heacock, Architect | LEED AP BD+C Michael Heacock CA License No. C32082 129 Miller Ave., Suite 623, Mill Valley, CA 94941 ph: 415-845-5326 [email protected] Modular Supplier American Modular Systems John Panduro 787 Spreckles Avenue, Manteca CA 95336 ph: 209-825-1921 [email protected] General Contractor NOVO Construction, Inc John Voight 608 Folsom Street, San Fransisco CA 94107 ph: 415-576-1800 [email protected] SHEET INDEX ARCHITECTURAL A000 Cover Sheet / Project Data A003 ADA - Accessibility Notes & Diagrams A004 ADA - Accessibility Notes & Diagrams A005 ADA - Accessibility Notes & Diagrams A100 Site Plan/ Fire Access Plan A101 Enlarged Site Plan/ADA Path of Travel SEPARATE OR DEFERRED PERMIT ITEMS ELECTRICAL UNDERGROUND FIRE ALARM (SPRINKLERS NOT REQ'D PER SMMFD) GENERAL NOTES VICINITY MAP 129 Miller Ave. Suite 623 Mill Valley CA 94941 T 415.845.5326 E [email protected] Revision Description Date -- MICHAEL HEACOCK ARCHITECTS TEMPORARY USE PERMIT 07/23/2021 Michael Heacock Architects Incorporated "All Rights Reserved" All design ideas and plans indicated or represented by these drawings are owned by and the property of Michael Heacock Architects Incorporated and were created and developed for use in connection with the specified project. None of such ideas, designs or plans shall be used or reproduced for any purpose whatsoever without the written permission of Michael Heacock Architects Incorporated. FOR PERMIT 23 MOUNT TAM SCHOOL MODULAR CLASSROOMS 100 HARVARD AVENUE MILL VALLEY, CA 94941 APN: 050-033-01 051-034-01 051-062-29 051-062-30 Scale: Sheet THE ART & CRAFT OF HIGH PERFORMANCE COVER SHEET A000 SCALE N.T.S. HIGHWAY 101 MOUNT TAMALPAIS SCHOOL TEMPORARY MODULAR CLASSROOM INSTALLATION HWY 1 AREA OF WORK 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK IN CONFORMANCE WITH THE APPROVED PLANS, SPECIFICATIONS, RICHMOND CONDITIONS OF APPROVAL AND ALL CODE REQUIREMENTS UNDER WHICH THESE PLANS AND SPECIFICATIONS WERE APPROVED AND ISSUED BY THE ARCHITECT. 2. ALL WORK SHALL BE IN CONFORMANCE WITH THE APPLICABLE CODES LISTED UNDER "BUILDING CODES" ON THIS SHEET AND WITH REGULATIONS OF ALL AUTHORITIES HAVING JURISDITION. THIS INCLUDES STATE AND LOCAL ZONING AND BUILDING CODES AND ORDINANCES. 3. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS OF BUILDING(S) AND SITE, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO EXECUTING THE WORK. 4. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. CONTACT THE ARCHITECT FOR ALL MISSING OR CONFLICTING DIMENSIONS PRIOR TO EXECUTING THE WORK. 5. DIMENSIONS SHOWN ARE TO FACE OF CONCRETE, FACE OF STUD, CENTERLINE OF COLUMN, AND CENTERLINE OF DOOR/WINDOW/SKYLIGHT U.O.N. ALL "CLEAR" OPENING/FINISH DIMENSIONS ARE NOT TO BE ADJUSTED WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT. "FIN." INDICATES FINISH DIMENSIONS. 6. DIMENSIONS IN ELEVATION & SECTION MAY BE TO SUBFLOOR, FINISH FLOOR, OR TOP OF SLAB, OR TOP OF FINISH CONCRETE. WHEN IN DOUBT, CALL THE ARCHITECT IMMEDIATELY. 7. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION ONLY. 8. STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 9. PROVIDE STEEL BLOCKING FOR ALL BATH ACCESSORIES, HANDRAILS, CABINETS, TOWEL BARS, WALL MOUNTED FIXTURES, VIDEO SCREENS AND ARTWORK. 10. ALL CHANGES IN FLOORING OCCUR AT CENTERLINE OF DOOR OR FRAMED OPENING, U.O.N. 11. VERIFY CLEARANCES FOR FLUES, VENTS, CHASES, SOFFITS, FIXTURES, FIREPLACES, ETC., BEFORE ORDERING MATERIALS AND PROCEEDING WITH WORK. 12. PROVIDE FIRE-BLOCKING & DRAFT-STOPPING AT ALL HORIZONTAL & VERTICAL CONCEALED DRAFT OPENINGS. PER CODE REQ., FIRE-BLOCKING & DRAFT STOPS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS & AT 10' INTERVALS BOTH VERTICAL & HORIZONTAL. B) IN CONCEALED SPACES OF BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF THE STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED. C) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS WITH NON-COMBUSTABLE MATERIALS. 13. EXTERIOR WINDOWS AND GLAZED DOORS SHALL BE INSULATED GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, OR HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO ASTM E 2010, OR CONFORM TO THE PERFORMANCE REQUIRMENTS OF SFM 12-7A-2. CBC 704.A.3.2.21. IDENTIFICATION ON SAFETY GLAZING SHALL BE PERMANENTLY MARKED, ETCHED, OR CERAMIC FIRED. CBC 2406. 14. EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE REQUIREMENTS OF SFM12-7A-1 OR SHALL BE OF APPROVED NONCOMBUSTIBLE CONSTRUCTION OR SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO ASTM E2074. 15. ALL TOILETS SHALL BE 17"-18" CLEAR FROM CENTERLINE OF TOILET TO SIDE WALL OR ADJACENT OBSTRUCTION. SEE SHEET A003,A004 & A005 FOR TYPICAL CBC CHAPTER 11B REQUIREMENTS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ARCHITECTURAL, STRUCTURAL, LANDSCAPE, CIVIL, MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION. WORK SHALL INCLUDE REQUIREMENTS OF INDIVIDUAL SYSTEMS BEFORE ORDERING AND INSTALLATION OF WORK. VERIFY ALL DETAILS AND FINISH CONDITIONS (WHETHER DEPICTED IN DRAWINGS OR NOT) WITH SAME DISCIPLINES. 17. CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 18. THE ADDRESS NUMBER OF EACH BUILDING SHALL HAVE ADDRESS NUMBERS POSTED IN A CONSPICUOUS PLACE, CLEARLY VISIBLE FROM THE STREET. NUMBERS SHOULD BE MINIMUM 4 INCHES IN HEIGHT, CONTRASTING IN COLOR TO THEIR BACKGROUND, AND EITHER INTERNALLY OR EXTERNALLY ILLUMINATED. 19. ALL FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL OR TO REDIRECT IT TO THE EXTERIOR OF THE BUILDING. 20. FLASHING SHALL BE INSTALLED AT EXTERIOR DOOR AND WINDOW OPENINGS, AND AT EXTERIOR WALL INTERSECTIONS WITH ROOFS, PORCHES, DECKS, BALCONIES, AND SIMILAR PROJECTIONS. 21. PLACE AND SECURE ALL ANCHOR BOLTS AND OTHER ITEMS TO BE CAST IN CONCRETE FOR FOUNDATION INSPECTION. 22. ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS AS REQUIRED BY THIS CODE SHALL BE AVAILABLE AT THE JOB SITE AT THE TIME OF INSPECTION 23. IN NO INSTANCE SHALL STORM WATER / RAIN WATER BE CONNECTED TO ANY SANITARY SEWER OR SEPTIC SYSTEM. CAMPUS MAP 129 Miller Ave. Suite 623 Mill Valley CA 94941 T 415.845.5326 E [email protected] Revision Description Date -- MICHAEL HEACOCK ARCHITECTS TEMPORARY USE PERMIT 07/23/2021 Michael Heacock Architects Incorporated "All Rights Reserved" All design ideas and plans indicated or represented by these drawings are owned by and the property of Michael Heacock Architects Incorporated and were created and developed for use in connection with the specified project. None of such ideas, designs or plans shall be used or reproduced for any purpose whatsoever without the written permission of Michael Heacock Architects Incorporated. FOR PERMIT 23 MOUNT TAM SCHOOL MODULAR CLASSROOMS 100 HARVARD AVENUE MILL VALLEY, CA 94941 APN: 050-033-01 051-034-01 051-062-29 051-062-30 Scale: Sheet THE ART & CRAFT OF HIGH PERFORMANCE COVER SHEET A000 SCALE N.T.S.

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Page 1: MOUNT TAMALPAIS SCHOOL

SPECIAL INSPECTIONS

PROJECT SITE

ABBREVIATIONSL Angle JST. Joist@ At JT. JointCL. Centerline K.D. Kiln Driedd Penny Nail LAB. Laboratory# Pound / Number LAM. LaminateA.B. Anchor Bolts LAV. LavatoryABV. Above LB. PoundAC. Asphalt Concrete L.F. Linear FootACOUS. Acoustical LH. Left HandA.D. Area Drain LIN. LinearADJ. Adjustable LKR. LockerAGGR. Aggregate L.L. Live LoadAL. Aluminum LOC. LocationALT. Alternate LT. LightANOD. Anodized LT.WT. LightweightAPPROX. Approximate LTG. LightingARCH. Architectural MAX. MaximumASB. Asbestos MAS. MasonryASPH. Asphalt MATL. MaterialASSY. Assembly M.B. Machine BoltBD. Board M.C. Medicine CabinetBETW. Between MECH. MechanicalBEV. Bevel MED. MediumBITUM. Bituminous MEMB. MembraneBLDG. Building MEZZ. MezzanineBLK. Block MFR. ManufacturerBLKG. Blocking MH. ManholeBM. Beam MIN. MinimumB.N. Boundry Nailing MIR. MirrorB.O. Bottom Of MISC. MiscellaneousBOT. Bottom MLWK MillworkBRG. Bearing MTD. MountedBSMT. Basement MTG. MountingB.U. Built-Up MTL. Metal

MTR. MortarCAB. Cabinet MUL. MullionC.B. Catch BasinCEM. Cement N. NorthCER. Ceramic (N) NewC.F. Cubic Foot N.A. Not ApplicableCHAM. Chamfer (ed) N.I.C. Not in ContractC.I. Cast Iron NO or # NumberC.I.P. Cast-In-Place NOM. NominalC.G. Corner Guard N.T.S. Not to ScaleC.J. Construcion JointCLG. Ceiling O/ OverCLKG. Cauking O.A. OverallCLO. Closet OBS. ObscureCLR. Clear O.C On CenterC.M.U. Concrete Masonry Unit OCC. OccupantsCNTR. Counter O.D. Outside DiameterC.O. Cased Opening OFCI Owner Furnished/Contractor InstalledCO. Cleanout OPNG. OpeningCOL. Column OPP. Opposite

O.S. OutsideCONC. Concrete OVHD. OverheadCONN. ConnectionCONST. Construction PAR. ParrallelCONT. Continuous PARTIN. PartitionCPRR. Corridor PCF. Pounds Per Cubic FootCPT. Carpet PERF. PerforateCSK Countersunk PERP. PerpendicularCSMT. Casement PL. PlateCT. Ceramic Tile P.LAM. Plastic LaminateCTR. Center PLAS. PlasticC.Y. Cubic Yard PLBG. Plumbing

PLF. Pounds Per Linear FootDBL. Double PLY. PlywoodDEMO. Demolition PNL. PanelDEP. Depress (ed) PNT. PaintDEPT. Department PR. PairD.F. Drinking Fountain PRCST. PrecastDF. Douglas Fir PREFAB. Prefabricate(d)D.H. Double Hung PREFIN. Prefinishe(d)DIA. Diameter PROP. PropertyDIAG. Diagonal PSI. Pounds Per Square InchDIM. Dimension P.T. Pressure TreatedDISP. Dispenser PT. PointD.L. Dead Load P.T.D. Paper Towel DispenserDN. Down P.T.D.F. Pressure Treated Douglas FirDR. Door P.T.D./R. Combo P.Towel Disp./ Recept.DTL. Detail PTN. PartitionDWR. Drawer P.T.R. Paper Towel ReceptacleDS. Downspout PVC.. PolyvinylchlorideD.S.P. Dry Sandpipe PVMT. PavementDWG. Drawing

Q.T. Quarry Tile(E) Existing QTY. QuantityE. East QUAL. QualityEA. EachE.B. Expansion Bolt R. RiserE.F. Each Face RAD. RadiusE.J. Expansion Joint RBR. RubberELAST. Elastomeric RD. RoadELECT. Electrical R.D. Roof DrainELEV. Elevation REC. RecessedEMER. Emergency REF. ReferenceENCL. Enclosure REFR. RefrigeratorE.P. Electrical Panelboard REV. Revise(ion)EQ. Equal REINF. ReinforcedEQUIP. Equipment REQD. RequiredEQUIV. Equivalent RESIL. ResilientESTM. Easement RFG. RoofingE.W.C. Electric Water Cooler RGTR. RegisterEXPO. Exposed R.H. Right HandEXP. Expansion RLG. RailingEXT. Exterior RM. Room

RND. RoundF.A. Fire Alarm R.O. Rough OpeningFAB. Fabricate(d)(ion) RWD. RedwoodF.D. Floor Drain R.W.L. Rain Water LeaderFDN. FoundationF.E. Fire Extinguisher S. SouthF.E.C. Fire Extinguisher Cab. SC. Solid CoreF.F. Finsih Floor S.C.D. Seat Cover DispenserFGL. Fiberglass SCHED. ScheduleFH Fire Hydrant SD. Surface DrainF.H.C. Fire Hose Cabinet SECT. SectionFIN. or F. Finish SF Square FeetFLR. Floor SHR. ShowerFLASH. Flashing SHT. SheetFLUOR. Fluorescent SIM. SimilarF.N. Field Nailing S.N.D. Sanitary Napkin DispenserF.O. Face Of S.N.R. Sanitary Napkin ReceptacleF.O.C. Face of Concrete SPEC. SpecificationF.O.F. Face of Finish SQ. SquareF.O.M. Face of Masonry S.S. Stainless SteelF.O.S. Face of Studs S.SK. Service SinkFPRF. Fireproof STA. StationFT. Foot or Feet STAG. Stagger(ed)FTG. Footing STD. StandardFURN. Furniture STL. SteelFURR. Furring STOR. StorageFUT. Future STR. StructuralFXTR. Fixture SUSP. Suspended

SYM. SymmetricalGA. Gauge SYS. SystemGALV. GalvanizedG.B. Grab Bar T. TreadGENL. General T.B. Towel BarG.I. Galvanized Iron T.C. Top of CurbGL. Glass TEL. TelephoneGLB. Glued Laminated Beam TEMP. TemporaryGND. Ground TER. TerrazzoGR. Grade T.&G. Tongue & GrooveGSM Galvanized Sheet Metal THK. ThickGT. Grout THRD. Thread(ed)GUT. Gutter THRES. ThresholdGVL. Gravel T.O.PL. Top of PlateGYP. Gypsum T.P. Top of PavementGYP.BD. Gypsum Board T.P.D. Toilet Paper DispenserGYP.PLAS. Gypsum Plaster T.V. Television

T.W. Top of WallH.B. Hose Bibb TYP. TypicalH.C. HandicapHC. Hollow CoreHDR. Header UNF. UnfinishedHDWD. Hardwood U.N.O. Unless Noted OtherwiseHDWR. Hardware U.R. UrinalHGR. Hanger UTIL. UtilityH.M. Hollow Metal V.C.T. Vinyl Composition TileHORIZ. Horizontal VERT. VerticalHP.LAM. High Pressure Laminate VEST. VestibuleHR. Hour V.I.F. Verify In FieldHGT. Height VNR. Veneer

HTR. HeaterH.V.A.C. Heating/Ventilating/Air Conditioning W. WestHYD. Hydrant W/ WithHYDR. Hydraulic W.C. Water Closet

WD. WoodI.D. Inside Diameter (Dim.) WDW. WindowIN. Inches WF. Wide FlangeINCAN. Incandescent W.GL. Wire GlassINCL. Include(d)(ion) W.I. Wrought IronINFO. Information W/O WithoutINSP. Inspect(ing)(ion) WP. WaterproofingINSUL. Insulation WT. WeightINT. Interior WWF. Welded Wire Fabric

PROJECT DESCRIPTIONTEMPORARY INSTALLATION OF FOUR (4) MODULAR CLASSROOMS

BUILDING CODES

2019 CBC CALIFORNIA BUILDING CODE2019 CMC CALIFORNIA MECHANICAL CODE2019 CEC CALIFORNIA ELECTRICAL CODE2019 CPC CALIFORNIA PLUMBING CODE2019 CA ENERGY CODE Title 24 Part 62019 CalGreen CALIFORNIA GREEN BUILDING CODEWILDLIFE URBAN INTERFACE

PROJECT DATA

APN: 050-33-01, 051-034-01, 051-046-01, 051-062-29, 051-062-30ZONING: PF-RSP-3.96COMMUNITY PLAN: TAMALPAIS AREA COMMUNITY PLAN 1992CONSTRUCTION TYPE: VBOCCUPANCY: E - EDUCATIONAL

WUI YesFLOOD NoCREEK No

SETBACKS Allowed Existing ProposedFront NAWest NAEast NABack NA

MAX. HEIGHT 35'0"/16'-0" ACCESSORY NO CHANGE

AREA CALCULATIONS Gross Floor Area 29,262 sqft 33,102 sqftLot Size: 5.27 Acres NO CHANGEF.A.R. 12.7% 14.4%

PROJECT DIRECTORY

Owner Mount Tamalpais SchoolJoelle Dodge100 Harvard Avenue, Mill Valley CA 94941ph: [email protected]

Architect Michael Heacock, Architect | LEED AP BD+CMichael HeacockCA License No. C32082129 Miller Ave., Suite 623, Mill Valley, CA 94941ph: [email protected]

Modular Supplier American Modular SystemsJohn Panduro787 Spreckles Avenue, Manteca CA 95336ph: [email protected]

General Contractor NOVO Construction, IncJohn Voight608 Folsom Street, San Fransisco CA 94107ph: [email protected]

SHEET INDEXARCHITECTURALA000 Cover Sheet / Project DataA003 ADA - Accessibility Notes & DiagramsA004 ADA - Accessibility Notes & DiagramsA005 ADA - Accessibility Notes & DiagramsA100 Site Plan/ Fire Access PlanA101 Enlarged Site Plan/ADA Path of Travel

SEPARATE OR DEFERRED PERMIT ITEMS

ELECTRICAL UNDERGROUND FIRE ALARM (SPRINKLERS NOT REQ'D PER SMMFD)

GENERAL NOTES

VICINITY MAP

129 Miller Ave. Suite 623 Mill Valley CA 94941T 415.845.5326 E [email protected]

Revision Description Date

--

MICHAEL HEACOCK ARCHITECTS

TEMPORARY USE PERMIT 07/23/2021

Michael Heacock Architects Incorporated "All Rights Reserved"

All design ideas and plans indicated or represented by these drawings are owned by and the property of Michael Heacock Architects Incorporated and were created and developed for use in connection with the specified project. None of such ideas, designs or plans shall be used or reproduced for any purpose whatsoever without the written permission of Michael Heacock Architects Incorporated.

FOR PERMIT

23

MOUNT TAM SCHOOLMODULAR CLASSROOMS

100 HARVARD AVENUEMILL VALLEY, CA 94941

APN: 050-033-01 051-034-01

051-062-29 051-062-30

Scale:

Sheet

THE ART & CRAFT OF HIGH PERFORMANCE

COVER SHEET

A000SCALE N.T.S.

HIG

HW

AY 101

MOUNT TAMALPAIS SCHOOLTEMPORARY MODULAR CLASSROOM INSTALLATION

HWY 1

AREA OF WORK

1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK IN CONFORMANCE WITH THE APPROVED PLANS, SPECIFICATIONS, RICHMOND CONDITIONS OF APPROVAL AND ALL CODE REQUIREMENTS UNDER WHICH THESE PLANS AND SPECIFICATIONS WERE APPROVED AND ISSUED BY THE ARCHITECT.

2. ALL WORK SHALL BE IN CONFORMANCE WITH THE APPLICABLE CODES LISTED UNDER "BUILDING CODES" ON THIS SHEET AND WITH REGULATIONS OF ALL AUTHORITIES HAVING JURISDITION. THIS INCLUDES STATE AND LOCAL ZONING AND BUILDING CODES AND ORDINANCES.

3. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS OF BUILDING(S) AND SITE, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO EXECUTING THE WORK.

4. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. CONTACT THE ARCHITECT FOR ALL MISSING OR CONFLICTING DIMENSIONS PRIOR TO EXECUTING THE WORK.

5. DIMENSIONS SHOWN ARE TO FACE OF CONCRETE, FACE OF STUD, CENTERLINE OF COLUMN, AND CENTERLINE OF DOOR/WINDOW/SKYLIGHT U.O.N. ALL "CLEAR" OPENING/FINISH DIMENSIONS ARE NOT TO BE ADJUSTED WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT. "FIN." INDICATES FINISH DIMENSIONS.

6. DIMENSIONS IN ELEVATION & SECTION MAY BE TO SUBFLOOR, FINISH FLOOR, OR TOP OF SLAB, OR TOP OF FINISH CONCRETE. WHEN IN DOUBT, CALL THE ARCHITECT IMMEDIATELY.

7. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION ONLY.

8. STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.

9. PROVIDE STEEL BLOCKING FOR ALL BATH ACCESSORIES, HANDRAILS, CABINETS, TOWEL BARS, WALL MOUNTED FIXTURES, VIDEO SCREENS AND ARTWORK.

10. ALL CHANGES IN FLOORING OCCUR AT CENTERLINE OF DOOR OR FRAMED OPENING, U.O.N.

11. VERIFY CLEARANCES FOR FLUES, VENTS, CHASES, SOFFITS, FIXTURES, FIREPLACES, ETC., BEFORE ORDERING MATERIALS AND PROCEEDING WITH WORK.

12. PROVIDE FIRE-BLOCKING & DRAFT-STOPPING AT ALL HORIZONTAL & VERTICAL CONCEALED DRAFT OPENINGS. PER CODE REQ., FIRE-BLOCKING & DRAFT STOPS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS:

A) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS & AT 10' INTERVALS BOTH VERTICAL & HORIZONTAL.

B) IN CONCEALED SPACES OF BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF THE STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED.

C) IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS WITH NON-COMBUSTABLE MATERIALS.

13. EXTERIOR WINDOWS AND GLAZED DOORS SHALL BE INSULATED GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, OR HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO ASTM E 2010, OR CONFORM TO THE PERFORMANCE REQUIRMENTS OF SFM 12-7A-2. CBC 704.A.3.2.21. IDENTIFICATION ON SAFETY GLAZING SHALL BE PERMANENTLY MARKED, ETCHED, OR CERAMIC FIRED. CBC 2406.

14. EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE REQUIREMENTS OF SFM12-7A-1 OR SHALL BE OF APPROVED NONCOMBUSTIBLE CONSTRUCTION OR SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO ASTM E2074.

15. ALL TOILETS SHALL BE 17"-18" CLEAR FROM CENTERLINE OF TOILET TO SIDE WALL OR ADJACENT OBSTRUCTION. SEE SHEET A003,A004 & A005 FOR TYPICAL CBC CHAPTER 11B REQUIREMENTS.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ARCHITECTURAL, STRUCTURAL, LANDSCAPE, CIVIL, MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION. WORK SHALL INCLUDE REQUIREMENTS OF INDIVIDUAL SYSTEMS BEFORE ORDERING AND INSTALLATION OF WORK. VERIFY ALL DETAILS AND FINISH CONDITIONS (WHETHER DEPICTED IN DRAWINGS OR NOT) WITH SAME DISCIPLINES.

17. CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

18. THE ADDRESS NUMBER OF EACH BUILDING SHALL HAVE ADDRESS NUMBERS POSTED IN A CONSPICUOUS PLACE, CLEARLY VISIBLE FROM THE STREET. NUMBERS SHOULD BE MINIMUM 4 INCHES IN HEIGHT, CONTRASTING IN COLOR TO THEIR BACKGROUND, AND EITHER INTERNALLY OR EXTERNALLY ILLUMINATED.

19. ALL FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL OR TO REDIRECT IT TO THE EXTERIOR OF THE BUILDING.

20. FLASHING SHALL BE INSTALLED AT EXTERIOR DOOR AND WINDOW OPENINGS, AND AT EXTERIOR WALL INTERSECTIONS WITH ROOFS, PORCHES, DECKS, BALCONIES, AND SIMILAR PROJECTIONS.

21. PLACE AND SECURE ALL ANCHOR BOLTS AND OTHER ITEMS TO BE CAST IN CONCRETE FOR FOUNDATION INSPECTION.

22. ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS AS REQUIRED BY THIS CODE SHALL BE AVAILABLE AT THE JOB SITE AT THE TIME OF INSPECTION

23. IN NO INSTANCE SHALL STORM WATER / RAIN WATER BE CONNECTED TO ANY SANITARY SEWER OR SEPTIC SYSTEM.

CAMPUS MAP

129 Miller Ave. Suite 623 Mill Valley CA 94941T 415.845.5326 E [email protected]

Revision Description Date

--

MICHAEL HEACOCK ARCHITECTS

TEMPORARY USE PERMIT 07/23/2021

Michael Heacock Architects Incorporated "All Rights Reserved"

All design ideas and plans indicated or represented by these drawings are owned by and the property of Michael Heacock Architects Incorporated and were created and developed for use in connection with the specified project. None of such ideas, designs or plans shall be used or reproduced for any purpose whatsoever without the written permission of Michael Heacock Architects Incorporated.

FOR PERMIT

23

MOUNT TAM SCHOOLMODULAR CLASSROOMS

100 HARVARD AVENUEMILL VALLEY, CA 94941

APN: 050-033-01 051-034-01

051-062-29 051-062-30

Scale:

Sheet

THE ART & CRAFT OF HIGH PERFORMANCE

COVER SHEET

A000SCALE N.T.S.

Page 2: MOUNT TAMALPAIS SCHOOL

129 Miller Ave. Suite 623 Mill Valley CA 94941T 415.845.5326 E [email protected]

Revision Description Date

--

MICHAEL HEACOCK ARCHITECTS

TEMPORARY USE PERMIT 07/23/2021

Michael Heacock Architects Incorporated "All Rights Reserved"

All design ideas and plans indicated or represented by these drawings are owned by and the property of Michael Heacock Architects Incorporated and were created and developed for use in connection with the specified project. None of such ideas, designs or plans shall be used or reproduced for any purpose whatsoever without the written permission of Michael Heacock Architects Incorporated.

FOR PERMIT

23

MOUNT TAM SCHOOLMODULAR CLASSROOMS

100 HARVARD AVENUEMILL VALLEY, CA 94941

APN: 050-033-01 051-034-01

051-062-29 051-062-30

Scale:

Sheet

THE ART & CRAFT OF HIGH PERFORMANCE

AS NOTED

A003

WALKS AND SIDEWALKS1. WALKS AND SIDEWALKS SHALL BE CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH AND SHALL BE A MIN. OF 48 INCHES IN WIDTH. CHANGES IN LEVEL OF 1/4 INCH HIGH MAX. SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT; CHANGES BETWEEN 1/4 AND 1/2 INCH HIGH MAX. SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2 (SEC.11B-303.3)2. SURFACES WITH A SLOPE OF GREATER THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH.3. SURFACES WITH A SLOPE OF LESS THAN 5 PERCENT GRADIENT OR GREATER SHALL BE SLIP-RESISTANT.4. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT.5. WALKS, SIDEWALKS AND PEDESTRIANS WAY SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2 INCH IN THE DIRECTION OF TRAFFIC FLOW.6. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIANS RAMPS.7. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATERTHEN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/2 INCH NOT BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR RAMPS.8. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP AT DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK.9. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET.

HAZARDS1.WARNING CURBS: ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING 4 INCHES IN A VERTICAL DIMENSION,SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6 INCHES IN HEIGHT ABOUT THE WALK OR SIDEWALK SURFACE TO WARN PERSON WITH LOW VISION OFA POTENTIAL DROP OFF. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURB IS REQUIRED WHEN A GUIDERAIL IS PROVIDED CENTERED 3 INCHES (PLUS OR MINUS ONE INCH) ABOVE THE SURFACE OF THE WALK OR SIDEWALK; THE WALK IS 5 PERCENT OR LESS GRADIENT OR NO ADJACENT HAZARD EXISTS.2. DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR AREAS: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36 INCHES WIDE, COMPLYING WITH 2019 CBC SECTION 11B-705.1.3. OVERHANGING OBSTRUCTIONS: ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN'S WAY SHALL BE A MINIMUM OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION.

PARKING:1.ACCESSIBLE PARKING SPACES SHALL BE LOCATED AS NEAR AS PRACTICAL TO A PRIMARY ENTRANCE. IF ONLY ONE SPACE IS PROVIDED, IT SHALL BE 14 FEET WIDE AND STRIPED TO PROVIDE A 9 FOOT PARKING AREA AND A 5 FOOT LOADING AND UNLOADING AREA ON THE PASSENGER SIDE. WHEN MORE THAN ONE SPACE IS PROVIDED IN LIEU OF PROVIDING A 14 FOOT WIDE SPACE, TWO SPACES CAN BE PROVIDED WITHIN A 23 FOOT WIDE AREA LINED TO PROVIDE A 9 FOOT PARKING AREA ON EACH SIDE OF A 5 FOOT LOADING AND UNLOADING AREA IN THE CENTER. THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18 FEET.VAN PARKING SPACES SHALL BE A 12'' WIDE W/ MIN. 5' WIDE LOAD/UNLOADING AISLE. PAINT "NO PARKING" IN 12" HIGH WHITE LETTERS IN THE LOADING/UNLOADING AISLE.2. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER REQUIRED WIDTH OF WALKWAYS. ALSO, THESPACE SHALL BE SO LOCATED THAT A DISABLED PERSON IS NOT COMPELLED TO WHEEL BEHIND PARKED CARS OTHER THAN THEIR OWN. PEDESTRIANS WAYS WHICH ARE ACCESSIBLE TO THE PHYSICALLY DISABLED SHALL BE PROVIDED FROM EACH SUCH PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED. RAMPS SHALL NOT ENCROACH INTO ANY PARKING SPACES.3. SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED1/4 INCH PER FOOT IN ANY DIRECTION.4. ENTRANCES TO AND VERTICAL CLEARANCES WITHIN PARKING STRUCTURES SHALL HAVE AMINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES FOR VAN ACCESS AND 7 FEET 6 INCHES FOR STANDARD ACCESSIBLE PARKING. EACH ACCESSIBLE PARKING SPACE SHALL BE IDENTIFIED BY A PERMANENTLY AFFIXED REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN ON STEEL, BEADED TEXT, OR EQUAL, DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND SHALL BE CENTERED ON THE SIGN TO THE PARKING SPACE FINISHED GRADE, OR CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 80" FROM THE PARKING SPACE FINISHED GRADE, GROUND, OR SIDEWALK. VAN STALLS IN ADDITION SHALL BE NOTED WITH A "VAN ACCESSIBLE" SIGN POSTED IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO THE OFF-STREET PARKING FACILITY, NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN ONE INCH IN HEIGHT, PER THE DETAIL ON THIS SHEET.5.IN ADDITION TO THE ABOVE REQUIREMENTS, THE SURFACE OF EA. PARKING PLACE SHALL HAVE SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ACCESSIBILITY IN BLUE PAINT.

GENERAL NOTES

PATH OF TRAVEL1. IDENTIFICATION SIGNS TO COMPLY WITH REQUIREMENTS OF 2019 CBC SEC. 11B-703. DIRECTIONAL AND INFORMATION SIGNS TO COMPLY WITH 2019 CBC SEC. 11B-703.2. DOOR OPERATIONS: EXCEPT AS SPECIFICALLY PERMITTED BY THIS SECTION EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OR A KEY OR SPECIAL KNOWLEDGE OR EFFORT PER 2019 CBC 1010.1.93. ALL REQUIRED EXIT DOORS SHALL HAVE A MINIMUM 32" CLEAR OPENING AT 90 DEGREES PER 2019CBC SEC. 1010.1.1.4. FOR ALL REQUIRED EXIT DOORS, WIDTH AND CLEAR AREA ON THE SWING SIDE OF THE DOOR SHALL EXTEND 24" PAST STRIKE EDGE FOR EXTERIOR DOORS PER 2019 CBC SEC. 11B.404.2.4, AND 18" PAST STRIKE EDGE FOR INTERIOR DOORS5. DOOR HARDWARE: ALL HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES AND 44 INCHES ABOVE THE FLOOR PER 2019 CBC SEC. 11B-404.2.7. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN AN ACCESSIBLE PATH OF TRAVEL,SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, BY PUSH-PULL ACTIVATING BARS, OR BY OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.6. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 15 LBS. FOR FIRE DOORS, 5 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS PER 2019 CBC SEC. 1010.1.37. NEW AND EXISTING DOOR CLOSERS MUST BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES TO A POSITION 12 DEGREES FROM THE LATCH IS MINIMUM 5 SECOND PER 2019 CBC11B-404.2.8.1.8. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 IF MORE THAN 1/4" PER 2019 CBC SEC. 11B-404.2.5 & 11B-303.9. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS, SHALL BE STABLE, FIRM, SLIP RESISTANT AND SHALL COMPLY WITH THE REMAINDER OF 2019 CBC SEC. 11B-302

RAISED TRUNCATED DOME PATTERN (IN-LINE)

.9" - .92"BASE DIA

.45" - .47"TOP DIA..2

"

2.3" - 2.4"

2.3"

- 2.

4"

0.65

"

0.65"

RAISED TRUNCATED DOME

THE MATERIAL USED TO PROVIDE VISUAL CONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE.

THE COLOR SHALL BE YELLOW AND SHALL PROVIDE 70% MINIMUM VISUAL CONTRAST WITH ADJACENT WALKING SURFACES

DETECTABLE WARNING CURB RAMPS SHALL EXTEND 36" IN THE DIRECTION OF TRAVEL

DETECTABLE WARNING SHALL EXTENDS THE FULL WIDTH OF THE RAMP RUN LESS 2" MAX. ON EACH SIDE, INCLUDING ANY FLARED SIDES.

ADA - ACCESSIBILITY SITE/PARKING

NO PARKING

FLAT LOADING AREAW/4" WIDE BLUE BORDERAND HATCHED LINES AT

3'-0" O.C. MAX. OFCONTRASTING COLOR

TO THE AISLE SURFACE.12" WHITE LETTERS "NO

PARKING"

18'-0

" CLE

AR

3'-0"

ADA PAVEMENTSYMBOL

WHITE SYMBOLON BLUESQUARE

SIGN AND POST

9'-0" 8'-0" VAN LOADING

4" B

LUE

BOR

DER

LIN

E

NOTE:VAN ACCESSIBLE PARKING SPACES HAVE ACCESS AISLE ON THE PASSENGER SIDE

CONC. WHEEL STOP

2'-0

"C

LR

OF DOOR PULL GRIPAND OF PUSH-PULL BAR OF KNOB ON LOCK OR LATCH AND OF CROSS BAR ON PANIC EXIT DEVICE: 30" MIN./ 44" MAX. ABOVE FF

CL

FIN. FLOOR LEVEL

1. LOCATION FOR OTHER HARDWARE ITEMS: KICK, HOP AND ARMOR PLATES, UNLESS OTHERWISE SPECIFIED, SHALL EXTEND TO WITHIN 1/4" FROM THE BOTTOM OF THE DOOR AND THEIR HORIZONTAL LENGTH SHALL BE AS FOLLOWS: ON SINGLE DOORS, THE NOMINAL DOOR WIDTH LESS 2" ON THE PUSH SIDE AND THE NOMINAL DOOR LESS 1" ON THE PULL SIDE, ON DOORS OF PAIRS, THE NOMINAL DOOR WIDTH LESS 1" ON EACH SIDE.2. SILENCERS ON SINGLE DOOR FRAMES SHALL BE PLACED OPPOSITE THE HINGES AND ON DOUBLE DOOR FRAMES SHALL BE LOCATION 6" EACH SIDE OF THE CENTER OF THE HEAD STOP.3. FINISH FLOOR LEVEL: FINISH FLOOR LEVEL IS DEFINED AS THE TOP SURFACE OF THE FINISH FLOORING MATERIAL. 4. ALL DOOR HARDWARE TO MEET A.D.A REQUIREMENTS. LATCHING, OR LOCKING DOORS IN A PATH OF TRAVEL MUST BE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.5. MAX. PUSH/PULL FORCE NOT TO EXCEED 5 P.S.I FOR INTERIOR & EXTERIOR DOORS & 15 P.S.I. FOR FIRE DOORS.

CLOSER, MAX PUSH/PULL FORCE NOT TO EXCEED 5 LBS

CL

PREDOMINANT DIRECTION OF TRAFFIC

1/2" MAX

OPENING OPENING IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2" DIAMETER.

ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.

NOTE: TRUNCATED DOME DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP WHEN SLOPE IS BETWEEN 5.0% AND 6.67%

X

1

121

10

48"MIN.

A12" WIDE GROOVED BORDER, MUSTBE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP.

B

A DETAIL

3/4" @ EDGEBAND1 1/2" @ RAMP

1/4"

1/4"

B DETAIL

1/2" MAX. LIPW/ 1/4" BEVEL

1:12 MAX

2% MAX.

NOTE: CROSS SLOPE OF LANDING AREA DOES NOT EXCEED 2% CROSSSLOPE IN ANY DIRECTION

CURB-CUT RAMP

TYPICAL ACCESSIBLE PARKING 11/4" = 1'-0"

OPENINGS IN GROUND SURFACE 33" = 1'-0"

TRUNCATED DOME DETAIL 23" = 1'-0"

CURB-CUT RAMP DETAIL 63" = 1'-0"

CBC 11B-406

CBC 11B-705

CBC 11B-302.3

MINIMUM $250 FINE

1'-0"

1'-6

"80

" M

IN. F

REE

STA

ND

ING

60"

MIN

. WA

LL M

OU

NTE

D

STATE OF CALIFORNIA TYPE R99 PANEL (WHITE COPY ON BLUE BACKGROUND) 0.050" ALUMINUM, SMOOTH REFLECTIVE FINISH. 70 SQ IN MIN.

36"

12" DIA.

2" I.D. GALVANIZED STEEL PIPE

PARKING SPACE FINISH GRADE

CLASS A CONCRETE FOUNDATION AS SHOWN UNLESS OTHERWISE NOTED

NOTE:1. EACH ACCESSIBLE PARKING SPACE SHALL BE IDENTIFIED BY A PERMANENTLY AFFIXED REFLECTORIZED SIGN2. SIGNS SHALL BE CENTERED AT THE INTERIOR END OF THE PARKING SPACE.

UNAUTHORIZED VEHICLESPARKED IN DESIGNATED

ACCESSIBLE SPACES NOTDISPLAYING

DISTINGUISHINGPLACARDS OR SPECIAL

LICENSE PLATES ISSUEDFOR PERSONS WITH

DISABILITIES WILL BETOWED AWAY AT THE

OWNERS EXPENSE

TOWED VEHICLES MAY BERECLAIMED AT

(INSERT ADDRESS)

OR BY TELEPHONING(INSERT TELEPHONE

NUMBER)

VANACCESSIBLE

LETTER HEIGHT" 1" MIN

1'-1

0" M

IN.

1'-5" MIN.

BLANK SPACES MUST BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN

SIGN MUST BE POSTED IN A CONSPICUOUS PLACE

CBC SECTION 11B-502

ACCESSIBLE PARKING SIGNINTERNATIONAL SYMBOLOF ACCESSIBILITY, PAINTEDWHITE WITH 3 " MIN. WIDETRAFFIC PAINT STRIPE ONBLUE BACKGROUND FIELDTRAFFIC PAINT 3'-0" SQUAREWITH 3" RADIUSED CORNERS

STANDARD ACCESSIBILITY SIGNS

INTERNATIONAL SYMBOLOF ACCESSIBILITY (WHITEON DARK BACKGROUND)

INTERNATIONAL SYMBOLOF ACCESSIBILITY (DARK COLOR ON WHITE OR TRANSPARENTBACKGROUND)

ACCESSIBLE ENTRANCE SIGN (ON GLASS)INTERNATIONAL SYMBOLOF ACCESSIBILITY, 4" X 4" REVERSE STICK-ON, WHITE FIGURE ON BLUE BACKGROUND FIELD

N.T.S.

ACCESSIBLE PATH OF TRAVELINTERNATIONAL SYMBOLOF ACCESSIBILITY, 6" X 6" PAINTED BLUE ON PAVED BACKGROUND SURFACE.

A

B

C

83" = 1'-0"

CBC 11B-406

PARKING SIGNAGE

71/2" = 1'-0"

CBC 11B-406

ACCESSIBLE SIGNAGE

COMPRESSED CARPET 1/4" MAX BELOW THRESHOLD

THRESHOLD FINISH FLOOR LEVEL

THRESHOLD

DOOR

FINISH FLOOR LEVEL

1/2" MAX

1/4" MAX

FINISH FLOOR EVEN

THRESHOLD AT DOORS 53" = 1'-0"

CBC 11B-303 & 404.2.5

DOOR HARDWARE 41/4" = 1'-0"

Page 3: MOUNT TAMALPAIS SCHOOL

129 Miller Ave. Suite 623 Mill Valley CA 94941T 415.845.5326 E [email protected]

Revision Description Date

--

MICHAEL HEACOCK ARCHITECTS

TEMPORARY USE PERMIT 07/23/2021

Michael Heacock Architects Incorporated "All Rights Reserved"

All design ideas and plans indicated or represented by these drawings are owned by and the property of Michael Heacock Architects Incorporated and were created and developed for use in connection with the specified project. None of such ideas, designs or plans shall be used or reproduced for any purpose whatsoever without the written permission of Michael Heacock Architects Incorporated.

FOR PERMIT

23

MOUNT TAM SCHOOLMODULAR CLASSROOMS

100 HARVARD AVENUEMILL VALLEY, CA 94941

APN: 050-033-01 051-034-01

051-062-29 051-062-30

Scale:

Sheet

THE ART & CRAFT OF HIGH PERFORMANCE

ADA - ACCESSIBILITY DOORS/CLEARANCES

A004SCALE N.T.S.

NOTE:ACCESS CONTROLLED DOORS SHALL COMPLY WITH CBC 1010.1.9.9 AND CBC 1010.1.9.10 PROVIDE DISABLED ACCESS TO CARD READER/LOCKING DEVICE AS PER CBC 11B-309.4 AND 11B-404

5'-0"

3'-0

"2'

-0" 1'-0"

3'-0"

5'-0

"

WHEELCHAIR TURNING SPACE 4 CBC SECTION 11B-403

LOBBY

80"

MIN

.

LIMITS OF PROTRUDING OBJECTS

4" MAX.

27"

MA

X.

42" MIN 42" MIN

48"

MIN

'X' < 48"

36" MIN. 36" MIN.

60"

MIN

.

3'-0" MIN.

2'-0

" M

AX.

48"

MIN

.2'

-0"

MA

X.

2'-8" MIN.

2'-8" MIN.

MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR

5'-0"

60"

MIN

.

CLEAR WIDTH FOR TWO WHEELCHAIRS TO PASS PARALLELTHROUGH CORRIDOR

180° TURNS AROUND AN OBSTRUCTION

HALLWAY CLEARANCE 4 CBC SECTION 11B-403

48" MIN.

12"

MIN

.12

" M

IN.

NOTE: FOR DOORS SERVING OTHER THAN A REQUIRED EXIT STAIRWAY

PROVIDE THIS ADDITIONALSPACE IF DOOR ISEQUIPPED WITH BOTH ALATCH AND A CLOSER

DOORS AT OPPOSITE WALL OPENING OUTWARD

48"

MIN

.

DOORS AT OPPOSITE WALLS OPENING INWARD

48" M

IN.

DOORS AT ADJACENT WALLS

48" MIN.

18"

MIN

.

12"

MIN

.

DOOR IN SERIES

18"

MIN

. CLR

@ IN

T. D

OO

R

24"

MIN

CLR

@EX

T D

OO

R

18" MIN. CLR@ INT. DOOR

24" MIN CLR@EXT DOOR

18"

MIN

. CLR

@ IN

T. D

OO

R

24"

MIN

CLR

@EX

T D

OO

R

PROVIDE THIS ADDITIONALSPACE IF DOOR ISEQUIPPED WITH BOTH ALATCH AND A CLOSER

DOORS AT ADJACENT WALLS32" CLR. MIN.

MIN CLR. WIDTH REQ. AT DEEP OPENING (<24")

36" CLR. MIN.

(a) HINGED DOOR

(b) SLIDING DOOR

(c) FOLDING DOOR

NOTE: PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING

32" MIN.

32" MIN.

90°

FROM DOORTO STOP

32" MIN.

CLEAR LEVELLANDING

CLEAR LEVEL LANDING

PROVIDE 12" MIN. IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER

PULLSIDE

PUSHSIDE

4'-0

"5'

-0"

1'-0"

1'-6"INT.

2'-0"EXT.

HINGE APPROACH

WHEEL CHAIR APPROACH & DOOR CLEARANCE 3

LATCH APPROACHFRONT APPROACH

CBC SECTION 11B-404

PUSH SIDE

PULL SIDE

44"

MIN

.

36" MIN. 60"

MIN

.

22" MIN.

48"

IF D

OO

R IS

EQU

IPPE

D W

ITH

BO

TH L

ATC

HA

ND

CLO

SER

PUSH SIDE

44"

MIN

.60

" M

IN.

PULL SIDE

24" MIN.

24" MIN.

48"

IF D

OO

R IS

EQU

IPPE

D W

ITH

CLO

SER

CLEAR WIDTH REQ. AT DOORWAYSTYPE OF

USEMINIMUM MANUVERING

CLEARANCE

APPROACHDIRECTION

DOOR ORGATE SIDE

PERPENDICULARTO DOORWAY

PARALLEL TODOORWAY

FROM FRONT

FROM FRONT

FROM HINGE SIDE

FROM HINGE SIDE

FROM LATCH SIDE

FROM LATCH SIDE

PUSH

PUSH

PULL

PUSH

PULL

PUSH

60"

48"

60"

44"2

60"

44"4

18"5

0"1

36"

22"3

24"

24"

*BEYOND LATCH SIDE UNLESS NOTED

1. ADD 12" IF CLOSER AND LATCH ARE PROVIDED2. ADD 4" IF CLOSER AND LATCH ARE PROVIDED.3. BEYOND HINGE SIDE.4. ADD 4" IF CLOSER IS PROVIDED5. ADD 6" AT EXTERIOR SIDE OF EXTERIOR DOORS

HIGH AND LOW UNOBSTRUCTED SIDE REACH LIMITS

CLEAR FLOOR SPACE PARALLELAPPROACH

4'-0

"

2'-6"

48"

MA

X.

15"

MIN

.

4'-0"

2'-6

"

48"

MA

X.

4'-0"

HIGH AND LOW UNOBSTRUCTED FORWARD REACH LIMITS

REACH LIMITS 1

48"

MA

X.

34"

MA

X.

10" MAX.

OBSTRUCTED SIDE REACH 10" MAX.

Y

X

Z48" MIN.

27"

MIN

. CLR

.

28"

MIN

34"

MA

X.

MAXIMUM FORWARD REACH OVER AN OBSTRUCTION

2'-6"

X Z48

" M

IN.

19"

MIN

.D

EEP

MAXIMUM FORWARD REACH OVER AN OBSTRUCTION

46"

MA

X.

34"

MA

X.

10" - 24" MAX.

OBSTRUCTED SIDE REACH GREATER THAN 10"

CLEAR FLOOR SPACE FORWARDAPPROACH

NOTE: X SHALL BE LESS THAN OR EQUAL TO 25 INCHES. Z SHALL BE GREATER THAN OR EQUAL TO X. WHEN X IS LESS THAN 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM.

REACH RANGE AND OPERABLE PARTS

1. OPERABLE PARTS ON ACCESSIBLE ELEMENTS, ACCESSIBLE ROUTS AND ACCESSIBLE ROOMS AND SPACES MUST BE ACCESSIBLE.2.OPERABLE PARTS MUST BE PROVIDED WITH A CLEAR FLOOR OR GROUND SPACE.3.OPERABLE PARTS MUST BE PLACED WITHIN ONE OR MORE OF THE ACCESSIBLE REACH RANGE.4. OPERABLE PARTS MUST BE OPERABLE WITH ONE HAND AND MUST NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.5.THE LOW REACH FOR ELECTRICAL SWITCHES AND OUTLETS MUST BE MEASURED TO THE BOTTOM OF THE OUTLET BOX6.THE HIGH REACH FOR ELECTRICAL SWITCHES AND OUTLETS MUST BE MEASURED TO THE TOP OF THE OUTLET BOX.

15"

MIN

.

CBC SECTION 11B-308

WHEELCHAIR TURNING SPACE 11/4" = 1'-0"

HALLWAY CLEARANCES 21/4" = 1'-0"

DOOR CLEARANCES 31/4" = 1'-0"

REACH LIMITS 41/4" = 1'-0"

PROTRUDING OBJECTS 41/4" = 1'-0"CORRIDORS & AISLES

EVERY CORRIDOR AND HALLWAY SERVING AN OCCUPANT LOAD OF 10 OR MORESHALL NOT BE LESS THAN 44 INCHES IN WIDTH. (11B-403.5.1)

CORRIDORS AND HALLWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 10SHALL NOT BE LESS THAN 36 INCHES IN WIDTH. (11B-403.5.1)

CORRIDORS AND HALLWAYS THAT ARE LOCATED ON AN ACCESSIBLE ROUTE ANDEXCEED 200 FEET IN LENGTH SHALL HAVE A MINIMUM CLEAR WIDTH OF 60 INCHES.IF AN ACCESSIBLE ROUTE HAS LESS THAN 60 INCHES CLEAR WIDTH, THEN PASSINGSPACES AT LEAST 60 INCHES BY 60 INCHES SHALL BE LOCATED AT INTERVALS OF200 FEET MAXIMUM. A “T” INTERSECTION OF TWO CORRIDORS OR WALKS IS ANACCEPTABLE PASSING PLACE. (111B-403.5.3)

CIRCULATION AISLES AND PEDESTRIAN WAYS SHALL BE SIZED ACCORDING TOFUNCTIONAL REQUIREMENTS AND IN NO CASE SHALL BE LESS THAN 36 INCHES INCLEAR WIDTH. (11B-403.5.1)

EVERY PORTION OF EVERY BUILDING IN WHICH ARE INSTALLED SEATS, TABLES,MERCHANDISE, EQUIPMENT, OR SIMILAR MATERIALS SHALL BE PROVIDED WITHAISLES LEADING TO AN EXIT. (11B-403.5.1)

DOORS

THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF ADOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOORSWING OF AT LEAST 60 INCHES AND THE LENGTH OPPOSITE THE DIRECTION OFDOOR SWING OF 48 INCHES AS MEASURED AT RIGHT ANGLES TO THE PLANE OFTHE DOOR IN THE CLOSED POSITION. (11B-404)

EVERY REQUIRED EXIT DOORWAY SHALL BE CAPABLE OF OPENING AT LEAST 90DEGREES, SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES, AND SHALL BEOF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET INWIDTH AND 6 FEET 8 INCHES IN HEIGHT.

HAZARDS & PROTRUDING OBJECTS

PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLEROUTE OR MANEUVERING SPACE. (11B-307.2)

CONTROLS & OPERATING MECHANISMS

CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONGACCESSIBLE ROUTES OR AS PART OF ACCESSIBLE ELEMENTS . (11B-309)

CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-304 THAT ALLOWS AFORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BEPROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLEEQUIPMENT. (11B-308)

THE HIGHEST AND LOWEST OPERABLE PART OF ALL CONTROLS, DISPENSERS,RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN ONEOF THE REACH RANGES SPECIFIED IN SECTIONS 11B-308

SPACE ALLOWANCE & REACH RANGES

THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE ASINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30 INCHES BY 48 INCHES.THE MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BEPOSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT. CLEARFLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE A PART OF THE KNEESPACE REQUIRED UNDER SOME OBJECTS. (11B-306)

THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180-DEGREE TURN IS A CLEAR SPACE OF 60 INCHES DIAMETER OR A T-SHAPED SPACE.

EMPLOYEE WORK AREAS & WORK STATIONS

WORK STATION IS DEFINED AS “AN AREA DEFINED BY EQUIPMENT AND/OR WORKSURFACES INTENDED FOR USE BY EMPLOYEES ONLY, GENERALLY FOR ONE OR ASMALL NUMBER OF EMPLOYEES AT A TIME...”

EMPLOYEE AREAS SHALL COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OFCHAPTER 11B.

GENERAL NOTES

CBC SECTION 11B-307.2 CBC SECTION 11B-304

CBC SECTION 11B-308 CBC SECTION 11B-403.5

CBC SECTION 11B-404

PROVIDE THIS ADDITIONALSPACE IF DOOR ISEQUIPPED WITH BOTH ALATCH AND A CLOSER

MIN CLR. WIDTH REQ. AT DEEP OPENING (<24")

36" CLR. MIN.

MIN CLR. WIDTH RE. AT DEEP OPENING (>24")

Page 4: MOUNT TAMALPAIS SCHOOL

ACCESSIBLE RESTROOM LAYOUT - WC 11 11/4" = 1'-0"

GRAB BAR NOTES: 1. MOUNTING SHALL COMPLY W/ 2019 CBC 11B 604.5 2. 1/8" MIN. RADIUS/SMOOTH SURFACE3. STRUCTURAL STRENGTH: 250 LBS

TOILET FRONT ELEVATION TOILET SIDE ELEVATION

4'-6"

1'-0"3'-6"

2'-9"

T.O.

GRA

B BA

R

17"-1

9"40" M

AX.

7"-9"

19" T

O OU

TLET

MAX

A.F.

F.C L

DISPENSERS TOHIGHESTOPERABLE PART

CL

CL CL

3'-0"

1'-0"

17" MIN-18" MAX

2'-0"

REAR GRAB BAR ALLOWED AT36" AFF AT TANK TYPE TOILET, ALLOW A MIN OF 1 1/2" CLEAR

FLUSHACTIVATORWIDE SIDE

CL CL

33" M

IN. -

36"

MAX

.

CL

2'-9 9

/16"

T.O.

GRA

B BA

R

33" M

IN. -

36"

MAX

.

ACCESSIBLE TOILET2CBC SECTION 11B-604

ACCESSIBLE LAVATORY

SIDE ELEVATION17" MIN. CLEARANCE

19" MAX. CLEARANCE

8" 6"

9" M

IN2'-

3" M

IN.

2'-5"

MIN

.

2'-10

"MAX

.

NOTE: IF A MINIMUM 9 INCHES OF TOE CLEARANCE IS PROVIDED, A MAXIMUM OF 6 INCHES OF THE 48 INCHES OF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO THE TOE SPACE

LINE OF REQUIREDCLEARANCE

INSULATE HOT WATERPIPES AND DRAIN TOPREVENT CONTACT

1'-6"

17" M

IN.

25" M

AX

48" M

IN.

30" MIN.

PLAN VIEW

CL

CLEAR FLOORSPACE

3

FAUCET CONTROL SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING PINCHING OR TWISTING OF WRIST

17" MIN. SINK DEPTH

25" MAX. SINK DEPTH

CBC SECTION 11B-606

SCALE 1/2" = 1'-0"

MIRROR

3'-4

"

3'-4

"

USA

BLE

SHEL

F 44

" MAX

.

NOTE:MOUNTING HEIGHT FROM FINISHED FLOOR, TYPICAL.

- PROVIDE CLEAR SPACE FOR FORWARD APPROACH 30" x 48".- ALONG ACCESSIBLE ROUTE

OUTLETS

3'-6

"

48" M

AX.T

O T

OP

SWITCHES/CONTROLS

48" M

AX

15" M

IN. T

O B

OTT

OM

48" M

AX. T

O T

OP

TOWEL BAR

3'-4

"

CLOTHES HOOK

48" M

AX. T

O T

OP

OF

HO

OK

15" M

IN. T

O B

OTT

OM

COMBINATIONWASTE/TOWEL UNITS

SANITARY NAPKINVENDOR

MEDICINE CABINET

CL

OPE

RAB

LE P

ARTS

, AN

DC

OIN

SLO

TS, C

ON

TRO

LSAN

D D

ISPE

NSE

RS

BOTTOM EDGE OF REFLECTIVESURFACE 40" MAX. ABOVEACCESSIBLE LAVATORY/COUNTERTOP. 35" AT ALL OTHER LOCATIONSEXCEPT FITTING/DRESSING ROOMSWHERE 20" MAX AFF./18" MIN.WIDE/54" MIN. HEIGHT. FULL LENGTHTOP EDGE SHALL BE 74" MIN. AFF.

GENERAL NOTESSANITARY FACILITIES (GENERAL)1. SANITARY FACILITIES THAT SERVE BUILDINGS, FACILITIES OR PORTIONS OF BUILDINGS OR FACILITIES THAT ARE REQUIRED TO BE ACCESSIBLE BY THESE STANDARDS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 11B-603.

SINGLE ACCOMMODATION SANITARY FACILITIES1. THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30" WIDE BY 48" LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. (11B-603.2)2. THERE SHALL BE IN THE ROOM, A CLEAR FLOOR SPACE OF AT LEAST 60" INDIAMETER, OR A T-SHAPED SPACE COMPLYING WITH FIGURES (11B-304)NO DOOR SHALL ENCROACH INTO THIS SPACE FOR MORE THAN 12" EXCEPT FORTHE PANEL DOOR TO ANY WATER CLOSET COMPARTMENT IF THERE IS ONE. (11B-602.2.3)3. THE WATER CLOSET SHALL BE LOCATED IN A SPACE WHICH PROVIDES A MINIMUM60" WIDE BY 66" DEEP AREA. PROVIDE 18" FROM THE CENTERLINE OF THE WATER CLOSET TO THE WALL. A MINIMUM 48" CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. (11B-604.3.1)4. ALL DOORS, FIXTURES, AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE.

GRAB BARS1. GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ON ONE SIDE AND THE BACKOF THE ACCESSIBLE TOILET STALL OR COMPARTMENT.(11B-604.5)

SANITARY FACILITY FIXTURES & ACCESSORIES1. A CLEAR FLOOR SPACE 30" BY 48" SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. A DOOR SWING SHALL NOT ENCROACH INTO THIS CLEAR SPACE. (11B-606.2)2. WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. (11B-309.4, 11B-604.6)3. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. (11B-603.5)4. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 4". WALLS WITHIN WATER CLOSET COMPARTMENTS AND WALLS WITHIN 24" OF THE FRONT AND SIDES OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48" AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE.

TOILET CLEARANCE DETAILS 21/2" = 1'-0"

LAVATORY CLEARANCE DETAILS 31/2" = 1'-0"RESTROOM ACCESSORY MOUNTING DETAILS 51/2" = 1'-0"

CBC SECTION 11B-603 CBC SECTION 11B-606

CBC SECTION 11B-604

CBC SECTION 11B-603

129 Miller Ave. Suite 623 Mill Valley CA 94941T 415.845.5326 E [email protected]

Revision Description Date

--

MICHAEL HEACOCK ARCHITECTS

TEMPORARY USE PERMIT 07/23/2021

Michael Heacock Architects Incorporated "All Rights Reserved"

All design ideas and plans indicated or represented by these drawings are owned by and the property of Michael Heacock Architects Incorporated and were created and developed for use in connection with the specified project. None of such ideas, designs or plans shall be used or reproduced for any purpose whatsoever without the written permission of Michael Heacock Architects Incorporated.

FOR PERMIT

23

MOUNT TAM SCHOOLMODULAR CLASSROOMS

100 HARVARD AVENUEMILL VALLEY, CA 94941

APN: 050-033-01 051-034-01

051-062-29 051-062-30

Scale:

Sheet

THE ART & CRAFT OF HIGH PERFORMANCE

ADA - ACCESSIBILITY RESTROOMS

A005SCALE N.T.S.

WC 11

30"x48" CLEARFLOOR SPACE 60"x56" CLEAR

FLOOR SPACE

32" MIN.

CLR.

PLAN DIAGRAM

NOTE: TOILET ROOM FLOORSSHALL HAVE A STABLE, FIRM, SLIPRESISTANT SURFACE. PROVIDE APRIVACY LATCH TO ENTRY DOOR.

FLUSHACTIVATORWIDE SIDE

NO DOOR SHALL ENCROACH INTO 60" MIN. DIAZ. CLEAR SPACE MORE THAN 12" BUT SHALL NOT ENCROACH INTO THE CLEAR FLOOR SPACE OF A FIXTURE.

CL

C L

6" MAX.

24" MIN. 1'-6"CL1'-6"

12" M

AX.

C L

42" M

IN.

54" M

IN.

24" M

IN.

80" M

IN.

1 1/2" MIN

3" MAX

90" MIN.

CBC SECTION 11B-604SIGNS & IDENTIFICATION

1. ALL BUILDING AND FACILITY ENTRANCES THAT ARE ACCESSIBLE TO THE PUBLIC AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATHS.

2. SIGNS SHALL COMPLY WITH SECTION 11B-703. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED.

3. WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND FUNCTIONAL SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH SECTIONS 11B.703. FOR OTHER MEANS OF EGRESS SIGNS AND IDENTIFICATION SEE CHAPTER 10, SECTIONS 1013.4.

4. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCHSIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. (11B-703.4.2)

5. WHEN RAISED CHARACTERS OR WHEN PICTOGRAM SYMBOLS ARE USED, THEY SHALL CONFORM TO SECTION 11B-703.2

6. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6 INCHES IN HEIGHT. (11B-703.6)

7. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHOULD BE PLACED A MINIMUM OF 3/8-INCH AND A MAXIMUM OF ½-INCH DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN TACTILE SIGN IS MULTI-LINED, ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF TACTILE TEXT. (11B-703.6.1)

8. CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. (11B-703.5.1)

9. PROVIDE PLANS, SPECIFICATIONS AND DETAILS FOR ALL SIGNS AND IDENTIFICATION AS SPECIFIED IN SECTION 11B-703, WHEN INCLUDED IN NEW CONSTRUCTION, ALTERATIONS, ADDITIONS OR RENOVATIONS.

NOTE:1. SIGNS SHALL HAVE NO SHARP EDGES OR CORNERS. EDGES MUST BE EASED OR ROUNDED AT 1/16" MIN OR CHAMFERED AT 1/8" MAX. VERTICES MUST BE RADIUSED BETWEEN WITH 1/8" MIN. AND 1/4" MAX. 2. RAISED LETTERING 1/32" RAISED FROM SURFACE, UPPERCASE SANS-SERIF TYPE, HORIZONTAL FORMAT. CHARACTERS SHALL BE OF FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER 'O' IS 60% MIN. AND 110% MAX. HEIGHT OF THE UPPERCASE LETTER "I". CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE SHALL BE 5/8" MIN. AND 2" MAX. BASED ON LETTER "I". LETTER "I" STROKE THICKNESS SHALL BE 10% MIN-15% MAX. HEIGHT OF THE CHARACTER. CHARACTER SPACING, RECTANGULAR CROSS SECTION, SHALL BE 1/8" MIN. AND 4 TIMES CHARACTER STROKE WIDTH MAX. CHARACTER SPACING FOR OTHER THAN SQUARE, 1/16" MIN. AND 4 TIMES CHARACTER STROKE WIDTH, BUT SHALL MEET RECTANGULAR SPACING. CHARACTERS SHALL BE SPACED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8" MIN. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135% MIN AND 170% MAX OF THE RAISED CHARACTER HEIGHT.3. RAISED BRAILLE, GRADE 2, MARKING PER 2016 CBC TITLE 24 CHAPTER 11B SECTION 703.34. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, THE SIGN SHOULD BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT PER 2016 CBC 11B-703.4.1-4.2

WALL MOUNTED SIGNAGETO BE LOCATED ON LATCHSIDE OF DOOR. (AT DOUBLE DOOR SHALL BE ON IN-ACTIVE LEAF OR RIGHT SIDE OF DOUBLE DOOR) CENTER SIGN ON 18"WIDE x 18" DEEP CLEAR SPACE

DOOR MOUNTED SIGNAGE1'-

0"

WOMENS RESTROOM

CL

60" M

AX.

A.F.

F.

CLCENTER ON DOOR

1/4" THICK CIRCLE

1'-0"

UNISEX RESTROOM

CL

60" M

AX.

A.F.

F.

CLCENTER ON DOOR

1/4" THICK EQUILATERAL TRIANGLE SUPERIMPOSED ON 1/4" THICK CIRCLE

60" M

AX.

A.F.

F.

1'-0"

1'-0"

MENS RESTROOM

1/8" RADIUSCORNER

CL

CLCENTER ON DOOR

1/4" THICK EQUILATERAL TRIANGLE

RESTROOMWOMENMEN

60"

A.F.

F.

60" M

AX. A

.F.F

. TO

BAS

ELIN

EO

F H

IGH

EST

TAC

TILE

CH

ARAC

TER

48" M

IN. A

.F.F

. TO

BAS

ELIN

EO

F BR

AIL

WALL MOUNTED SIGNAGE

SYMBOL MUST CONTRAST WITH THE DOOR, WETHER LIGHT ON A DARK BACKGROUND OR DARK ON ALIGHT BACKGROUND AND MUST BE IDENTIFIED WITH A 6" MIN. PICTOGRAM SYMBOL OF ACCESSIBILITY

RESTROOM SIGNAGE 41/2" = 1'-0"

CBC SECTION 11B 703

Page 5: MOUNT TAMALPAIS SCHOOL

129 Miller Ave. Suite 623 Mill Valley CA 94941T 415.845.5326 E [email protected]

Revision Description Date

--

MICHAEL HEACOCK ARCHITECTS

Michael Heacock Architects Incorporated "All Rights Reserved"

All design ideas and plans indicated or represented by these drawings are owned by and the property of Michael Heacock Architects Incorporated and were created and developed for use in connection with the specified project. None of such ideas, designs or plans shall be used or reproduced for any purpose whatsoever without the written permission of Michael Heacock Architects Incorporated.

FOR PERMIT

23

MOUNT TAM SCHOOLMODULAR CLASSROOMS

100 HARVARD AVENUEMILL VALLEY, CA 94941

APN: 050-033-01 051-034-01

051-062-29 051-062-30

Scale:

Sheet

THE ART & CRAFT OF HIGH PERFORMANCE

TEMPORARY USE PERMIT 07/23/2021

N 86°05'00" E

50.31'

N 47°15'00" E

135.00'

N 3°26'00" W

150.77'

N 55°57'00" W

184.27'

N 2°27'00" W

216.07'

N 52°36'00" W

105.29'

S 80°59'00" W

63.25'

S 73°26'00" W

61.09'

S 46°16'00" W

314.27'

S 12°27'00" E

130.35'

S 33°31'00" E

20.35'

S 70°15'00" E

58.05'

S 77°42'00" E

106.48'

S 54°23'00" E

158.69'

S 19°57'00" E

18.75'

S 85°45'00" E

54.97'

N 47°29'00" E

28.45'

S 42°28'00" E

83.89'

S 81°24'15" E

21.84'

N 50°31'00" E

101.03'

N 46°16'00" E

104.37'

S 6°48'06" E 24.55'

10.00'

S 77°33'00" W

S 12°27'00" E 214.68'

2.59'

S 47°33'00" W

N 56°56'00" W 92.93'

N 85°29'00" W 97.53'

N 68°11'00" W 44.53'

N 36°47'00" W 35.59'

N 2

°29'

00"

E 91

.10'

N 77°31'00" E 201.05'

1 2

1 0

1 1

1 2

1 1

1 0

2 8 0 . 0

2 7 9 . 9

2 8 0 . 0

2 7 9 . 4

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EXISTINGCLASSROOMS

5,032 SQFT

EXISTINGCLASSROOMS/

ADMIN & LIBRARY9,050 SQFT

EXISTING MULTIPURPOSE

14,400 SQFT

HA

RVA

RD

AVEN

UE

WELLESLEY AVENUE

EXISTINGCLASSROOM

780 SQFT

MODULARCLASSROOM

#2

MODULARCLASSROOM

#3

MODULARCLASSROOM

#4

MODULARCLASSROOM

#1

WUI COMPLIANT MODULAR CLASSROOMS AND ACCESSIBLE RAMPS BY AMERICAN MODULAR SYSTEMS150' HOSE ACCESS TO ALL BUILDINGS

(E) PARKING

(E) PLAYING FIELD

(E) DRIVEWAY

(E) REMOVABLE BOLLARD

(E) FIRE ACCESS DRIVE

(E) F

IRE

ACCE

SS D

RIVE

(E) FIRE HYDRANT

(E) FIRE HYDRANT

(E) FIRE HYDRANT

(E) SPRINKLER SERVICE RISER

15'-9"

DRIVE

AREA OF WORK

97'-0

"202'-10"

169'-

1"

20'-0"

SITE PLAN AND FIREACCESS DIAGRAM

AS NOTED

A100 (E) LOWER LEVEL FLOOR PLAN SCALE: 1/32" = 1'-0"EXISTING SITE PLAN

AMERICAN MODULAR SYSTEMS STANDARD MODULAR BUILDINGS STOCKPILE (100) 24' X 40' 20-700-1071 THROUGH 20-700-1170

SITE SPECIFIC OPTIONS:WUI COMPLIANTEXTERIOR WALL FINISH: DURATEMP 303ROOFING FINISH: SINGLE PITCH 3" X 20GA STANDING SEAMEXTERIOR DOORS: HOLLOW METALEXTERIOR WINDOWS: ANODIZED ALUMINUM

Page 6: MOUNT TAMALPAIS SCHOOL

N 2°27'00" W

216.07'

S 46°16'00" W

314.27'

S 12°27'00" E

130.35'

S 33°31'00" E

20.35'

S 70°15'00" E

58.05'

N 50°31'00" E

101.03'

N 46°16'00" E

104.37'

12

10

11

12

11

10

7

8

9

2

3

4

5

6

5

6

7

8

9

4

32

9

8

7

6

280.0

279.9

280.0

279.4

N

S

E

W

250250

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270

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248

248

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278

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302

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268

264

264

262

262

262

258

258

256

254

254

252

282

282

EXISTINGCLASSROOMS

5,032 SQFT

EXISTINGCLASSROOMS/

ADMIN & LIBRARY9,050 SQFT

EXISTING MULTIPURPOSE

14,400 SQFT

HARVARD AVENUE

WELLESLEY AVENUE

EXISTINGCLASSROOM

780 SQFT

MODULARCLASSROOM

#2

MODULARCLASSROOM

#3

MODULARCLASSROOM

#4

MODULARCLASSROOM

#1

EXISTING ACCESSIBLE PARKINGPER PERMIT #165044

EXISTING ACCESSIBLE RESTROOMSPER BLDG PERMIT #165044

1A003

1A005

AREA OF WORK

(N) ELECTRICAL TRANSFORMER & (N) UNDERGROUND (SEPARATE PERMIT ITEM)

5'-0"

CLR

(N) ASPHALT WALK PER A003

24'-0"

24'-0"

ACCESSIBLEP.O.T.

24'-0"

24'-0"

40'-0

"

5'-0"

2'-0"

FF ELEV 279.7

FF ELEV 279.1

BLDG ELEV 292.34

BLDG ELEV 291.6

BLDG ELEV 292.34

BLDG ELEV 291.6

129 Miller Ave. Suite 623 Mill Valley CA 94941T 415.845.5326 E [email protected]

Revision Description Date

--

MICHAEL HEACOCK ARCHITECTS

Michael Heacock Architects Incorporated "All Rights Reserved"

All design ideas and plans indicated or represented by these drawings are owned by and the property of Michael Heacock Architects Incorporated and were created and developed for use in connection with the specified project. None of such ideas, designs or plans shall be used or reproduced for any purpose whatsoever without the written permission of Michael Heacock Architects Incorporated.

FOR PERMIT

23

MOUNT TAM SCHOOLMODULAR CLASSROOMS

100 HARVARD AVENUEMILL VALLEY, CA 94941

APN: 050-033-01 051-034-01

051-062-29 051-062-30

Scale:

Sheet

THE ART & CRAFT OF HIGH PERFORMANCE

TEMPORARY USE PERMIT 07/23/2021

ENLARGED SITE PLANAND ACCESSIBLE PATH

OF TRAVEL

AS NOTED

A101 (E) LOWER LEVEL FLOOR PLAN SCALE: 1/16" = 1'-0"EXISTING SITE PLAN