Massachusetts Ave. Spruce St. Roberta St. K an s as A v e. Hulen Pl. Highway 60 E. la Cadena Dr. Down St . PROJECT SITE Revision Cloud Number = Revision on this sheet 3 1 A - 2.1 Detail Section Top Line = Drawing Number Bottom Line = Sheet Number 1 A - 2.1 Wall Section Top Line = Drawing Number Bottom Line = Sheet Number 1 A - 2.1 Building Section Top Line = Drawing Number Bottom Line = Sheet Number 1 A - 2.1 1 A - 2.1 Exterior or Building Elevation Top Line = Drawing Number Bottom Line = Sheet Number 1 A - 2.1 1 A - 2.1 Plan Detail Call Out Top Line = Drawing Number Bottom Line = Sheet Number 03 Wall or Partition Tag Number - Partition Type 1 A Column Grid Call Out Horizontal Line = Letters Vertical Lines = Numbers 001 Door Tag The number is relative to the room the door is a part of 03 Window or Glazing Tag The number identifies the window type or the glass type 88 Keynote Symbol ROOM NAME 001 Room ID Top Lines = Room Name Top Box = Room Number Bottom Box = Interior Elevation North Arrow DRAWING SYMBOLS 8' - 0" Ceiling Tag The number is relative to the height of the ceiling 88 Color & Material Tag 1 A - 2.1 Gate Tag Top Line = Gate Number Bottom Line = Sheet Number A0.01 Project North Date: Checked By: Drawn By: Project No: Sheet Title: Project Title/Client: Revisions Date By ISSUED for Date By Start of Document DOCUMENTATION Date By Sheet Designation: Architect's Seal: Consultant Info & Seal: Agency Approvals: RIVERSIDE HOMELESS SERVICE CAMPUS A T S T A R O F O E F I L A C N I E C L I T I H NO. C 32757 REN. 12-31-17 D E S N C R A T C E Michael A. Bern Architect's vCard: 03 - 18 - 15 MAB City of Riverside, CA 92507 A R C H I T E C T U R E 951.941.7176 19166 Sanvitalia St. Building relationships, transforming environments. skype: formillus1 formillus.com Riverside, California 92508 SITE & BUILDING IMPROVEMENTS TITLE SHEET T0.01 71101 PM MAB 07/05/16 SITE & BUILDING IMPROVEMENTS Riverside Homeless Service Campus (Hope Place) Riverside Ending Homlessness, Riverside, CA ARCHITECTURAL T0.00 MASTER TITLE SHEET T0.01 TITLE SHEET T0.02 CONSTRUCTION NOTES T0.03 CAL GREEN BUILDING STANDARDS T0.04 CAL GREEN BUILDING STANDARDS CIVIL C1 STREET IMPROVEMENT DEMOLITION PARKING PLAN C2 STREET IMPROVEMENT PARKING LOT PLAN & DETAILS C3 STREET IMPROVEMENT PLAN AND PROFILE LANDSCAPING L1 - 1 IRRIGATION PLAN L1 - 2 IRRIGATION DETAILS L1 - 3 IRRIGATION DETAILS L1 - 4 IRRIGATION DETAILS LP - 1 PLANTING PLAN LP - 2 PLANTING DETAILS COMMON SHEETS A1.01 OVERALL SITE PLAN (DEMO) A1.02 OVERALL SITE PLAN (REMODEL) A1.05 OVERALL SITE PLAN DETAILS A8.01 FINISH SCHEDULE A10.01 INTERIOR DETAILS A12.01 SIGNAGE DETAILS BUILDING B - DAY CENTER AB1.01 ENLARGED SITE PLAN (DEMO & REMODEL) - BUILDING B AB2.01 DEMO FLOOR PLAN - BUILDING B AB2.02 REMODEL FLOOR PLAN - BUILDING B AB3.01 DEMO REFLECTED CEILING PLAN - BUILDING B AB3.02 REMODEL REFLECTED CEILING PLAN - BUILDING B AB4.01 ROOF PLAN - BUILDING B AB5.01 BUILDING ELEVATION AND SECTIONS - BUILDING B AB6.01 TRELLIS PLAN - BUILDING B AB7.01 INTERIOR ELEVATIONS - BUILDING B STRUCTURAL S1.1 GENERAL NOTES, & TYPICAL DETAILS SB2.1 FOUNDATION & ROOF FRAMING PLANS BUILDING B MECHANICAL M3.1B MECHANICAL ROOF PLAN - BUILDING B PLUMBING P0.1 PLUMBING LEGEND, SCHEDULES & GENERAL NOTES P2.1B PLUMBING FLOOR PLAN - BUILDING B P4.1 PLUMBING DETAILS ELECTRICAL E0.1 SYMBOL LIST, FIXTURE SCHEDULE & GENERAL NOTES E0.2 TITLE 24 CALCULATIONS ES.1 OVERALL SITE ELECTRICAL PLAN (REMODEL) EB1.01 DEMO & REMODEL LIGHTING, POWER & SIGNAL PLANS - BUILDING B EB1.02 ELECTRICAL ROOF PLAN - BUILDING B SHEET INDEX VICINITY MAP # Pound or Number & And @ At Angle Ø Diameter AB Anchor Bolt ACT Acoustic Ceiling Tile ACP Asphaltic Concrete Paving ADJ Adjacent AFF Above Finished Floor AFS Above Finished Surface APPROX Approximately ALUM Aluminum ANOD Anodized BD Board BET Between BLDG Building BLKG Blocking BM Beam BTM Bottom BYND Beyond CAB Cabinet CB Catch Basin CF Curb Face CI Cast Iron CIP Cast In Place CJ Control Joint CLG Ceiling CLR Clear CMU Concrete Masonry Unit COL Column CONC Concrete CONT Continuous CORR Corridor CPT Carpet CT Ceramic Tile CUST Custodian DBL Double DEMO Demolish or Demolition DF Douglas Fir DFN Drinking Fountain DG Decomposed Granite DIA Diameter DIM Dimension DN Down DR Door DRS Dry Standpipe DS Downspout DWG Drawing E East (E) Existing EA Each EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevator EMER Emergency ENCL Enclosed/Enclosure EPL Exterior Plaster EPDM Ethylene Propylene Diene M - Class (Roofing) EQ Equal EQUIP Equipment EXIST Existing EXP Expansion EJ Expansion Joint EXT Exterior FD Floor Drain FE Fire Extinguisher Wall Hung FEC Fire Extinguisher & Cabinet FG Finished Grade FIN Finish FIXT Fixture FLR Floor FM Filled Metal FOC Face of Concrete FOF Face of Finish FOM Face of Masonry FOS Face of Stud FND Foundation FRP Fiberglass Reinforced Panel FS Finished Surface FT Foot or Feet FLF Fluorescent Light Fixture FLT Floor Tile FURR Furring FV Field Verify GA Gauge GB Gypsum Board GALV Galvanized GL Glass or Glazing GWB Gypsum Wall Board HB Hose Bibb HC Hollow Core HI High HM Hollow Metal HORIZ Horizontal HP High Point HR Hour HT Height HVAC Heating, Ventilating, And Air Conditioning ID Inside Diameter INSUL Insulated or Insulation INT Interior INV Invert JT Joint KIT Kitchen LAB Laboratory LAV Lavatory LVR Louver MATL Material MAX Maximum MECH Mechanical MFR Manufacturer MIN Minimum MTL Metal MTD Mounted N North (N) New NAT Natural NG Natural Grade NIC Not In Contract NO Number NOM Nominal NTS Not to Scale O/ Over OC On Center OD Outside Diameter OFCI Owner furnished Contractor Installed OH Opposite Hand OFOI Owner Furnished Owner Installed OSA Outside Air OZ Ounce PCC Pre - Cast Concrete PH Panic Hardware PL Property Line PLAM Plastic Laminated PT Pressure Treated PNT Paint or Painted PVC Polyvinyl Chloride PWD Plywood R Riser (Stairs) RAD Radius or Radiused RB Rubber Base REF Reference REIN Reinforcing RCP Reflected Ceiling Plan RD Roof Drain RDW Redwood REQD Required RM Room RO Rough Opening RSFL Resilient Flooring S South SB Splash Block SC Solid Core SD Storm Drain SG Semi Gloss SHT Sheet SHTG Sheathing SJ Saw Joint SQ Square SIM Similar SPEC Specified OR Specification SPK Speaker SS Stainless Steel STC Sound Transmission Coefficient STD Standard STL Steel SUSP Suspended SYM Symmetrical T Tread (Stairs) TC Top of Curb TG Top of Grate T&G Tongue And Groove TOP Top Of Parapet TOB Top of Beam TOC Top Of Concrete TOS Top Of Sheathing TOW Top of Wall TYP Typical UNO Unless Noted Otherwise VERT Vertical VP Vision Panel VTR Vent thru Roof VCT Vinyl Composition Tile VTS Vinyl Covered Tack Surface W West W/ With WBP Wood base, painted WC Water Closet WD Wood WP Weather - Proof WR Water - Resistant WLT Wall Tile XMER Transformer Design Documents: 2840 Hulen Pl Riverside, CA 92507 April 2015 PROJECT ADDRESS: 2840 Hulen Pl Riverside, CA 92507 PROJECT DIRECTORY PROJECT NOTES 1. CONTRACTOR SHALL POST THE INSTALLATION CERTIFICATE (CF - 6R) FORM AND INSULATION CERTIFICATE (IC - 1) FORM IN A CONSPICUOUS LOCATION OR KEEP WITH JOBSITE PLANS FOR THE INSPECTORS REVIEW. 2. CONTRACTOR SHALL PROVIDE COPIES OF THE CALIFORNIA HOME ENERGY GUIDE, CF - 1R, MF - 1R, AND IC - 1 FORMS TO THE BUILDING OWNER. 3. AN APPROVED "HERS" PROVIDER AND CETIFIED RATER SHALL CONDUCT THE FIELD VERIFICATION AND DIAGNOSTIC TESTING. 4. CONTRACTOR SHALL PROVIDE A REGISTERED COPY OF CERTIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (CF - 4R), SIGNED AND DATED BY THE "HERS" RATER TO THE BUILDER, OWNER AND BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. 5. THE BUILDING ADDRESS FOR EACH BUILDING SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE 4" HIGH MIN. AND HAVE A MINIMUM STROKE WIDTH OF 0.5", PER CBC. DEFERRED SUBMITTALS 1. FIRE SPRINKLERS: OBTAIN FIRE SPRINKLER PERMEIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. INSTALL SPRINKLERS PER 2010 CRC. PROVIDE RECESSED HEADS WHERE POSSIBLE. THE SYSTEM SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR AND REVIEWED AND APPROVED WITH THE OWNER PRIOR TO INSTALLATION FOR MINIMUM VISUAL IMPACT. 2. LANDSCAPE PLANS: SCOPE OF WORK PARTIAL LIST OF APPLICABLE CODES AS OF JANUARY 1, 2014*: 2013 CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.* 2013 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. (2012 INTERNATIONAL BUILDING CODE VOLUMES 1 - 2 AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2011 NATIONAL ELECTRICAL CODE AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 C.C.R. (2012) UNIFORM MECHANICAL CODE AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (2012) UNIFORM PLUMBING CODE AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.* 2013 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (2012 INTERNATIONAL FIRE CODE AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TITLE 24 C.C.R. 2013 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. 2007 ASME A17.1(W/A17.1A/CSA B44A - 08 ADDENDA) SAFETY CODE FOR ELEVATORS AND ESCALATORS PARTIAL LIST OF APPLICABLE STANDARDS: NFPA 13 AUTOMATIC SPRINKLER SYSTEMS, 2013 EDITION NFPA 14 STANDPIPE SYSTEMS, 2013 EDITION NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS, 2013 EDITION NFPA 17A WET CHEMICAL SYSTEMS, 2013 EDITION NFPA 20 STATIONARY PUMPS, 2013 EDITION NFPA 22 WATER TANKS FOR PRIVATE FIRE PROTECTION, 2013 EDITION NFPA 24 PRIVATE FIRE MAINS, 2013 EDITION NFPA 72 NATIONAL FIRE ALARM CODE, 2013 EDITION NFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVE'S, 2013 EDITION NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS, 2012 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS, 2006 EDITION NFPA 2001 LEAN AGENT FIRE EXTINGUISHING SYSTEMS, 2012 EDITION ICC 300 STANDARDS ON BLEACHERS, FOLDING AND TELESCOPING, RATING AND GRAND STANDS, 2012 EDITION UL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR PROTECTION, OF RESTAURANT COOKING AREAS, 2005 EDITION UL 464 AUDIBLE SIGNAL APPLIANCES, 2003 EDITION UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS, 1999 EDITION REFERENCE CODE SECTION FOR NFPA STANDARDS - 2013 CBC (SFM) CHAPTER 35. SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS. *ALL PARTS OF THE 2013 CALIFORNIA BUILDING CODE BECOME EFFECTIVE JANUARY 1, 2014 EXCEPT THE EFFECTIVE DATE FOR THE USE OF THE 2013 BUILDING ENERGY EFFICIENCY STANDARDS (TITLE 24, PART 1, CHAPTER 10 AND PART 6, AND AFFECTED PROVISIONS IN PART 11 [CAL. GREEN BUILDING STANDARDS CODE]) IS JULY 1, 2014 AND THE EFFECTIVE DATE FOR CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 IS FEBRUARY 28, 2013. APPLICABLE CODES THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE THE COMPLETE DEVELOPMENT OF A TENANT IMPROVEMENT OF 5 BUILDINGS. BUILDING INTERIOR, EXTERIOR FINISH, LANDSCAPING, HARDSCAPE, AND PROJECT SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: - NEW STREETS AND LIGHT STANDARDS - COMMUNITY CONCRETE SIDEWALKS - NEW UTILITIES FOR GAS, WATER, SEWER, ELECTRICITY, PHONE & CABLE - A SMALL DOG PARK - ENTRY MONUMENT SIGNAGE - CALIFORNIA NATIVE, XERISCAPE PLANTINGS AND IRRIGATION - PARKING LOT AREA - DOG KENNEL PROJECT DIRECTORY ARCHITECT: Formillus Architecture 19166 Sanvitalia Street Riverside, California 92508 O: 951.941.7176 CIVIL: TKE ENGINEERING, INC. 2305 Chicago Avenue Riverside, CA 92507 O: 951.680.0440 MECHANICAL & PLUMBING: Pocock Design Solutions, Inc. 14451 Chambers Road, Suite 210 Tustin, California 92780 O: 949.417.3903 ELECTRICAL: FBA ENGINEERING 150 Paularino Avenue, Suite A120 Costa Mesa, California 92626 O: 949.852.9995 STRUCTURAL: Kanda and Tso Associates 511 Mission Street South Pasadena, California 91030 O: 626.441.1211 LANDSCAPE: Community Works Design Group 4649 Brockton Avenue Riverside, CA 92506 O: 951.369.0700 BUILDER/DEVELOPER: City of Riverside Community Development 3900 Main, Suite 3 Riverside, CA 92522 O: 951.826.5743
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SITE & BUILDING IMPROVEMENTS - Riverside, California · site & building improvements title sheet t0.01 71101 pm mab ... vtr vent thru roof ... 626.441.1211 landscape:
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Massachusetts Ave.
Spruce St.
Roberta St.
Kan
sas
Ave
.
Hule
n P
l.
Highway 60E. la Cadena Dr.
Down St.
PROJECT SITE
Revision CloudNumber = Revision on this sheet
3
1
A-2.1
Detail SectionTop Line = Drawing NumberBottom Line = Sheet Number
1
A-2.1
Wall SectionTop Line = Drawing NumberBottom Line = Sheet Number
1
A-2.1
Building SectionTop Line = Drawing NumberBottom Line = Sheet Number
1
A-2.1
1
A-2.1
Exterior or Building ElevationTop Line = Drawing NumberBottom Line = Sheet Number
1
A-2.1
1
A-2.1
Plan Detail Call OutTop Line = Drawing NumberBottom Line = Sheet Number
03
Wall or Partition TagNumber - Partition Type
1
A
Column Grid Call OutHorizontal Line = LettersVertical Lines = Numbers
001
Door TagThe number is relative to the roomthe door is a part of
03
Window or Glazing TagThe number identifies the windowtype or the glass type
A1.01 OVERALL SITE PLAN (DEMO)A1.02 OVERALL SITE PLAN (REMODEL)A1.05 OVERALL SITE PLAN DETAILSA8.01 FINISH SCHEDULEA10.01 INTERIOR DETAILSA12.01 SIGNAGE DETAILS
BUILDING B - DAY CENTER
AB1.01 ENLARGED SITE PLAN (DEMO & REMODEL) - BUILDING BAB2.01 DEMO FLOOR PLAN - BUILDING BAB2.02 REMODEL FLOOR PLAN - BUILDING BAB3.01 DEMO REFLECTED CEILING PLAN - BUILDING BAB3.02 REMODEL REFLECTED CEILING PLAN - BUILDING BAB4.01 ROOF PLAN - BUILDING BAB5.01 BUILDING ELEVATION AND SECTIONS - BUILDING BAB6.01 TRELLIS PLAN - BUILDING BAB7.01 INTERIOR ELEVATIONS - BUILDING B
STRUCTURAL
S1.1 GENERAL NOTES, & TYPICAL DETAILSSB2.1 FOUNDATION & ROOF FRAMING PLANS BUILDING B
MECHANICAL
M3.1B MECHANICAL ROOF PLAN - BUILDING B
PLUMBING
P0.1 PLUMBING LEGEND, SCHEDULES & GENERAL NOTESP2.1B PLUMBING FLOOR PLAN - BUILDING BP4.1 PLUMBING DETAILS
ELECTRICAL
E0.1 SYMBOL LIST, FIXTURE SCHEDULE & GENERAL NOTESE0.2 TITLE 24 CALCULATIONSES.1 OVERALL SITE ELECTRICAL PLAN (REMODEL)EB1.01 DEMO & REMODEL LIGHTING, POWER & SIGNAL PLANS - BUILDING BEB1.02 ELECTRICAL ROOF PLAN - BUILDING B
FD Floor DrainFE Fire Extinguisher Wall HungFEC Fire Extinguisher & CabinetFG Finished GradeFIN FinishFIXT FixtureFLR FloorFM Filled MetalFOC Face of ConcreteFOF Face of FinishFOM Face of MasonryFOS Face of StudFND FoundationFRP Fiberglass Reinforced PanelFS Finished SurfaceFT Foot or FeetFLF Fluorescent Light FixtureFLT Floor TileFURR FurringFV Field Verify
GA GaugeGB Gypsum BoardGALV GalvanizedGL Glass or GlazingGWB Gypsum Wall Board
HB Hose BibbHC Hollow CoreHI HighHM Hollow MetalHORIZ HorizontalHP High PointHR HourHT HeightHVAC Heating, Ventilating, And Air
Conditioning
ID Inside DiameterINSUL Insulated or InsulationINT InteriorINV Invert
T Tread (Stairs)TC Top of CurbTG Top of GrateT&G Tongue And GrooveTOP Top Of ParapetTOB Top of BeamTOC Top Of ConcreteTOS Top Of SheathingTOW Top of WallTYP Typical
W WestW/ WithWBP Wood base, paintedWC Water ClosetWD WoodWP Weather-ProofWR Water-Resistant WLT Wall Tile
XMER Transformer
Design Documents:
2840 Hulen PlRiverside, CA 92507
April 2015
PROJECT ADDRESS:
2840 Hulen PlRiverside, CA 92507
PROJECT DIRECTORY
PROJECT NOTES
1. CONTRACTOR SHALL POST THE INSTALLATION CERTIFICATE (CF-6R) FORM AND INSULATION CERTIFICATE (IC-1) FORM IN A CONSPICUOUS LOCATION OR KEEP WITH JOBSITE PLANS FOR THE INSPECTORS REVIEW.
2. CONTRACTOR SHALL PROVIDE COPIES OF THE CALIFORNIA HOME ENERGY GUIDE, CF-1R, MF-1R, AND IC-1 FORMS TO THE BUILDING OWNER.
3. AN APPROVED "HERS" PROVIDER AND CETIFIED RATER SHALL CONDUCT THE FIELD VERIFICATION AND DIAGNOSTIC TESTING.
4. CONTRACTOR SHALL PROVIDE A REGISTERED COPY OF CERTIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (CF-4R), SIGNED AND DATED BY THE "HERS" RATER TO THE BUILDER, OWNER AND BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION.
5. THE BUILDING ADDRESS FOR EACH BUILDING SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE 4" HIGH MIN. AND HAVE A MINIMUM STROKE WIDTH OF 0.5", PER CBC.
DEFERRED SUBMITTALS
1. FIRE SPRINKLERS:
OBTAIN FIRE SPRINKLER PERMEIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. INSTALL SPRINKLERS PER 2010 CRC. PROVIDE RECESSED HEADS WHERE POSSIBLE. THE SYSTEM SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR AND REVIEWED AND APPROVED WITH THE OWNER PRIOR TO INSTALLATION FOR MINIMUM VISUAL IMPACT.
2. LANDSCAPE PLANS:
SCOPE OF WORK
PARTIAL LIST OF APPLICABLE CODES AS OF JANUARY 1, 2014*:
2013 CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.*2013 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. (2012 INTERNATIONAL BUILDING CODE VOLUMES 1-2 AND 2013 CALIFORNIA AMENDMENTS)2013 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. (2011 NATIONAL ELECTRICAL CODE AND 2013 CALIFORNIA AMENDMENTS)2013 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 C.C.R. (2012) UNIFORM MECHANICAL CODE AND 2013 CALIFORNIA AMENDMENTS)2013 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. (2012) UNIFORM PLUMBING CODE AND 2013 CALIFORNIA AMENDMENTS)2013 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.*2013 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (2012 INTERNATIONAL FIRE CODE AND 2013 CALIFORNIA AMENDMENTS)2013 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TITLE 24 C.C.R.2013 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.2007 ASME A17.1(W/A17.1A/CSA B44A-08 ADDENDA) SAFETY CODE FOR ELEVATORS AND ESCALATORS
PARTIAL LIST OF APPLICABLE STANDARDS:
NFPA 13 AUTOMATIC SPRINKLER SYSTEMS, 2013 EDITIONNFPA 14 STANDPIPE SYSTEMS, 2013 EDITIONNFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS, 2013 EDITIONNFPA 17A WET CHEMICAL SYSTEMS, 2013 EDITIONNFPA 20 STATIONARY PUMPS, 2013 EDITIONNFPA 22 WATER TANKS FOR PRIVATE FIRE PROTECTION, 2013 EDITIONNFPA 24 PRIVATE FIRE MAINS, 2013 EDITIONNFPA 72 NATIONAL FIRE ALARM CODE, 2013 EDITIONNFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVE'S, 2013 EDITIONNFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS, 2012 EDITIONNFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS, 2006 EDITIONNFPA 2001 LEAN AGENT FIRE EXTINGUISHING SYSTEMS, 2012 EDITIONICC 300 STANDARDS ON BLEACHERS, FOLDING AND TELESCOPING, RATING AND
GRAND STANDS, 2012 EDITIONUL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR PROTECTION,
OF RESTAURANT COOKING AREAS, 2005 EDITIONUL 464 AUDIBLE SIGNAL APPLIANCES, 2003 EDITIONUL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS, 1999 EDITION
REFERENCE CODE SECTION FOR NFPA STANDARDS- 2013 CBC (SFM) CHAPTER 35. SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS.
*ALL PARTS OF THE 2013 CALIFORNIA BUILDING CODE BECOME EFFECTIVE JANUARY 1, 2014 EXCEPT THE EFFECTIVE DATE FOR THE USE OF THE 2013 BUILDING ENERGY EFFICIENCY STANDARDS (TITLE 24, PART 1, CHAPTER 10 AND PART 6, AND AFFECTED PROVISIONS IN PART 11 [CAL. GREEN BUILDING STANDARDS CODE]) IS JULY 1, 2014
AND THE EFFECTIVE DATE FOR CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 IS FEBRUARY 28, 2013.
APPLICABLE CODES
THE SCOPE OF WORK FOR THIS PROJECT SHALL INCLUDE THE COMPLETE DEVELOPMENT OF A TENANT IMPROVEMENT OF 5 BUILDINGS. BUILDING INTERIOR,EXTERIOR FINISH, LANDSCAPING, HARDSCAPE, AND PROJECT SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:
- NEW STREETS AND LIGHT STANDARDS- COMMUNITY CONCRETE SIDEWALKS- NEW UTILITIES FOR GAS, WATER, SEWER, ELECTRICITY, PHONE & CABLE- A SMALL DOG PARK- ENTRY MONUMENT SIGNAGE- CALIFORNIA NATIVE, XERISCAPE PLANTINGS AND IRRIGATION- PARKING LOT AREA- DOG KENNEL
PROJECT DIRECTORY
ARCHITECT: Formillus Architecture19166 Sanvitalia StreetRiverside, California 92508O: 951.941.7176
CIVIL: TKE ENGINEERING, INC.2305 Chicago AvenueRiverside, CA 92507O: 951.680.0440
MECHANICAL & PLUMBING: Pocock Design Solutions, Inc.14451 Chambers Road, Suite 210 Tustin, California 92780O: 949.417.3903
ELECTRICAL:FBA ENGINEERING150 Paularino Avenue, Suite A120Costa Mesa, California 92626O: 949.852.9995
STRUCTURAL: Kanda and Tso Associates511 Mission StreetSouth Pasadena, California 91030O: 626.441.1211
LANDSCAPE: Community Works Design Group4649 Brockton AvenueRiverside, CA 92506O: 951.369.0700
BUILDER/DEVELOPER:
City of Riverside CommunityDevelopment3900 Main, Suite 3Riverside, CA 92522O: 951.826.5743
09
09
09
12
L2
P1
P1
P1
P1
L3
05
DOG KENNEL
L3
P1
A
B C
D
E
KEY PLAN
NOT A PART
Project North
LEGENDS AND SYMBOLS
P1
NEW LANDSCAPE AREA - SEE LANDSCAPE DWGS
NEW ASPHALT PAVING
E J
NEW CONCRETE INTERLOCKING PAVERS
NEW CONCRETE PAVING - MEDIUM BROOM FINISH
P2E J NEW CONCRETE PAVING - MEDIUM RETARDANT FINISH
P3NEW CONCRETE BAND - MEDIUM BROOM FINISHBRUSH PERPENDICULAR TO BAND EDGE
P5
L1
P4
NEW DECOMPOSED GRANITE1/4" MINUS
P6
NEW PET TURF AREAL2
EXISTING METAL FENCE
NEW METAL FENCE
F1
F2
NEW COMPOSITE WOOD FENCE / SCREEN WALLF3
EXISTING METAL FENCE
NEW METAL FENCE
W1
W1
01. NEW ACCESSIBLE PARKING STALL (STANDARD). SLOPE OF PAVING AT ACCESSIBLE STALL AND LOADING AREA SHALL NOT EXCEED 2% IN ANY DIRECTION. WORK SHALL INCLUDE MODIFICATION OF PAVEMENT, IF REQUIRED, AND ALL PAVEMENT STRIPING/PAINTING, SIGNAGE, WHEEL STOPS, CONCRETE WALKS/RAMPS, ETC…, TO PROVIDE A COMPLETE ANDCOMPLIANT STALL PER CBC SECTION 1129B.
04. PAINT “NO PARKING” IN 12” HIGH LETTERS ONTO PAVEMENT USING HIGH-GRADE, WHITE, PAVEMENT PAINT.
05. PAINT 4” WIDE x 18’-0” LONG PARKING STALL LINES ONTO PAVEMENT USING HIGH-GRADE, WHITE, PAVEMENT PAINT.
06. PAINT 4” WIDE LOADING ZONE STRIPING ONTO PAVEMENT USING HIGH-GRADE PAVEMENT PAINT. COLOR: FEDERAL BLUE N0. 15090 PER FEDERAL STANDARD 595B.
07. PAINT 3’-0” x 3’-0” INTERNATIONAL SYMBOL OF ACCESSIBLILITY ONTOPAVMENT USING HIGH-GRADE PAVEMENT PAINT. COLOR: FEDERAL BLUEN0. 15090 PER FEDERAL STANDARD 595B. SEE...DETAIL 4/A-1.05.
08. PROVIDE AND INSTALL TRUNCATED DOMES PER SHADED AREA, SEE...DETAIL 3/A-1.05.
09. EXISTING PLANTER AREA, PROTECT IN PLACE
10. EXISTING CONCRETE SIDEWALK & CURB, PROTECT IN PLACE
11. SAW-CUT AND REMOVE NON-COMPLIANT CONCRETE RAMP. POUR NEW CONC. PAVING TO MATCH EXISTING PAVING SECITON, FLUSH AT TOP. INTERLOCK ADJOINING SLABS, SEE...DETAIL 5/A-1.05.
12. EXISTING AC PAVEMENT TO REMAIN.
SITE KEY NOTES
LEGENDS AND SYMBOLS
DEMO EXISTING ELEMENTS IN THESE AREAS.
01. NEW ACCESSIBLE PARKING STALL (STANDARD). SLOPE OF PAVING AT ACCESSIBLE STALL AND LOADING AREA SHALL NOT EXCEED 2% IN ANY DIRECTION. WORK SHALL INCLUDE MODIFICATION OF PAVEMENT, IF REQUIRED, AND ALL PAVEMENT STRIPING/PAINTING, SIGNAGE, WHEEL STOPS, CONCRETE WALKS/RAMPS, ETC…, TO PROVIDE A COMPLETE ANDCOMPLIANT STALL PER CBC SECTION 1129B.
04. PAINT “NO PARKING” IN 12” HIGH LETTERS ONTO PAVEMENT USING HIGH-GRADE, WHITE, PAVEMENT PAINT.
05. PAINT 4” WIDE x 18’-0” LONG PARKING STALL LINES ONTO PAVEMENT USING HIGH-GRADE, WHITE, PAVEMENT PAINT.
06. PAINT 4” WIDE LOADING ZONE STRIPING ONTO PAVEMENT USING HIGH-GRADE PAVEMENT PAINT. COLOR: FEDERAL BLUE N0. 15090 PER FEDERAL STANDARD 595B.
07. PAINT 3’-0” x 3’-0” INTERNATIONAL SYMBOL OF ACCESSIBLILITY ONTOPAVMENT USING HIGH-GRADE PAVEMENT PAINT. COLOR: FEDERAL BLUEN0. 15090 PER FEDERAL STANDARD 595B. SEE...DETAIL 4/A-1.05.
08. PROVIDE AND INSTALL TRUNCATED DOMES PER SHADED AREA, SEE...DETAIL 3/A-1.05.
09. EXISTING PLANTER AREA, PROTECT IN PLACE
10. EXISTING CONCRETE SIDEWALK & CURB, PROTECT IN PLACE
11. SAW-CUT AND REMOVE NON-COMPLIANT CONCRETE RAMP. POUR NEW CONC. PAVING TO MATCH EXISTING PAVING SECITON, FLUSH AT TOP. INTERLOCK ADJOINING SLABS, SEE...DETAIL 5/A-1.05.
12. EXISTING AC PAVEMENT TO REMAIN.
SITE KEY NOTES
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client:
Revisions Date By
ISSUED for Date By
Start of Document
DOCUMENTATION Date By
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
RIVERSIDE HOMELESSSERVICE CAMPUS
ATS
TA
ROFOE
FILAC
NI
E
CLI
TIH
NO. C 32757REN. 12-31-17
DESNCRA
TCE
Michael A. Bern
Architect's vCard:
03-18-15 MAB
City of Riverside, CA 92507
A R C H I T E C T U R E
951.941.7176
19166 Sanvitalia St.
Building relationships,
transforming environments.
skype: formillus1
formillus.com
Riverside, California 92508
SITE & BUILDINGIMPROVEMENTS
ENLARGED SITE PLAN(DEMO & REMODEL) -BUILDING B
AB1.01
71101PM
MAB
07/05/16
1" = 10'-0" 1ENLARGED DEMO BUILDING - B
1" = 10'-0" 2ENLARGED REMODEL BUILDING -B
Project North
Project North
62' - 0"
76' -
0"
DEMOLITION KEYNOTES
01. REMOVE TOILET AND ASSOCIATED PLUMING BACK TO NEARESTPOC AND CAP FOR FUTURE USE.
02. REMOVE SINK AND ASSOCIATED PLUMING BACK TO NEAREST POC AND CAP FOR FUTURE USE.
03. SAW-CUT AND REMOVE PORTION OF EXISTING SLAB SUFFICIENT TO
INSTALL PLUMBING PIPING AND COMPONENTS. PATCH BACK TOMATCH EXISTING ADJACENT CONCRETE IN TEXTURE AND SURFACEELEVATION.
04. REMOVE EXISTING NON-BEARING WOOD PARTITION WALLS AS HIGH-LIGHTED, INCLUDING ALL PIPES AND WIRES WITHIN WALLBACK TO OUTSIDE DEMO AREA AND CAP. CUT BACK AND GRINDSMOOTH TO SURFACE, ALL EXISTING ANCHORS OR ABANDONED PIPING. FILL ANY VOIDS IN SLAB WITH NON-SHRINK CONCRETE MIX.
05. EXISTING MECHANICAL PLATFORM, WOOD STAIR TO REMAIN.
06. REMOVE PORTION OF EXISTING WOOD FRAMED WALL AND FINISHES
TO RECIEVE NEW DOOR.
07. REMOVE EXISTING DOOR, FRAME AND ALL HARDWARE. REMOVEFINISHES BACK TO INSTALL IN-FILL FRAMING.
08. REMOVE EXISTING DOOR, FRAME AND ALL HARDWARE. REMOVE FINISHES BACK TO INSTALL NEW FRAMING AND DRYWALL
OPENING.
30" x 48" CLEAR. FLOOR AREA
4 = 48" SQ.5 = 60" SQ.
60" DIA. CLEAR FLOOR AREA
X
LEGEND
WALL LEGEND
EXISTING 2x WOOD STUD WALL TO REMAIN
EXISTING CONCRETE TILT-UP WALL TO REMAIN
EXISTING WALL TO BE REMOVED
A
B C
D
E
KEY PLAN
NOT A PART
Project North
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client:
Revisions Date By
ISSUED for Date By
Start of Document
DOCUMENTATION Date By
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
RIVERSIDE HOMELESSSERVICE CAMPUS
ATS
TA
ROFOE
FILAC
NI
E
CLI
TIH
NO. C 32757REN. 12-31-17
DESNCRA
TCE
Michael A. Bern
Architect's vCard:
03-18-15 MAB
City of Riverside, CA 92507
A R C H I T E C T U R E
951.941.7176
19166 Sanvitalia St.
Building relationships,
transforming environments.
skype: formillus1
formillus.com
Riverside, California 92508
SITE & BUILDINGIMPROVEMENTS
DEMO FLOOR PLAN -BUILDING B
AB2.01
71101PM
MAB
07/05/16
1/4" = 1'-0" 1DEMO FLOOR PLAN - BUILDING B
Project North
5
AB5.01
6
AB5.01
240 SF
LAUNDRY
B112
125 SF
BARBER
B108
355 SF
MULTI-USEROOM
B107
75 SF
OFFICE
B106AB6.01
29 SF
(E) ELEC.
B104
65 SF
M
B103AB6.01
117 SF
BREAK/MTG
B102
53 SF
W
B117AB6.01
93 SF
PANTRY
B114320 SF
KITCHEN
B113AB6.01
1166 SF
LIFESKILLS/DAY
CENTER
B113AB6.01
215 SF
OPENOFFICE
B105AB6.01
111 SF
MAIL
B116
105 SF
RECEPTIONIST
B115AB6.01
347 SF
CORRIDOR
B101
01
B112A
B108
B107A
B113
B109
B114
B102
B103
51
D
B104
B117 B116
3' -
0"
CAB.
3' -
8"
255 SF
WOMEN
B110
CAB.
MEN
B111
4' -
8 1
/2"
STORAGE
B109
B123
4' -
2 1
/2"
3' - 8" 5' - 0"
7' -
0"
4' - 10" 7' - 6"8' - 9"
(7) 3-TIER LOCKERS (6) 3-TIER LOCKERS
15"w x 18"d x 24" h 15"w x 18"d x 24" h
WD
MDP
75 SF
OFFICE
B121
5'-0" x 6'-0" WS (3)
CAB.
2' - 0"
A
A
C
B
D
E
A
B C
D
E
KEY PLAN
NOT A PART
Project North
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
FLOOR PLAN KEY NOTESEXISTING FIRE SPRINKLER RISER, PROTECT IN PLACE.
SOFFIT OR CEILING ABOVE.
IN-FLOOR POWER & A/V BOXES, FLUSH WITH FLOOR FINISH. ROUTE TO A/V CABINET AND LCD SCREEN.
EXIST. COL. TO BE PROTECTED IN PLACE, SAND, PRIME AND PAINT. ARCHITECT TO SELECT COLOR.
RECESSED FIRE. EXTINGUISHER CABINET. W/ (1) 2A:10B:C FIRE EXT.
1.6 GPF, COMM'L, FLOOR MTD WATER-CLOSET ARCHITECT TO SELECT.
NEW WALL MTD. LAVATORY. ARCHITECT TO SELECT.
NEW FLOOR MTD. TOILET. ARCHITECT TO SELECT.
NEW WALL MTD. URINAL. ARCHITECT TO SELECT.
EXISTING WALL MTD. LAVATORY.
EXISTING FLOOR MTD. TOILET.
38"x38", ADA FIBERGLASS SHOWER INSERT W/ MAX 1/2" THRESHOLD. SAW-CUT & REMOVE EXISTING CONC. TO ACCEPT REQUIRED FLOOR SLOPE & DRAIN.
WALL MTD. ADA LAVATORY. ARCHITECT TO SELECT.
NEW 24" WIDE COUNTER
EXTEND EXISTING WALLS UP TO STRUCTURE ABV. MATCH FINISH & PAINT. ARCHITECT TO SELECT COLOR.
NEW 26" WIDE RECEPTION COUNTER.
NEW 14" OVER-HEAD CABINETS. ARCHITECT TO SELECT.
EXISTING 6' CHAIN-LINK FENCE
30" x 48" CLEAR. FLOOR AREA
4 = 48" SQ.5 = 60" SQ.
60" DIA. CLEAR FLOOR AREA
X
LEGEND
WALL LEGEND
EXISTING 2x WOOD STUD WALL TO REMAIN
EXISTING CONCRETE TILT-UP WALL TO REMAIN
NEW 3 5/8" METAL STUD WALL @ 16" O.C.
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client:
Revisions Date By
ISSUED for Date By
Start of Document
DOCUMENTATION Date By
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
RIVERSIDE HOMELESSSERVICE CAMPUS
ATS
TA
ROFOE
FILAC
NI
E
CLI
TIH
NO. C 32757REN. 12-31-17
DESNCRA
TCE
Michael A. Bern
Architect's vCard:
03-18-15 MAB
City of Riverside, CA 92507
A R C H I T E C T U R E
951.941.7176
19166 Sanvitalia St.
Building relationships,
transforming environments.
skype: formillus1
formillus.com
Riverside, California 92508
SITE & BUILDINGIMPROVEMENTS
REMODEL FLOOR PLAN -BUILDING B
AB2.02
71101PM
MAB
07/05/16
Project North
1/4" = 1'-0" 1REMODELED FLOOR PLAN - BUILDING B
SUSPENDED CEILING NOTES
01.
02.
03.
04.
05.
06.
ALL EXPOSED DUCTWORK TO BE PAINTED
ALL SUSPENDED CEILING GRID SYSTEMS SHALL BE CENTERED IN SPACE AS SHOWN, UNO
LIGHT FIXTURES AND MECHANICAL REGISTERS ARE SHOWN FOR LOCATIONPURPOSES ONLY. REFER TO ELEC. & MECH. DWGS FOR ADDITIONAL INFORMATION
PROVIDE CEILING ACCESS PANELS AT HARD CEILINGS WHERE REQ'D TO ACCESS PLUMBING & MECHANICAL CONTROLS.
SEISMIC SWAY BRACING NOT SHOWN FOR CLARITY. PROVIDE SWAY BRCING IN TWO DIRECTIONS AT 90° FOR ANY PENDENT MOUNTED LIGHT FIXTURE, SUSPENDED DUCTWORK, PIPES, CONDUITS, SOLA-TUBE ETC., THAT WILL NOT SWING FREE AND CLEAR TO 45° IN ANY DIRECTION.
FOR TYPICAL SOFFIT DETAIL SEE...3/A3.2.
CEILING PLAN GENERAL NOTES
ALL CEILING SHALL USE A HEAVY DUTY T-BAR GRID SYSTEM.
THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2 INCHES.
IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE.
THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE OR A LISTED ASSEMBLY.
CEILING WITHOUT RIGID BRACING MUST HAVE A 2" OVERSIZE TRIM RINGS FOR A SPRINKLERS AND OTHER CEILING PENETRATIONS.
01. SET BOTTOM OF LINEAR PENDANT LIGHT FIXTURE TO 9'-6" AFF.
02. SET BOTTOM OF ROUND PENDANT LIGHT FIXTURE TO 11'-0" AFF.
03. SET BOTTOM OF CONFERENCE PENDANT LIGHT FIXTURE TO 8'-0" AFF.
SET BOTTOM OF OPEN OFFICE PENDANT LIGHT FIXTURE TO 9'-0" AFF.
SUSPENDED CEILING NOTES
1.
2.
3.
4.
5.
ALL CEILING SHALL USE A HEAVY DUTY T-BAR GRID SYSTEM.
THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2 INCHES.
IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE.
THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE OR A LISTED ASSEMBLY.
CEILING WITHOUT RIGID BRACING MUST HAVE A 2" OVERSIZE TRIM RINGS FOR A SPRINKLERS AND OTHER CEILING PENETRATIONS.
CEILING PLAN GENERAL NOTES
1.
2.
3.
4.
5.
6.
ALL EXPOSED DUCTWORK TO BE PAINTED
ALL SUSPENDED CEILING GRID SYSTEMS SHALL BE CENTERED IN SPACE AS SHOWN, UNO
LIGHT FIXTURES AND MECHANICAL REGISTERS ARE SHOWN FOR LOCATION PURPOSES ONLY. REFER TO ELEC. & MECH. DWGS FOR ADDITIONAL INFORMATION
PROVIDE CEILING ACCESS PANELS AT HARD CEILINGS WHERE REQ'D TO ACCESS PLUMBING & MECHANICAL CONTROLS.
SEISMIC SWAY BRACING NOT SHOWN FOR CLARITY. PROVIDE SWAY BRCING IN TWO DIRECTIONS AT 90° FOR ANY PENDENT MOUNTED LIGHT FIXTURE, SUSPENDED DUCTWORK, PIPES, CONDUITS, SOLA-TUBE ETC., THAT WILL NOT SWING FREE AND CLEAR TO 45° IN ANY DIRECTION.
FOR TYPICAL SOFFIT DETAIL SEE...3/A3.2.
A
B C
D
E
KEY PLAN
NOT A PART
Project North
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client:
Revisions Date By
ISSUED for Date By
Start of Document
DOCUMENTATION Date By
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
RIVERSIDE HOMELESSSERVICE CAMPUS
ATS
TA
ROFOE
FILAC
NI
E
CLI
TIH
NO. C 32757REN. 12-31-17
DESNCRA
TCE
Michael A. Bern
Architect's vCard:
03-18-15 MAB
City of Riverside, CA 92507
A R C H I T E C T U R E
951.941.7176
19166 Sanvitalia St.
Building relationships,
transforming environments.
skype: formillus1
formillus.com
Riverside, California 92508
SITE & BUILDINGIMPROVEMENTS
REMODEL CEILING PLAN- BUILDING E
AB3.02
71101PM
MAB
07/05/16
Project North
1/4" = 1'-0" 1REMODELED REFLECTED CEILING PLAN - BUILDING B
A
B C
D
E
KEY PLAN
NOT A PART
Project North
5
AB5.01
6
AB5.01
01
03
02
05
03
04
01
07
06
06
ROOF KEY NOTES
1.
2.
3.
4.
5.
6.
7.
EXISTING 6" CONC. TILT-UP WALL.
EXISTING LADDER RISER.
EXISTING 8'x4' SKY-LIGHT.
EXISTING BUILT-UP ROOF.
EXISTING MECH. UNIT.
NEW MECH. UNIT.
NEW TRELLIS FRAMING
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client:
Revisions Date By
ISSUED for Date By
Start of Document
DOCUMENTATION Date By
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
RIVERSIDE HOMELESSSERVICE CAMPUS
ATS
TA
ROFOE
FILAC
NI
E
CLI
TIH
NO. C 32757REN. 12-31-17
DESNCRA
TCE
Michael A. Bern
Architect's vCard:
03-18-15 MAB
City of Riverside, CA 92507
A R C H I T E C T U R E
951.941.7176
19166 Sanvitalia St.
Building relationships,
transforming environments.
skype: formillus1
formillus.com
Riverside, California 92508
SITE & BUILDINGIMPROVEMENTS
ROOF PLAN -BUILDING B
AB4.01
71101PM
MAB
07/05/16
Project North
1/8" = 1'-0" 1ROOF PLAN - BUILDING B
6
AB5.01
T.O.P.17' - 10 1/2"
4' - 0"
F.F.0' - 0"
5
AB5.01
T.O.P.17' - 10 1/2"
Day Center
F.F.0' - 0"
6
AB5.01
T.O.P.17' - 10 1/2"
F.F.0' - 0"
5
AB5.01
T.O.P.17' - 10 1/2"
24' - 0" 26' - 0" 26' - 0"
F.F.0' - 0"
6
AB5.01
T.O.P.17' - 10 1/2"
06
11
07 07
11
01
0901
08
01355 SF
MULTI-USEROOM
347 SF
CORRIDOR
320 SF
KITCHEN
93 SF
PANTRY
105 SF
RECEPTIONIST
F.F.0' - 0"
5
AB5.01
T.O.P.17' - 10 1/2"
06
11
0707
07
11
0801
01
09
01
08 08
215 SF
OPENOFFICE
347 SF
CORRIDOR
320 SF
KITCHEN
1166 SF
LIFESKILLS/DAY
CENTER
A
B C
D
E
KEY PLAN
NOT A PART
Project North
01. NEW NON-BEARING WALL
02. LIGHT GAGE METAL CEILING JOIST
03. LIGHT GAGE METAL FRAMING/GWB SOFFIT
04. 1/2" PLYWOOD SHEATHING, SEAL ALL SEAMS
05. R-19 BATT INSULATION (CEILING/ROOF), PROVIDE "PAINTABLE" BACKING & PAINT WHERE EXPOSED TO VIEW.
06. CASEWORK
07. SUSPENDED ACOUSTICAL CEILING
08. LIGHT FIXTURE
09. WINDOW BLIND POCKET & WINDOW BLIND
10. SOLAR - TUBE
11. STOREFRONT SYSTEM
12. 4" WALL PANEL SYSTEM W/ RECESSED LCD SCREEN
NEW BUILDING SECTION NOTES
01. EXISTING STL. ROOF TRUSSES, PAINT WHERE EXPOSED IN CONDITIONED SPACE.
09. SURFACE MOUNTED INDUSTRIAL ROLL-TYPE PAPER TOWEL
DISPENSER
10. WALL MOUNTED INDUSTRIAL SOAP DISPENSER
11. ADA SIDE TRANSFER FIBERGLASS SHOWER INSERT AS
MANUFACTURED BY FLORESTONE PRODUCTS COMPANY INC.,
OR EQUAL. MDL# 3562-H WITH 1/2" MAX THRESHOLD.
MAX. SLOPE OF 1:48 IN ANY DIRECTION. DRAIN GRATE WITH
1/4" MAX. OPENINGS FLUSH WITH FLOOR SURFACE.
12. GYPSUM BOARD WALLS, PAINT. ARCHITECT TO SELECT COLOR.
13. 24" VERTICAL GRAB BAR
14. 18"x31" CORNER GRAB BAR
15. HDPE FRAMELESS FOLD UP SEAT
16. WATER CONTROLS SHALL BE OF A SINGLE LEVER DESIGN,
OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE
GRASPING, PINCHING OR TWISTING OF THE WRIST. THE
CONTROLS SHALL BE ON THE BACK WALL, ADJACENT TO THE
SEAT, AND THE CENTERLINE OF THE CONTROLS SHALL BE
LOCATED 39" - 41" ABOVE THE SHOWER FLOOR.
17. A FLEXIBLE HAND-HELD SHOWER UNIT IS REQUIRED WITH AT
LEAST A HOSE 59 INCHES LONG THAT CAN BE BOTH USED AS A
FIXED SHOWER HEAD AND HAND HELD. THIS UNIT SHALL BE
MOUNTED SUCH THAT THE TOP OF THE MOUNTING BRACKET IS A
MAXIMUM OF 48 INCHES ABOVE THE SHOWER FLOOR.
18. REQUIRED ACCESSIBLE CLEAR SPACE.
19. DRY-ERASE WALL COVERING, MAG-RITE II AS MANUFACTURED
BY WALL TALKERS. A DIVISION OF KOROSEAL INTERIOR
PRODUCTS. COLOR: WHITE.
20. VINYL COVERED TACKABLE WALL SURFACE
21. 4" RESILIENT BASE
22. FIBER REINFORCED POLYESTER (FRP) PANELS
ARCHITECT TO SELECT COLOR.
23. PLASTIC LAMINATE CABINETRY. PROVIDE PLASTIC LAMINATE
COUNTERTOP FOR BASE CABINETS (UNO).
24. NEW INTERIOR STOREFRONT GLAZING SYSTEM.
25. WALL PANELING SYSTEM TO MATCH WALL CEILING ABOVE.
INTERIOR NOTES
1. WATER CLOSET FLUSH CONTROLS SHALL BE MOUNTED ON THE
WIDE SIDE OF ACCESSIBLE STALLS. COORDINATE LOCATION TO
AVOID CONFLICT WITH GRAB BAR. FLUSH VALVES SHALL NOT
EXCEED 44" ABOVE FINISH FLOOR.
2. INSULATE HOT WATER & DRAIN PIPES. THERE SHALL BE NO
SHARP OR ABRASIVE OBJECTS OR SURFACES UNDER LAVATORIES
OR SINKS.
3. THE OPERABLE PARTS OF ALL RESTROOM ACCESSORIES SHALL
NOT BE HIGHER THAN 40" ABOVE FINISH FLOOR.
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client:
Revisions Date By
ISSUED for Date By
Start of Document
DOCUMENTATION Date By
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
RIVERSIDE HOMELESS
SERVICE CAMPUS
ATS
TA
ROFOE
FILAC
NI
E
CLI
TIH
NO. C 32757
REN. 12-31-17
DESNCRA
TCE
Michael A. Bern
Architect's vCard:
03-18-15 MAB
City of Riverside, CA 92507
A R C H I T E C T U R E
951.941.7176
19166 Sanvitalia St.
Building relationships,
transforming environments.
skype: formillus1
formillus.com
Riverside, California 92508
SITE & BUILDING
IMPROVEMENTS
INTERIOR ELEVATIONS -
BUILDING B
AB7.01
71101PM
MAB
07/05/16
1/4" = 1'-0" 1WOMEN B117
1/4" = 1'-0" 2MEN B103
1/4" = 1'-0" 3OPEN OFFICE B105
1/4" = 1'-0" 5LIFE SKILLS / DAYCARE CENTER B112
1/4" = 1'-0" 8REC 115
NORTHEASTNORTH
SOUTH
SOUTHWEST
NORTHEASTSOUTHWEST
1/4" = 1'-0" 4MULTI-PURPOSE B106
1/4" = 1'-0" 6MULTI-PURPOSE B107
SOUTHNORTH
1/4" = 1'-0" 7KITCHEN B113
NORTH
INTERIOR NOTES
1. WATER CLOSET FLUSH CONTROLS SHALL BE MOUNTED ON THE WIDE SIDE OF ACCESSIBLE STALLS. COORDINATE LOCATION TO AVOID CONFLICT WITH GRAB BAR. FLUSH VALVES SHALL NOTEXCEED 44" ABOVE FINISH FLOOR.
2. INSULATE HOT WATER & DRAIN PIPES. THERE SHALL BE NO SHARP OR ABRASIVE OBJECTS OR SURFACES UNDER LAVATORIES OR SINKS.
3. THE OPERABLE PARTS OF ALL RESTROOM ACCESSORIES SHALL NOT BE HIGHER THAN 40" ABOVE FINISH FLOOR.
8' -
0"
(F.V
.)
1' - 8" 2' - 0"3' - 4"
( I )
NOTES:
1. ALL STOREFRONT MATERIAL SHALL BE CRL-U.S. ALUMINUM SERIES 400, 1-3/4” X 4”, CENTER GLAZE OR EQUAL.
2. ALL ALUMINUM DOORS TO MATCH STOREFRONT MATERIAL AND UTILIZE ALUMINUM CONTINUOUS HINGES TO MATCH STOREFRONT. SEE HARDWARE SPECIFICATIONS.
3. ALL INTERIOR GLAZING SHALL BE 1/4” TEMPERED CLEAR FLOAT GLASS.
4. GLASS TYPE AND THICKNESS SHALL COMPLY WITH SECTION 2404 FOR WIND, SNOW, SEISMIC AND DEAD LOADS.
5. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL STOREFRONT & GLAZING MATERIALS TO BE INSTALLED AND RECEIVE ARCHITECT’S APPROVAL PRIOR TO PROCUREMENT.
6. MULLIONS DETERMINED BY DOOR OPENING SEE DOOR SCHEDULE SHT .
7. GLAZING LOCATED IN THE FOLLOWING LOCATIONS SHOULD BE SAFETY GLAZING IN ACCORDANCE WITH SECTION 2406.4:
a. FIXED AND OPENABLE PANELS OF DOOR ASSEMBLIES.
b. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24” ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60” ABOVE THE WALKING SURFACE.
FF
T
TT
A
3' -
0"
7' - 0"
8' -
0"
(F.V
.)
FF
T
T
D
4' - 0"
8' -
0"
4' - 0"
T
8' -
0"
(F.V
.)
2' - 0"6' - 4"
( I )
FF
T
T
T
1' - 8"
T
T
F
3' -
0"
8' -
0"
(F.V
.)
5' - 10" 6' - 2"3' - 4"
( I )
FF
T
TT
B
3' -
0"
15' - 4"
8' -
0"
(F.V
.)
FF
T
T
C
6' - 5"
8' -
0"
6' - 5"
T
8' -
0"
(F.V
.)
FF
T
T
D
4' - 0"
8' -
0"
4' - 0"
T
E
8' -
0"
(F.V
.)
2' - 6 1/2"2' - 10 1/2" 3' - 4"
( I )
FF
T
TT
3' -
0"
8' - 9"10' - 0"
8' -
0"
(F.V
.)
FF
T
T
G
2' - 0"
8' -
0"
2' - 0"
T
T
ROOM FINISH SCHEDULE -RoomNumber
Room Name FloorFinish
BaseFinish
North WallFinish
East WallFinish
South WallFinish
West WallFinish
CeilingFinish
B101 CORRIDOR
B102 BREAK/MTG
B103 M
B104 (E) ELEC.
B105 OPEN OFFICE
B106 OFFICE
B107 MULTI-USE ROOM
B108 BARBER
B109 STORAGE
B110 WOMEN
B110 MENS RR
B111 MEN
B112 LAUNDRY
B113 KITCHEN
B113 LIFE SKILLS/DAYCENTER
B114 PANTRY
B115 RECEPTIONIST
B116 MAIL
B117 W
B118 C.
B119 ST
B120 C.
B121 OFFICE
B122 (E) ELEC.
B123 RECEPTIONIST
B124 CORRIDOR
B126 CORRIDOR
B127 STAFF CORR.
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client:
Revisions Date By
ISSUED for Date By
Start of Document
DOCUMENTATION Date By
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
RIVERSIDE HOMELESSSERVICE CAMPUS
ATS
TA
ROFOE
FILAC
NI
E
CLI
TIH
NO. C 32757REN. 12-31-17
DESNCRA
TCE
Michael A. Bern
Architect's vCard:
03-18-15 MAB
City of Riverside, CA 92507
A R C H I T E C T U R E
951.941.7176
19166 Sanvitalia St.
Building relationships,
transforming environments.
skype: formillus1
formillus.com
Riverside, California 92508
SITE & BUILDINGIMPROVEMENTS
FINISH SCHEDULE &INTERIOR DETAILS
A8.01
71101PM
MAB
07/05/16
BLDG - B
DOOR FRAME ADDITIONAL INFORMATION
DOOR SCHEDULE
Number Width Height Thickness Type Material Color Material Type Color HWSet
FireRating
Comments
B102 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B103 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B104 6' - 0" 7' - 0" 0' - 2" 72" x 84"
B107A 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B108 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B109 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B112A 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B112B 10' - 0" 12' - 0" 0' - 1 1/2" 10x12
B113 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B114 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B116 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B117 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B123 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B125 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B126 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B133 3' - 0" 8' - 0" 0' - 2" 3x8
B134 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B135 3' - 0" 7' - 0" 0' - 2" 36" x 84"
B137 6' - 0" 7' - 0" 0' - 2" 72" x 84"
B139 3' - 0" 8' - 0" 0' - 2" 3x8
1. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN IBC TABLE 803.9
2. ALL GYPSUM WALLS SHALL RECEIVE A LEVEL 1, SMOOTH FINISH, WITH 1-COAT OF PRIMER AND TWO COATS OF PAINT, AT A MINIMUM.
3. ALL EXPOSED STRUCTURAL ELEMENTS WITHIN CONDITIONED SPACES SHALL BE PAINTED. ARCHITECT TO SELECT COLOR.
VT-2 Armstrong Stair Risers, Style: Standard Excelon Imperial
Color: Soft Warm Gray
RN-2 Roppe Stair Treads, Style: Comm'l # 1Color: Black Brown
FRP-1Crane Composites, Style: DesignsColor: Sierra AshPattern: Smooth
Heading 01
1 EA HARDWARE EXISTING SHALL REMAIN BYO
Heading 02
1 EA HM FRAME F16-4 3070 5-3/4 ASA EMABF-8 600 STE CLO G60 SUA
1 EA HM DOOR L18-4 3070 F 86SECT CLO TC G60 STE 3 EA HINGE 5BB1 SH 4.5 X 4.5 NRP 600 IVE 1 EA FRNT DR / APT CORR DR MA621P6 QN 626 FAL 1 EA LOCK GUARD LG10 630 IVE 1 EA SURFACE CLOSER SC81 SS 689 FAL 1 EA KICK PLATE 8400 10" X 1" LDW 630 IVE 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 SET SEALS 9700E AL NGP 1 EA DOOR SWEEP C627A CL NGP 1 EA THRESHOLD 513 MS/LA AL NGP
INSTALL HEAD SEAL BEFORE CLOSER OR HOLDER.
Heading 03
1 EA ALUMINUM FRAME SIDELITE FRAME BY OTHERS CLR BYO 1 EA WOOD DOOR DPC-1 3070 1-3/4 F 161 GRADE AA UNF MDS
PSWB PREFIT 3 EA HINGE 5PB1 4.5 X 4.5 652 IVE 1 EA ENTRY LOCK W501P6 QUA 626 FAL 1 EA KICK PLATE 8400 10" X 1" LDW 630 IVE 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE
SEALS ARE SUPPLIED BY THE AL/GL STOREFRONT MANUFACTURER.
Heading 04
1 EA WOOD DOOR DMC-60 3070 1-3/4 N 161 GRADE AA UNF MDSPSWB PREFIT
1 EA VISION LIGHT VLF-EX 8 X 30 WITH 1/4" CLR RATED FP ANESAFETY GLASS
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA ENTRY / OFFICE LOCK W511P6 QUA 626 FAL 1 EA SURFACE CLOSER SC61 DEL RW/PA SLIM 689 FAL 1 EA KICK PLATE 8400 10" X 1" LDW 630 IVE 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 SET SEALS 5050B BRN NGP
Heading 05
1 EA KD DRYWALL FRAME K-16-4 3070 VERIFY JAMB DEPTH ASA CLO 600 STE 1 EA WOOD DOOR DPC-1 3070 1-3/4 F 161 GRADE AA PSWB PREFIT UNF MDS 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PRIVACY LOCK W301S QUA 626 FAL 1 EA SURFACE CLOSER SC61 DEL RW/PA SLIM 689 FAL 1 EA KICK PLATE 8400 10" X 1" LDW 630 IVE 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 SET SEALS 5050B BRN NGP 1 EA COAT AND HAT HOOK 582 626 IVE
SIGNAGE BY OTHERS
Heading 06
1 EA KD DRYWALL FRAME K-16-4 3070 VERIFY JAMB DEPTH ASA CLO 600 STE 1 EA WOOD DOOR DMC-60 3070 1-3/4 N 161 GRADE AA UNF MDS
PSWB PREFIT 1 EA VISION LIGHT VLF-EX 8 X 30 WITH 1/4" CLEAR RATED FP ANE
SAFETY GLASS 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA SURFACE CLOSER SC61 RW/PA 689 FAL 1 EA KICK PLATE 8400 10" X 1" LDW 630 IVE 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 SET SEALS 5050B BRN NGP
DOOR HARDWARE GROUPS
Heading 07
1 EA KD DRYWALL FRAME K-16-4 3070 VERIFY JAMB DEPTH ASA CLO 600 STE 0 EA WOOD DOOR DPC-1 3070 1-3/4 F 161 GRADE AA PSWB PREFIT UNF MDS 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA ENTRY / OFFICE LOCK W511P6 QUA 626 FAL 1 EA SURFACE CLOSER SC61 DEL RW/PA SLIM 689 FAL 1 EA KICK PLATE 8400 10" X 1" LDW 630 IVE 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 SET SEALS 5050B BRN NGP
Heading 08
1 EA KD DRYWALL FRAMEK-16-4 3070 VERIFY JAMB DEPTH ASA CLO 600 STE 3 EA HINGE 5PB1 4.5 X 4.5 652 IVE 1 EA STOREROOM LOCK W581P6 QUA 626 FAL 1 EA KICK PLATE 8400 10" X 1" LDW 630 IVE 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 SET SEALS 5050B BRN NGP
Heading 09
1 EA KD DRYWALL FRAMEK-16-4 3070 VERIFY JAMB DEPTH ASA CLO 600 STE 1 EA WOOD DOOR DPC-1 3070 1-3/4 F 161 GRADE AA PSWB PREFIT UNF MDS 3 EA HINGE 5PB1 4.5 X 4.5 652 IVE 1 EA ENTRY LOCK W501P6 QUA 626 FAL 1 EA KICK PLATE 8400 10" X 1" LDW 630 IVE 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 3 EA SILENCER SR64 GRY IVE
Heading 10
1 EA KD DRYWALL FRAMEK-16-4 3070 VERIFY JAMB DEPTH ASA CLO 600 STE 1 EA WOOD DOOR DPC-1 3070 1-3/4 F 161 GRADE AA PSWB PREFIT UNF MDS 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA ENTRY / OFFICE LOCK W511P6 QUA 626 FAL 1 EA SURFACE CLOSER SC61 DEL RW/PA SLIM 689 FAL 1 EA KICK PLATE 8400 10" X 1" LDW 630 IVE 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 1 SET SEALS 5050B BRN NGP
Heading 11
1 EA KD DRYWALL FRAMEK-16-4 3070 VERIFY JAMB DEPTH ASA CLO 600 STE 1 EA WOOD DOOR DPC-1 3070 1-3/4 F 161 GRADE AA PSWB PREFIT UNF MDS 3 EA HINGE 5PB1 4.5 X 4.5 652 IVE 1 EA STOREROOM LOCK W581P6 QUA 626 FAL 1 EA KICK PLATE 8400 10" X 1" LDW 630 IVE 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA WALL STOP WS406/407CCV 630 IVE 3 EA SILENCER SR64 GRY IVE
Heading 12
1 EA HM FRAME F16-4 3070 5-3/4 ASA EMABF-8 CLO G60 SUA 600 STE 1 EA WOOD DOOR DPC-1 3070 1-3/4 F 161 GRADE AA PSWB PREFIT UNF MDS 3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA ENTRY / OFFICE LOCK W511P6 QUA 626 FAL 1 EA SURFACE CLOSER SC81 SS 689 FAL 1 EA KICK PLATE 8400 10" X 1" LDW 630 IVE 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 SET SEALS 5050B BRN NGP 1 EA DOOR SWEEP C627A CL NGP 1 EA THRESHOLD 513 MS/LA AL NGP
INSTALL HEAD SEAL BEFORE CLOSER OR HOLDER.
Heading 13
1 EA SURFACE CLOSER SC61 DEL RW/PA SLIM 689 FAL 1 EA KICK PLATE 8400 10" X 1" LDW 630 IVE 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 SET SEALS 5050B BRN NGP 1 EA NOTE BALANCE OF HARDWARE IS EXISTING EXI
1. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.a. IN LIEU OF THE ABOVE FOR “B” & “S” OCCUPANCIES, PROVIDE A SIGN NEAR THE EXIT DOOR READING THE FOLLOWING:
"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"
2. ALL EGRESS DOORS SHALL HAVE A LEVEL LANDING ON EACH SIDE OF THE DOOR NOT MORE THAN ½” BELOW THE THRESHOLD.
3. REMOVE EXISTING DOOR, HARDWARE AND FRAME. SALVAGE DOOR HARDWARE AND FRAME FOR RE-USE IN NEW DOOR.
4. REMOVE EXISTING DOOR AND REPLACE WITH NEW DOOR. RE-USE EXISTING FRAME AND HARWARE.
5. FOR DOOR SIGNAGE SEE... DETAIL 3/A6.1.
6. ALL LATCHING, OR LOCKING, DOORS IN A PATH OF TRAVEL ARE TO BE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. (11B-404.2.7)
7. HAND-ACTIVATED DOOR HARDWARE IS TO BE CENTERED BETWEEN 34”-44” ABOVE FINISHED FLOOR.
8. THE MAXIMUM EFFORT TO OPERATE DOORS WITHIN THE PATH OF TRAVEL SHALL NOT EXCEED 8-1/2LBS FOR EXTERIOR DOORS AND 5LBSFOR INTERIOR DOORS, WITH SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO THE HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. WHEN FIRE DOORS ARE UTILIZED, THE MAXIMUM EFFORT SHALL NOT EXCEED 15LBS. (11B-404.2.2).
9. THE LOWER PORTION OF ALL DOORS IN THE PATH OF TRAVEL SHALL BE SMOOTH , TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. NARROW FRAME DOORS MAY USE A 10” HIGH SMOOTH PANEL ON THE PUSH SIDE OF THE DOOR.
DOOR HARDWARE NOTES
"E" EXISTING DOOR"D" NEW DOOR TYPE"D1-20" NEW DOOR TYPE, 20MIN FIRE RATING"AL" ALUMINUM"CLR" CLEAR"FF" FACTORY FINISH"MTL" METAL
DOOR SCHEDULE LEGEND"PT" PAINT"STN" STAIN ARCHITECT, TO SELECT COLOR"WD" WOOD