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COMPACTED SOIL
CONCRETE
CONCRETE BLOCK / MASONRY
GYPSUM BOARD
BATT INSUL.
WOOD, FINISH
WOOD, FRAMING CONT.
WOOD, BLOCKING
CEMENT PLASTER
PLYWOOD
SHEET NUMBERDETAIL NUMBERA101
1.
135.01 DOOR NUMBER
WINDOW/ DOOR FRAME TYPEA
ROOM NAMEROOM NUMBER
A1011
.
A
B
C
D
INTERIOR ELEV. REF. VIEW NUMBER AND SHEET NUMBER -UNFOLD CLOCKWISE
1
A101
SIM WALL OR BUILDING SECTION ID SHEET NUMBER
0 GRID LINE - CENTERLINE OF STRUCTURE
NameElevation
REFERENCE MARK
ALIGN
WORK POINT
WP
A ACCESSORY DESIGNATION
AGENCY OR OWNER REVISION
1 SHEET NOTE
KEYNOTE09900.01
1
Description
Comment
W1WALL TYPE TAG - REFER TO WALL FLOOR PLAN AND WALL SCHEDULE.
CEILING JOINT SPAN DIRECTION
? FINISH MATERIAL TAG
Room name
101
0 GRID LINE - BACK OF CONCRETE PANEL
EQ.101
comment
EQUIPMENT NUMBER, REFER TO EQUIPMENT SCHEDULE
13 34 00 – FABRICATED PRE-ENGINEERED PRECAST CONCRETE STRUCTURES
SECTION 1 – GENERALA. SUMMARY:
1. Contractor shall furnish a precast concrete transportable restroom. Building to be delivered and placed on owner-prepared crushed stone foundation in accordance with manufacturer’s recommendations. Precast building to be EASI-SET® brand Restroom Model Carson Flush Toilet w/Chase Gabled Style Roof (herein stated as Carson) as manufactured by a licensed producer of Easi-Set Buildings. Manufacturer to provide building with all necessary openings as specified by contractor in conformance with manufacturer’s structural requirements.
B. REFERENCES:1. ACI-318-11: Building Code Requirements for Structural Concrete and Commentary 2. ASCE/SEI 7-10: Minimum Design Loads for Buildings and Other Structures3. IBC 2012: International Building Code4. PCI Design Handbook, 7th Edition5. Concrete Reinforcing Institute, Manual of Standard Practice6. UL-752 (Test Method level 5) for bullet resistance certified by a military approved laboratory.7. 2010 ADA Standards for Accessible Design8. International Plumbing Code (IPC) and National Electrical Code (NEC)
C. SYSTEM DESCRIPTION:1. Building Dimensions:
a. Exterior: 18’-6” x 11’-4” x 9’-8 1/2” (tallest point)b. Interior: 18’-0” x 7’-6” x height (varies)
2. Design Loads:a. Seismic Design Category ‘C’, Risk Design Category IIb. Roof Live Load (Snow) – 30 PSFc. Floor Live Load – 100 PSFd. Wind Loading* – 115 MPH (*Design loads relate to precast components only, not accessories (i.e. doors, windows, vents, etc.)
3. Roof: Gabled style roof. Roof panels shall overhang on all sides to prevent water intrusion. The pitch of the roof shall be 3/12. The roof standard finish is a simulated cedar shake. Other finishes are available.
4. Roof panels, floor, and wall panels must each be produced as single component monolithic panels. No floor or vertical wall joints will be allowed, except at perimeter interfaces, corners and partitions. Wall panels shall be set on top of floor panel.
5. Wall-to-Floor interior surface joints along the perimeter of each restroom and partitions (if precast) must contain the locked-in, easy clean-out radius coving. The 3/8” (recessed) x 2” cove must be continuous around the interior of the restroom and along the sides of any precast partitions. Apply 5,000 PSI (minimum) non-shrink, non-metallic grout to the cove, finishing the grout to form a flush 1” minimum radius.
D. SUBMITTALS:1. Engineering calculations designed and sealed by a professional engineer, licensed to practice in the state where the project is located, shall be submitted for approval.2. Manufacturers’ product literature shall be provided for all plumbing, electrical and miscellaneous installed fixtures demonstrating compliance with these specifications
E. QUALITY ASSURANCE:1. The precast concrete building producer shall be a plant-certified member of either the National Precast Concrete Association (NPCA), The Precast/Prestressed Concrete Institute (PCI), or equal.2. The precast concrete building producer shall demonstrate product knowledge and must have a minimum of 5 years experience manufacturing and setting precast concrete.3. The manufacturer must be a licensed producer of Easi-Set Buildings.4. No alternate building designs to the pre-engineered EASI-SET® building will be allowed unless pre-approved by the owner 10 days prior to the bid date.
SECTION 2 – PRODUCTSA. MATERIALS
1. Concrete: Steel-reinforced, 5000 PSI minimum 28-day compressive strength, air-entrained (ASTM C260).2. Reinforcing Steel: ASTM A615, grade 60 unless otherwise specified OR Welded wire fabric: ASTM 185, Grade 65 3. Post-tensioning Strand: 41K Polystrand CP50, ½” 270 KSI Seven-Wire strand, enclosed within a greased plastic sheath (ASTM A416). Each Roof and floor shall be post-tensioned by a
proprietary, second generation design using a single, continuous tendon. Said tendon is placed in the concrete slab to form a perimeter loop starting from one corner of the slab to a point where the cable entered the slab. The tendon then turns 90 degrees and follows the cable member(s) in the periphery to a point midway along the “X” axis of the concrete building panel and then turns 90 degrees along the “Y” axis of the concrete building panel. This bisects the concrete building panel and crosses the opposite parallel portion of the cable member and exits from an adjacent side of the concrete building panel. This creates a cable pattern with no less than 2.5 parallel cables in any direction. To ensure a watertight design, no alternate methods shall be substituted for the post-tensioning.
4. Sealant: All joints between panels shall be caulked along the exterior and interior surface of the joints. Exterior sealant shall be DOW CORNING 790 silicone sealant or equal. Interior sealant shall be SIKAFLEX-1A elastic sealant (paintable) or equal. Exterior caulk reveals to be 3/8”x 3/4” deep so that sides of the joint are parallel for proper caulk adhesion. Back of the joint to be taped with bond breaking tape to ensure adhesion of caulk to parallel sides of joint and not the back.
5. Panel Connections: All panels shall be securely fastened together utilizing cast-in stainless steel embeds and welding. All welding shall be done in conformance with AWS, Structural Welding Code latest revision. Steel is to be of structural quality, hot-rolled carbon complying with ASTM A304. No floating-in of connection plates shall be allowed.
6. Stain and Paint:a. Interior concrete surfaces (toilet rooms)
1. Interior floors will be a two component, water based polyamide epoxy floor coating (gray, unless otherwise specified). Approved manufacturers: Sherwin Williams (Floor-Plex 7100), Armorpoxy or equal.
2. Interior walls and ceilings will be a pre-catalyzed water based epoxy. Approved manufacturers: Sherwin Williams or equal.b. Exterior concrete surfaces
1. Exterior slab top surface (if selected) will be a two component, polyamide epoxy floor coating (gray, unless otherwise specified). Approved manufacturers: Sherwin Williams, Armorpoxy or equal.
2. Exterior walls and roof will be a water-based acrylic, water-repellent penetrating stain. Approved manufacturers: United Coatings (Canyon Tone Stain), Sherwin Williams (H&C Concrete stain) or equal
3. Clear Acrylic anti-graffiti sealer (if selected)B. ACCESSORIES AND FIXTURES
1. Doors and Frames: Shall comply with Steel Door Institute “Recommended Specifications for Standard Steel Doors and Frames” (SDI-100) and as herein specified. All door and frame galvanizing shall be in accordance with ASTM A924 and A653, minimum coating thickness shall be A60. a. The buildings shall be equipped with 3’-0” x 6’-8” x 1-3/4” (restroom entry doors) & 2’-8” x 6’-8” x 1-3/4” (chase door) thick insulated, 18 gauge, metal doors with 16-gauge frames (to meet
wall thickness). Doors shall have a flush top cap. Doors and frames shall be factory bonderized and painted with one coat of rust-inhibitive primer and one finish-coat of enamel paint; color to be BOLT BROWN unless otherwise specified.
b. Doors and frames shall meet SDI standard Level 2, 1¾” heavy duty. Approved manufacturers: Republic, Steelcraft, Ceco, Black Mountain, Pioneer, Curries, Mesker, MPI, Door components or equal . Approved distributor: Integrated Entry Systems
2. Door Hardware:a. Cylindrical Lock with Timer: Commercial grade, shall meet requirements of ANSI A156.2, series 4000, UL listed and ADA approved. Zinc dichromate chassis with cast solid zinc levers to
resist corrosion. Furnish locks with 6-pin solid brass keyway (as back-up to timer). Exterior locks and unlocks by timer (coordinate with Owner on lock and unlock time), interior push button lock, released when lever is turned. Manufacturer shall provide a limited lifetime warranty on this product. Approved manufacturers: Design Hardware, or equal
b. Hinges: Self-Closing (spring) Hinges. Shall comply with ANSI A156.17 Grade 1 self closing hinges (3 per door). Hinges shall be Stainless Steel Grade 304 (ANSI K81071F) US32D brushed satin finish. Manufacturer shall provide a lifetime limited warranty. Approved manufacturers: Design Hardware, or equal
c. Door Sweep: Nylon brush door sweep, ANSI/BHMA certified. Sweeps shall have an integral drip edge to repel water from base of door. Sweeps shall be approved for UL 10C positive pressure and suitable for use with fire doors up to three hours. Approved manufacturers: National Guard Products or equal
d. Drip Cap: Aluminum drip cap with minimum projection of 2 ½” shall be furnished. Approved Manufacturers: Design Hardware, National Guard Products, or equale. Door Stop: ANSI 156.16 approved wall mounted door stop with keeper constructed of a corrosion resistant cast brass material. Finish US26D (626) brushed chrome finish. Approved
manufacturers: Don-Jo, Rockwood, or equal3. Wall Vent: Wall vents will be extruded aluminum, minimum thickness of .125”, 6063-T5 alloy. Vents to be supplied with aluminum mesh insect screen and 204-R1 clear anodized finish. Approved
manufactures: Sunvent Industries or equal.4. Signs: Signs to have braille, characters, and pictograms to meet ADA requirements.5. Windows: Frames shall be constructed from stainless steel. Window glazing will be ¼” translucent Lexan.6. Grab Bars: Stainless steel tubing, 18 gauge, type 304 stainless steel, mounted 1-1/2 inches from wall. Approved manufacturers: Bobrick or equal.7. Toilet Paper Dispenser: Dispenser will be constructed of 3/16” to 1/4” thick 304 stainless steel. Dispenser will be capable of holding three (3) standard rolls of toilet paper. Approved
manufacturers: Aslin Industries, Bobrick or equal.8. Plumbing: All fixtures will meet ASME A112.19.3
a. Waste and vent piping: ABS or PVC plasticb. Water piping: Copper tubing Type L, hard drawn. A gate or ball valve will be provided at the inlet end of the water line. Size water lines to provide proper flushing action based on a
nominal water pressure of 40 psi.c. A main shut-off valve and drain will be provided with plumbingd. Toilet and urinal (if provided): ADA compliant, type 304 stainless steel, wall hung, with siphon or blowout jet action. Provide back spud for concealed flush valve connection, unless
otherwise specified.e. Flush valve: Concealed toilet flush valve with integral vacuum breaker and a non-hold-open pushbutton or handle. Constructed of bronze or brass with water saver flow of 1.6 gallons per
flush.f. Lavatory: ADA compliant, type 304 stainless steel with backsplash. g. Lavatory valve will be pneumatically operated pushbutton valve. Valve to be non-hold open type with a vandal resistant pushbutton requiring less than 5 lbs. pressure to activate. h. Hose bib to be provided in chase area.i. Floor drain: (Optional)-Floor drains to be provided in each room of the restroom building if selected.j. Hammer arrester to be installed on water linek. Trap primer distribution unit to be installed
9. Electrical: All components UL shall be listeda. A 100-amp breaker panel will be providedb. All electrical wiring will be encased in conduit. All wire to be copper.c. Light Fixtures:
1. Chase(service area): 4-foot (48”) fluorescent fixture, switch controlled2. Toilet rooms: 4-foot (48”) fluorescent fixture, motion detector activated3. Exterior: 35-watt minimum high pressure sodium light, polycarbonate vandal resistant.
d. Hand dryer: Surface-mounted ADA compliant, universal type motor, with adjustable sensor operation. e. One GFCI outlet located next to the lavatory f. Two restroom area exhaust fans with 270 CFM speed controllable, occupancy/motion sensor controlled.
C. FINISHES1. Interior of Building: Smooth form finish on all interior panel surfaces unless exterior finish is produced using a form liner, then smooth hand-troweled finish.2. Exterior of Building (standard): Barn board finish on all exterior wall surfaces with a simulated cedar shake roof finish.3. Exterior of Building (Option #1): Architectural precast concrete brick finish: Finish must be imprinted in top face of panel while in form using an open grid impression tool similar to EASI-BRICK®.
Finished brick size shall be 2 3/8” x 7 5/8” with vertical steel float or light broom finish. Joints between each brick must be 3/8” wide x 3/8” deep. Back of joint shall be concave to simulate a hand-tooled joint.
4. Exterior of Building (Option #2): Additional finishes for walls and roof are available and will vary by local producer.
SECTION 3 - EXECUTIONA. SITE PREPARATION (MANUFACTURER'S RECOMMENDATION)
1. Work under this section relates to placement of the restroom building by the Easi-Set licensed producer on the customer-prepared foundation and site.2. Water, electrical, and waste site connections to be located corresponding to the drawings. Connections must allow for easy installation and hookup to building.
a. EASI-SET® Restroom building shall bear fully on a crushed stone base that is at least two feet larger than the length and width of building.b. Stone shall be a minimum of 4” thick and down to firm subgrade. The vertical soil capacity under stone shall be compacted to have minimum bearing of 1,500 pounds per square foot.
Stone shall be 3/8” or smaller and must be screeded level within ¼” in both directions. Stone shall be placed within a perimeter form having a flat and level top edge for screeding. Forming material shall remain around stone until after the building is set.
c. The crushed stone base shall be kept within the confines of the soil or perimeter form. Do not allow the base to become unconfined so that it may wash, erode, or otherwise be undermined.
d. Provide positive drainage around the building.B. SITE ACCESS
1. Contractor must provide a level, unobstructed area large enough for a crane and a tractor-trailer to park adjacent to the pad. Crane must be able to place outriggers within 5’-0” of edge of pad; truck and crane must be able to get side-by-side under their own power. No overhead lines may be within 75’ radius of center of pad. Firm roadbed with turns that allow 65’ lowbed tractor-trailer must be provided directly to site. No building shall be placed closer than 2’-0” to an existing structure unless specifically permitted.
END OF SECTION
No. C18650Ren.2/28/21
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www.williamspluspaddon.com
N.T.S.
DRAWING INDEXPROJECT TEAM
AGENCIES / UTILITIES
AGENCY APPROVALS
SEPARATE APPROVALS /SEPARATE PERMITS
OFF-SITE IMPROVEMENTREVIEW & PERMIT
SYMBOLS
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As indicated
TOWN OF LOOMIS
Sunrise Loomis
Comfort Station
194200.00
KAN
01.31.2020
G-0
00
CO
VE
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HE
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5855 ARCADIA AVE
LOOMIS, CA 95650
COVER SHEET
G-000
Sunrise Loomis ComfortStation
04 ARCHITECTURAL SITE
AS-111 SITE PLAN - NEW & DEMOLITION
05 ARCHITECTURE
A-111 RESTROOM BUILDING PLANS
06 ELECTRICAL
E0.00 GENERAL NOTES, SHEET INDEX, LEGEND ANDRISER DIAGRAM
E1.00 ELECTRICAL SITE PLAN
07 PLUMBING
P0.00 GENERAL NOTES, SHEET INDEX, LEGEND
P1.10 1ST FLOOR PLUMBING PLAN
01 GENERAL
G-000 COVER SHEET
G-001 GENERAL NOTES
G-002 TYPICAL MOUNTING & SIGNAGE DETAILS
02 CIVIL
C0.1 CIVIL COVER SHEET
C1.1 GRADING AND UTILITY PLAN
03 STRUCTURAL
S0.00 GENERAL STRUCTURAL NOTES
S1.00 FOUNDATION PLAN
OWNERTOWN OF LOOMIS3665 TAYLOR ROADLOOMIS, CA 95650
CONTACT: BRITTON SNIPESPH: 916.824.1518
ARCHITECTWILLIAMS + PADDON ARCHITECTS2237 DOUGLAS BLVD., SUITE 160ROSEVILLE, CA 95661
CONTACT: KIMBERLY NAVARRO, AIAPH: 916.786.8178
CIVIL ENGINEERWARREN CONSULTING ENGINEERS1117 WINDFIELD WAY, SUITE 110EL DORADO HILLS, CA 95762
CONTACT: MARTY GEEPH: 916.685.1870
STRUCTURAL/PLUMBING/ELECTRICAL ENGINEERENGINEERING SYSTEM SOLUTIONS1677 EUREKA ROAD, SUITE 102ROSEVILLE, CA 95661
CONTACT: HUGH STAIGERPH: 208.552.9874
BUILDING DEPARTMENTTOWN OF LOOMIS3665 TAYLOR ROADLOOMIS, CA 95650
PH: 916.824.1513
PLANNING DEPARTMENTTOWN OF LOOMIS3665 TAYLOR ROADLOOMIS, CA 95650
PH: 916.824.1514
FIRE DEPARTMENTSOUTH PLACER FIRE DISTRICT6900 EUREKA ROADGRANITE BAY, CA 95746
PH: 916.791.7059
ELECTRIC / GAS COMPANYPG&EP.O. BOX 997300SACRAMENTO, CA 95899
1. FOUNDATION PERMIT ""2. BUILDING PERMIT ""3. FIRE PERMIT ""4. FIRE SPRINKLER SYSTEMS ""5. FIRE ALARM SYSTEMS ""
1. CONTRACTOR SHALL PROVIDE AND SUBMIT ENGINEERING CALCULATIONS, SHOP DRAWINGS AND OTHER EXHIBITS AND PAY PLAN CHECK FEES REQUIRED FOR DEFERRED SUBMITTAL WORK AND TO OBTAIN PERMITS PRIOR TO COMMENCING INSTALLATION OF THE WORK ON SITE
A. NOT APPLICABLE
1. ALL SITE WITHIN AREA DESIGNATED AS "OFF-SITE" ON THE SITE PLANS IS SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY. WORK WITHIN THIS AREA SHALL NOT COMMENCE UNTIL A BUILDING PERMIT HAS BEEN ISSUED BY THE COUNTY FOR THE PROPOSED IMPROVEMENTS IN THE OFF-SITE AREA. THE OFF-SITE IMPROVEMENTS PACKAGE SHALL CONSIST OF THE DRAWINGS IDENTIFIED WITH AN ASTERISK (*) ON THE SHEET INDEX.
PROJECT DESCRIPTION: NEW PRE-FABRICATED PRECAST RESTOOM BUILDING
PARCEL: APN #: 044-240-054-00
APPLICABLE CODES AND STANDARDS
CALIFORNIA CODE OF REGULATIONS, TITLE 242019 CALIFORNIA ADMINISTRATIVE CODE (CAC) CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 12019 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 22019 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 32019 CALIFORNIA MECHANICAL CODE (CMC) CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 42019 CALIFORNIA PLUMBING CODE (CPC) CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 52019 CALIFORNIA ENERGY CODE (CEC) CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 62019 CALIFORNIA FIRE CODE (CFC) CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 92019 CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 112019 CALIFORNIA REFERENCED STANDARDS CODE (CRSC) CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 12
AMERICANS WITH DISABILITIES ACT (ADA) 2010 STANDARDSALONG WITH ANY OTHER APPLICABLE CALIFORNIA STATE LAWS AND REGULATIONS, AND ANY OTHER APPLICABLE OR MORE RESTRICTIVE PROVISIONS AND ADOPTED ORDINANACES THAT APPLY TO THE CONSTRUCTION OF BUILDINGS.
NOTE: REFERENCED CODE SECTIONS AND TABLES IN THIS ANALYSIS ARE FROM THE 2013 CBC, UNLESS OTHERWISE NOTED
CLASSIFY BUILDING FOR OCCUPANCY AND CONSTRUCTION TYPEOCCUPANCY CLASSIFICATION CONSTRUCTION TYPE AREA (SF)
NEW BUILDING U PER SECTION 312.1 TYPE V-B PER SECTION 602.5 148 SF
MAXIMUM ALLOWABLE AREA (FOR CONSTRUCTION TYPE V-B, GROUP U OCCUPANCY, NON-SPRINKLERED): 5,500SFMAXIMUM ALLOWABLE HEIGHT (FOR CONSTRUCTION TYPE V-B, GROUP U OCCUPANCY, NON-SPRINKLERED): 40'-0"
ACTUAL AREA: 148 SF < 5,500 = OKACTUAL HEIGHT: 9'-8 1/2" < 40'-0" = OK
PROJECT LOCATION
SUNRISE PARK5855 ARCADIA AVE.LOOMIS, CA 95650
1. ALL WORK SHALL COMPLY WITH THE FOLLOWING BUILDING SECURITY STANDARDS:A. GENERAL NOTES
1. SECURITY AND LOCKING DEVICES SHALL NOTE CREATE HAZARDS TO LIFE BY OBSTRUCTING:A. EXITWAYS OR MEANS OF EGRESSB. EXIT DOORS EQUIPPED WITH PANIC HARDWARE.
2. ASSEMBLIES AND SECURITY HARDWARE INSTALLED SHALL BE LABELED AND CERTIFIED AS MEETING UL (UNDERWRITERS LABORATORY) STANDARDS, OR OTHER APPROVED PERFORMANCE TESTING CRITERIA AS APPROVED BY AGENCY HAVING JURISDICTION.
3. REQUIRED AREA LIGHTING AND ADDRESS IDENTIFICATION SHALL BE INSTALLED BEFORE FINAL INSPECTION IS CALLED FOR.4. ILLUMINATION PER CODE REQUIREMENTS SHALL BE PROVIDED ADJACENT TO ALL EXTERIOR DOORS DURING ALL HOURS OF
DARKNESS TO PROVIDE MINIMUM REQUIRED FOOT CANDLE LEVEL AT PAVING.5. WINDOW PROVISIONS:
A. GLAZING IN EXTERIOR DOORS OR WITHIN A 23 INCH ARC OF EITHER VERTICAL EDGE OF DOOR IN THE CLOSED POSITION SHALL BE TEMPERED SAFETY GLAZING.
B. GLAZING AND GLAZED ASSEMBLIES FOR ACCESSIBLE OPENING SHALL BE CERTIFIED AS MEETING TEST PROVISIONS OF UL (UNDERWRITERS LABORATORY).
C. ALL GLAZING INSTALLED IN A HAZARDOUS LOCATION SHALL BE TEMPERED SAFETY GLASS.D. GLAZING AND INSTALLATION SHALL BE IN COMPLIANCE WITH THE CALIFORNIA BUILDING CODE INCLUDING CHAPTER 24.E. GLAZING SHALL BE TEMPERED SAFETY GLAZING WHERE INDICATED.
BUILDING SECURITY STANDARDS
1. ALL WORK SHALL COMPLY WITH THE 2019 CALIFORNIA CODE OF REGULATIONS, TITLE-24, CALIFORNIA BUILDING STANDARDS COMMISSION (CBSC) - PARTS 1 THRU PART 12.A. PART 1 - CALIFORNIA ADMINISTRATIVE CODEB. PART 2 - VOLUME 1 OF 2 - CALIFORNIA BUILDING CODE (CBC)C. PART 2 - VOLUME 2 OF 2 - CALIFORNIA BUILDING CODE (CBC)D. PART 3 - CALIFORNIA ELECTRICAL CODE (CEC)E. PART 4 - CALIFORNIA MECHANICAL CODE (CMC)F. PART 5 - CALIFORNIA PLUMBING CODE (CPC)G. PART 6 - CALIFORNIA ENERGY CODEH. PART 7 - CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODEI. PART 8 - CALIFORNIA HISTORICAL BUILDING CODEJ. PART 9 - CALIFORNIA FIRE CODEK. PART 10 - CALIFORNIA CODE FOR BUILDING CONSERVATIONL. PART 11 - CALIFORNIA GREEN BUILDING STANDARDS CODEM. PART 12 - CALIFORNIA REFERENCED STANDARDS CODE (CALGreen)
2. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE CALIFORNIA CODE OF REGULATIONS (CCR). OFFICE OF ADMINISTRATION LAW.A. TITLE 19 C.C.R., PUBLIC SAFETYB. TITLE 24 C.C.R., BUILDING STANDARDS CODE
3. ALL WORK SHALL COMPLY WITH THE CURRENT FOLLOWING AUTHORITIES AND THEIR STANDARDS:A. BUILDING & SAFETY DIVISION.B. PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT.C. PUBLIC WORKS DEPARTMENTD. CHICO FIRE DEPARTMENTE. AMERICANS WITH DISABILITIES ACT - ADA.
COMPLIANCE WITH CODES AND AUTHORITIES
1. THE CONTRACTOR SHALL EXAMINE EXISTING CONDITIONS, THE DRAWINGS AND SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOUND PRIOR TO PROCEEDING WITH THE WORK IN UNCERTAINTY.
2. THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN UNCERTAINTY.
3. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT PRIOR TO ANY EXCAVATING.4. THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT AND/OR LOCATIONS OF EXISTING UTILITIES ABOVE OR BELOW
GRADE WITH THE RESPECTIVE UTILITY COMPANIES.5. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN STREET RIGHT-OF-WAYS ACCORDING TO APPROVED STANDARD PLANS AND
SPECIFICATIONS OF THE AGENCY HAVING JURISDICTION.6. THE CONTRACTOR PROVIDE TEMPORARY BRACES, SHORES, AND GUYS REQUIRED TO SUPPORT ALL LOADS TO WHICH THE BUILDING
STRUCTURES AND COMPONENTS, ADJACENT STRUCTURES, UTILITIES AND RIGHT-OF-WAYS MAY BE SUBJECT DURING CONSTRUCTIONS.
7. FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN THE STRUCTURAL SLAB ELEVATIONS, DEPRESSED AREAS AND ALL OTHER ARCHITECTURAL , STRUCTURAL, MECHANICAL, ELECTRICAL, AND/OR CIVIL REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK.
8. THE CONTRACTOR SHALL INSPECT AND APPROVE ALL EXISTING WORK AS COMPLETE AND READY TO PROCEED WITH WORK UNDER THIS CONTRACT AND IN COMPLIANCE WITH DRAWINGS, SPECIFICATIONS AND DIVISION 1 REQUIREMENTS PRIOR TO COMMENCING.
CONTRACTOR RESPONSIBILITIES
1. SIMILAR - MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTES. VERIFY DIMENSIONS AND/OR ORIENTATIONS ON PLANS AND/OR ELEVATIONS.
2. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF ARCHITECT IN WRITING.3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY CONFLICTS HEREIN, EITHER UNAPPARENT
OR OBLIVIOUS, PRIOR TO START OF WORK ON THAT ITEM OR BEAR THE RESPONSIBILITY OF CORRECTING SUCH WORK AS DIRECTED BY THE ARCHITECT AND AT NO ADDITIONAL COST AND NO TIME EXTENSION OF THE PROJECT.
4. UNDERCUT ALL DOORS TO CLEAR TOP OF FLOOR FINISH AND/OR THRESHOLD .25 INCHES MAXIMUM. COORDINATE WITH AUTOMATIC DOOR BOTTOMS.
5. PREPARE DOORS FOR HARDWARE SPECIFIED. TEST AND ADJUST DOORS FOR SMOOTH, QUIET OPERATION BEFORE FINAL OBSERVATIONS TO CONFIRM MAXIMUM PRESSURE TO OPEN DOOR IS NOT EXCEEDED.
6. USE WATER RESISTANT / GLASS FIBER FACED GYPSUM WALLBOARD ON ALL WALL FACES WHICH ARE EXPOSED TO WATER OR MOISTURE AS WELL AS THOSE USED FOR JANITOR AND TOILET WALLS, COORDINATE AND COMPLY WITH SPECIFICATIONS, SECTION 09250.
7. ALL EXTERIOR WALLS SHALL BE INSULATED AND IN COMPLIANCE WITH SPECIFICATIONS AND PLAN DOCUMENTS AND SHALL NOT FALL BELOW MINIMUM TITLE 24 REQUIREMENTS WHERE NOT INDICATED, COORDINATE WITH WALL SCHEDULE.
8. PROVIDE ADEQUATE BLOCKING AND ANCHORAGE FOR CEILING AND WALL MOUNTED EQUIPMENT - I.E. FIRE EXTINGUISHER CABINETS, HANDRAILS AND GUARDRAILS, ETC.
9. ALL CEILING CONSTRUCTIONS SHALL COMPLY WITH CBC CHAPTER 25 (MAXIMUM 12" JOIST SPACING AT CEILINGS) AND AS INDICATED IN DRAWINGS.
10. ALL CEILING CONSTRUCTION SHALL COMPLY WITH CBC CHAPTER 25 (MAXIMUM 12" JOIST SPACING AT CEILINGS) AND AS INDICATED IN DRAWINGS.
TYPICAL NOTES
1. MECHANICAL AND PLUMBING SHALL COMPLY WITH THE CURRENT ADOPTED EDITION ON THE CALIFORNIA MECHANICAL AND PLUMBING CODES AT TIME OF PERMIT ISSUANCE.
2. TOILET ROOMS SHALL BE QUIPPED WITH A VENTILATION SYSTEM, REFER TO MECHANICAL DRAWINGS.3. ACCESS PANELS SHALL BE PROVIDED WHERE REQUIRED FOR ACCESS TO ALL DUCTWORK, FIRE DAMPERS, ETC.; REFER ALSO TO
SPECIFICATIONS. COORDINATE LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION.4. LOCATION OF ALL MECHANICAL ROOF OPENINGS SHALL BE DETERMINED AND VERIFIED BY THE MECHANICAL AND GENERAL
CONTRACTOR.5. ELECTROLYSIS PROTECTION SHALL BE PROVIDED BETWEEN ALL DISSIMILAR METALS WHEREVER THE TWO ARE IN CONTACT.
MECHANICAL AND PLUMBING
COMPLIANCE WITH PLAN DOCUMENTS1. DIMENSIONS:
A. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS.B. ALL DIMENSIONS TO OPENINGS ARE TO THE ROUGH OPENING UNLESS NOTED OTHERWISE.C. ALL DIMENSIONS TO STUD PARTITIONS ARE TO THE FACE OF FRAMING UNLESS NOTED OTHERWISE.D. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR TO FINISH FACE OF CEILING.E. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH THE WORK.F. ACCESSIBILITY DIMENSIONS SHALL BE MEASURED TO FACE OF WALL FINISH. CLEAR OPENING AND AS INDICATED ON ENLARGED
PLAN, MOUNTING HEIGHTS SHEET, TOILET ROOM ELEVATIONS AND STANDARD DETAIL DRAWING SHEETS.G. DIMENSIONING PROTOCOLS / HIERARCHY:
1. "ENLARGED PLAN" INCLUDES ALL DIMENSIONING ASSOCIATED WITH THE GRAPHICS SHOWN.2. OVERALL PLANS SHOW DIMENSIONS NOT INDICATED ON THE "PARTIAL DIMENSIONING PLANS."
2. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OR CONSTRUCTIONS ON THE PROJECT AND IF NOT CLEAR A REQUEST FOR INFORMATION (RFI) SHALL BE ISSUED TO THE ARCHITECT FOR CLARIFICATION.
3. CONCRETE CONSTRUCTION SHALL COMPLY WITH THE CALIFORNIA BUILDING CODE INCLUDING BUT NOT LIMITED TO CHAPTERS 16, 17, 18 AND 19 AND SPECIFICATIONS.
4. STEEL CONSTRUCTION SHALL COMPLY WITH THE CALIFORNIA BUILDING CODE INCLUDING BUT NOT LIMITED TO CHAPTERS 16, 17 AND 22 AND SPECIFICATIONS.
5. ALL INTERIOR FINISH MATERIALS SHALL HAVE A FLAME SPREAD CLASSIFICATION RATING PER CALIFORNIA BUILDING CODE INCLUDING BUT NOT LIMITED TO CHAPTER 8.
6. ROOF COVERING AND ROOFING MATERIALS SHALL BE FIRE RETARDANT AND SHALL COMPLY WITH THE UNDERWRITERS LABORATORIES, INC. AND CLASSIFIED AS CLASS B U.L. FIRE HAZARD, MINIMUM UNLESS NOTED OTHERWISE ON DRAWINGS OR IN SPECIFICATIONS AND SHALL COMPLY WITH THE CALIFORNIA BUILDING CODE INCLUDING CHAPTER 15.
7. ALL REQUIRED EXITS SHALL BE OPERABLE FROM THE INSIDE AT ANY TIME BY TURNING OF THE LEVER OR DEPRESSING BAR OF PANIC EXIT DEVICE, WITHOUT THE USE OF A KEY OR ANY SPECIAL EFFORT OR KNOWLEDGE.
8. ILLUMINATED EXIT SIGNS SHALL BE INSTALLED WHERE INDICATED AND OTHER REQUIRED EXIT DOORWAYS IN ACCORDANCE WITH CALIFORNIA BUILDING CODE WHERE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN TWO OR MORE EXITS ARE REQUIRED AND AT ROOMS SERVING AN OCCUPANT LOAD OF MORE THAN 49.
9. DOOR OPENING SIZES INDICATED ON DOOR SCHEDULE ARE OPENING DIMENSIONS. ALLOWANCES FOR THRESHOLDS, FLOOR FINISHES, ETC. SHALL BE TAKEN OFF DOOR.
10. THE PRECISE DIMENSIONS AND LOCATIONS OF ALL DOORS, LOUVERS AND WINDOW OPENINGS SHALL BE DETERMINED BY ARCHITECTURAL PLANS AND DETAILS. OTHER WALL AND FLOOR OPENINGS AS REQUIRED BY MECHANICAL OR ELECTRICAL SHALL BE VERIFIED FROM SHOP DRAWINGS, EQUIPMENT DATA, ETC. AS REQUIRED, AND IF NOT CLEAR AN RFI SHALL BE ISSUED TO THE ARCHITECT FOR CLARIFICATION.
11. DOOR OPENINGS NOT LOCATED BY DIMENSIONS SHALL BE LOCATED 6 INCHES FROM FINISH WALL TO FINISH JAMB UNLESS OTHERWISE NOTED. IF DOOR CLEARANCE REQUIREMENTS AT PULL SIDE AND PUSH SIDE OF STRIKE ARE NOT ACHIEVABLE, THEN CONTRACTOR SHALL ISSUE A FIR FOR CLARIFICATION PRIOR TO PROCEEDING.
12. THERE SHALL BE A LEVEL FLOOR OR LEVEL LANDING ON EACH SIDE OF THE DOOR REGARDLESS OF THE OCCUPANT LOAD.13. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR DIMENSIONS LOCATING LIGHT FIXTURES, DIFFUSERS AND WALL MOUNTED
FIXTURES. REFER TO ELECTRICAL DRAWINGS FOR ALL LIGHTING FIXTURE TYPES, WIRING, ETC.14. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS. WALL FIXTURES OR ITEMS THAT PROTRUDE BEYOND 4
INCHES OF WALL SURFACE SHALL BE LOCATED WITH BOTTOM OF FIXTURE/ITEMS 80 INCHES CLEAR OF FINISH FLOOR.15. CEILING SUSPENSION SYSTEM SHALL PROVIDE FOR CEILING SYSTEM ONLY. ADDITIONAL INDEPENDENT FRAMING FOR LIGHTING
FIXTURES, EXIT SIGNS, GRILLES AND AIR CONDITIONING DIFFUSERS SHALL BE REQUIRED.16. PROVIDE ADEQUATE ANCHORAGE, BLOCKING, BACKING AND FRAMING FOR FIRE SPRINKLERS, PIPING, LIGHTING FIXTURES,
ELECTRICAL UNITS, HVAC EQUIPMENT AND CEILING TRACKS AS REQUIRED FOR A COMPLETE INSTALLATION.17. GYPSUM BOARD ON METAL STUDS SHALL BE 5/8" THICK, TYPE 'X' UNLESS NOTED OTHERWISE AND IN COMPLIANCE WITH PLAN
DOCUMENTS "WALL TYPES" REQUIREMENTS AND SPECIFICATIONS.
No. C18650Ren.2/28/21
FOET
AT
S AINROFILAC
RCH ITECTL I
CENSED A
GREGORY M. TONE
LLO
2237
Dou
glas B
lvd., S
te. 1
60Ro
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le, C
A 95
661
916.7
86.81
78
1715
R St
reet
., Ste
. 200
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men
to, C
A 95
811
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rchite
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M O
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JOB NO.
DRAWN
DATE
SCALE
FILENAME
REVISIONS
www.williamspluspaddon.com
1/3
0/2
020 4
:54:1
8 P
MC
:\U
sers
\kim
d\D
ocum
ents
\19
420
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A20
_S
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S_C
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3" = 1'-0"
TOWN OF LOOMIS
Sunrise Loomis
Comfort Station
194200.00
KAN
01.31.2020
G-0
01
GE
NE
RA
L N
OT
ES
5855 ARCADIA AVE
LOOMIS, CA 95650
GENERAL NOTES
G-001
SECTION
6'-8"
AFF
27"
AFF
FROM WALL4" MAX PROTRUSION
TYPICAL MOUNTING HEIGHTSACCESSIBILITY
1/4=1'-0"
WALL MOUNTED FIXTURES & ACCESSORIES
BNOTES:
1. PROVIDE INSULATION/PROTECTIVE WRAP FOR HOT WATER AND DRAIN PIPES PER UPC SECTION 1504.2.2. MANUFACTURER - PLUMBEREX; PRODUCT - HANDY SHIELD
2. TOE CLEARANCE DEPTH: 6" FROM DIMENSIONS CAN INCREASE PROVIDED THE 30"X48" WHEEL CHAIR SPACE ONLY OVERLAPS TOE CLEARANCE BY 6" MAX.
3. TOE CLEARANCE HEIGHT: IF A MINIMUM OF 9" HEIGHT OF TOE CLEARANCE IS PROVIDED, A MAXIMUM OF 6" OF THE 48" OF CLEAR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO THE TOE SPACE.
TYPICAL ACCESSORY MOUNTING HEIGHTS 1/4"=1'-0"
NOTE:1. ALIGN TOP OF SANITARY NAPKIN DISPOSAL AND TOILET SEAT COVER WITH TOP OF
TOILET PAPER DISPENSER, TYPICAL.2. PROVIDE 6" MINIMUM BETWEEN ACCESSORIES, TYPICAL.3. AT STANDARD STALLS, USE TOILET TISSUE COMBINATION UNIT "A4".
TOILET PAPER DISPENSER, TYPICAL
FOLDING UTILITY SHELF
SIDE GRAB BAR
FRONT ELEVATION
SIDE ELEVATION
GAP1 1/2".
MIN
. CLR
1 1/
2".
MIN
12".
MIN
24".
MIN.
3'-0".
18" MAX17" MIN
17" T
O 1
9" H
.C.T
.O. S
EA
T14
" TO
15"
TY
P. T
.O. S
EA
T
MAX12".
24" MIN
MIN. TO F.O. FINISH
54".
7" MIN9" MAX
MIN
.
19".
MA
X.
40".
MIN. CLR.
60" .
TO T
.O. G
RIP
PIN
G S
UR
FAC
E33
" MIN
. TO
36"
MA
X.
SANITARY NAPKIN DISPOSAL(WOMEN'S R.R. ONLY)
A6
TOILET SEAT COVER DISPENSER, TYPICAL A2
A1
A5
TOILET ASSEMBLY (Option 2)
TOILET TISSUE DISPENSER (ACCESSIBLE STALL ONLY): BOBRICK B-3888
A
A1
GRAB BARS (@ ACCESSIBLE STALL ONLY):REAR STALL WALL: BOBRICK B-6806 X 42SIDE STALL WALL: BOBRICK B-6806 X 48
A3
FOLDING UTILITY SHELF (@ ACCESSIBLE STALL ONLY):WALL OR PARTITION MOUNT: BOBRICK B-287
A4
TOILET SEAT COVER DISPENSER (ACCESSIBLE STALL ONLY): BOBRICK B-221A2
REAR WALL GRAB BAR
FLUSH CONTROL ON WIDESIDE OF TOILET STALL
WATER CLOSET
TOILET PARTITION / WALL OR LAVATORY
A5
A3 MIN.
42". 12".
MA
X.
39".
LAVATORYWALL MOUNTED
PROTECTIVE SHIELDS ATDRAIN, SUPPLY PIPES &VALVES
MIRROR
FRONT ELEVATION
SIDE ELEVATION
SOAP DISPENSERCOORDINATEWITH PLANS
30" x 48" MIN.CLEAR AREA
PLAN
MAX19".
MIN
18".
MIN
. CLR
.
18".
4"
E1
D
MIN9". C
LR.
27" M
IN.
29" M
IN
34" M
AX
MIN
17".
KNEE CLR.8" MIN
B
MAX.4".
TOE CLR.17" MIN.-19" MAX.
KNEE CLR.11" MIN.-25" MAX.
B.O. FAUCET25" MAX.
TOE CLR.6" MAX.
40" M
AX
.36
".
EQ EQ
24".
ELECTRIC HAND DRYERC
XLERATOR HAND DRYEREXCEL DRYER, INC.MODEL XL-SB
PROVIDE MOUNTING KIT FOR ACCESSIBILITY COMPLIANT INSTALLATION SUCH THAT ELECTRIC HAND DRYER PROTRUDES FROM FACE OF WALL LESS THAN 4".
40" M
AX
.
TO H
IGH
EST
OPE
RAB
LE P
ART
HAND DRYER
MOUNTING KIT
4" MAX. PROTRUSION FROM WALL
40" M
AX
SOAP DISPENSER WALL MTDD
BOBRICK B-8226
TO H
IGH
EST
OPE
RAB
LE P
ART
MIRRORE
WALL MOUNTED MIRROR (INDIVIDUALLY FRAMED): BOBRICK B-165 2436
NOTE: MOUNT MIRROR TO WALL USING CONCEALED HANGARS/FASTENERS, TYPICAL
TO V
IEW
ING
SU
RFA
CE
COUNTER OR WALL MOUNTEDLAVATORY, REFER TO PLANS
A. PROVIDE BLOCKING INSIDE WALLS FOR ATTACHING SHELVES, TOILET ACCESSORIES AND OTHER ITEMS REQUIRING SUPPORT.
B. WHEEL CHAIR CLEAR FLOOR SPACE IS 30" WIDE X 48" LONG, TYPICAL.C. DIMENSIONS ARE SHOWN AS A RANGE, SUCH AS (39"-41") SHALL BE CONSIDERED THE MINIMUM TO
MAXIMUM RANGE.D. SINGLE DIMENSIONS NOT INDICATED WITH A "MAX" AND "MIN" ARE "ABSOLUTE". "ABSOLUTE" DIMENSIONS
ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES.E. FINAL DETERMINATION OF ALLOWABLE TOLERANCES SHALL BE MADE BY THE ARCHITECT. THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES.F. CONTROLS SHALL BE AUTOMATIC OR SHALL NOT REQUIRE MORE THAN 5 LBS OF FORCE TO OPERATE.G. THE REQUIREMENTS SHOWN HEREIN SHALL NOT SUPERCEDED THE MOST RESTRICTIVE REQUIREMENTS
OF ADA & THE THE BUILDING CODE.
GENERAL NOTES:
E1
TACTILE SIGN; REFER TO SPECIFIC SIGN DETAIL FOR ADDITIONAL INFORMATION
WALL SIGN OR SYMBOL; REFER TO SPECIFIC SIGN DETAIL FOR ADDITIONAL INFORMATION
MINIMUM DISTANCE TO FACE OF INTERIOR WALL @ PUSH SIDE OF DOOR
ALIGNMENT OF DOOR AND TACTILE WALL MOUNTED SIGNAGE
9" 9"
18" CLR.
EQ EQ
TYPICAL SIGN ALIGNMENT 1/4"=1'-0"
@ DOORS
5' -
0"
ALIGNMENT OF TACTILE AND NON-TACTILE SIGNS
TACTILE SIGNS; REFER TO SPECIFIC SIGN DETAIL FOR ADDITIONAL INFORMATION. ALIGN B.O. TACTILE SIGNS BASED OFF MOST RESTRICTIVE BRAILLE CONDITION
9" VARIES 9"
18" MIN. CLR.
VARIES
MINIMUM DISTANCE TO FACE OF INTERIOR WALL @ PUSH SIDE OF DOOR
DOOR, WHERE OCCURS
3"
MIN
.3"
.
MIN
.
4' -
8"
ALIGN LEFT (DOOR) SIDE OF NON-TACTILE SIGN (SET) WITH LEFT (DOOR) SIDE OF TACTILE SIGN (SET), TYPICAL
@ MEN'S AND BOY'S RESTROOM (RDM,
RDB)@ WOMEN'S AND GIRL'S RESTROOM (RDW,
RDG)@ SINGLE USER RESTROOM (RDU,
RDF)
RESTROOM - DOOR MOUNTED SYMBOL NOTES:
1. EQUILATERAL TRIANGLE AT DOOR INTO MEN'S TOILET FACILITIES SHALL COMPLY WITH 2016 CBC 11B-703.7.2.6.1.2. CIRCLE AT DOOR INTO WOMEN'S TOILET FACILITIES SHALL COMPLY WITH 2016 CBC 11B-703.7.2.6.2.3. CIRCLE INSIDE EQUILATERAL TRIANGLE AT DOOR INTO SINGLE USER TOILET FACILITIES SHALL COMPLY WITH 2016
CBC 11B-703.7.2.6.3.4. TRIANGLE INSCRIBED WITHIN 12" CIRCLE AT DOOR INTO FAMILY TOILET FACILITIES SHALL COMPLY WITH 2016 CBC
11B-703.7.2.6.3; FAMILY PICTOGRAM SHALL BE SUPERIMPOSED ON TRIANGLE AS SHOWN HEREIN.5. SYMBOL SHALL BE MOUNTED TO DOOR AT 58" MIN. TO 60" MAX. A.F.F. TO CENTERLINE OF SYMBOL IN COMPLIANCE
WITH 2016 CBC 11B-703.7.2.6.6. DOOR SYMBOLS SHALL BE 1/4" THICK.7. DOOR SYMBOLS SHALL CONTRAST WITH ITS BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK
BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND IN COMPLIANCE WITH 2016 CBC 11B-703.5.
RESTROOM @ DOORSYMBOL (RDM, RDW)
1-1/2"=1'-0"
wp1.1
1' -
0"
1' - 0"
1' - 0"
ø 1' - 0"
1' - 0"
INCLUDE PICTOGRAM OF FAMIILY @ FAMILY RESTROOMS
@ MEN'S OR BOY'S RESTROOM (RRM, RRB)
@ WOMEN'S OR GIRL'S RESTROOM (RRW, RRG)
MEN
WOMEN
@ SINGLE USER RESTROOM (RRU)
RESTROOM
INTERNATIONAL SYMBOL OFACCESSIBILITY PICTOGRAM
TACTILE DESCRIPTION, "MEN", OR "BOYS"; REFER TO SIGNAGE PLAN
INTERNATIONAL SYMBOL OFACCESSIBILITY PICTOGRAM
TACTILE DESCRIPTION, "WOMEN", OR "GIRLS"; REFER TO SIGNAGE PLAN
INTERNATIONAL SYMBOL OFACCESSIBILITY PICTOGRAM
TACTILE DESCRIPTION, "UNISEX"; REFER TO SIGNAGE PLAN
RESTROOM - WALL MOUNTED SIGNAGE NOTES:
1. RAISED CHARACTER AND BRAILLE PERMANENT ROOM SIGNS SHALL COMPLY WITH 2016 CBC SECTIONS 11B-703.1, 11B-703.2, 11B-703.3, AND 11B-703.5.
2. SIGN SHALL BE MOUNTED ABOVE FINISH FLOOR IN COMPLIANCE WITH 2016 CBC SECTION 11B-703.4.3. PICTOGRAM SHALL COMPLY WITH 2016 CBC SECTION 11B-703.6.4. INTERNATIONAL SYMBOL OF ACCESSIBILITY PICTOGRAM SHALL COMPLY WITH 2016 CBC SECTION
11B-703.7.5. CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH AND SHALL
CONTRAST WITH THEIR BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND IN COMPLIANCE WITH 2016 CBC SECTION 11B-703.5.
6. FOR TYPICAL TACTILE SIGN MOUNTING HEIGHT AND NOTES, REFER TO:7. FOR TYPICAL ALIGNMENT WITH OTHER SIGNS, REFER TO:
RESTROOM @ WALLTACTILE SIGN (RRM, RRW)
1-1/2"=1'-0"
wp1.1
6" MIN.
6" M
IN.
6" MIN.
6" M
IN.
10"
10"
6" M
IN.
@ RESTROOM (RRF)
FAMILY
RESTROOM
INTERNATIONAL SYMBOL OFACCESSIBILITY PICTOGRAM
TACTILE DESCRIPTION, "FAMILY RESTROOM"; REFER TO SIGNAGE PLAN
10"
1' -
0"
6" M
IN.
9"9"
4G-002
2G-002
ROOM NAME
PERMANENT ROOM SIGNAGE NOTES:
1. RAISED CHARACTER AND BRAILLE PERMANENT ROOM SIGNS SHALL COMPLY WITH 2016 CBC 11B-703.1, 2016 CBC 11B-703.2, 2016 CBC 11B-703.3 AND 2016 CBC 11B-703.5.
2. SIGN SHALL BE MOUNTED ABOVE FINISH FLOOR IN COMPLIANCE WITH 2016 CBC 11B-703.4.3. CHARACTERS, SYMBOLS, AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH AND SHALL CONTRAST WITH
THEIR BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND IN COMPLIANCE WITH 2016 CBC 11B-703.5.
4. FOR TYPICAL TACTILE SIGN MOUNTING HEIGHT AND NOTES, REFER TO:5. FOR TYPICAL ALIGNMENT WITH OTHER SIGNS, REFER TO:
9" +/-
MIN
.
4"
TACTILE & PERMANENT RM.TACTILE SIGN (PR, FRW, MEW, RAW, EM, SPR)
1-1/2" = 1'-0"
wp1.1
4G-002
2G-002
RAISED CHARACTERS, (1" HIGH, U.O.N.)
CONTRACTED GRADE 2 CALIFORNIA BRAILLE, TYPICAL; CENTER BRAILLE 3/8" MIN. AND 1/2" MAX. BELOW RAISED CHARACTERS, TYPICAL
TACTILE SIGN MOUNTING HEIGHT NOTES:
1. SIGN SHALL BE MOUNTED ABOVE FINISH FLOOR IN COMPLIANCE WITH 2016 CBC 11B-703.4.
TACTILE SIGNTYPICAL MOUNTING HEIGHT AND NOTES
1-1/2" = 1'-0"
wp1.1
ROOM / SIGN
NAME
49" M
IN.
59" M
AX
.
1/2"
MIN
.1/
2" M
AX
.3/
8" M
IN.
SIG
N D
ETA
IL
RE
FER
TO
IND
IVID
UA
L
SIGN DETAIL
REFER TO INDIVIDUAL
No. C18650Ren.2/28/21
FOET
AT
S AINROFILAC
RCH ITECTL I
CENSED A
GREGORY M. TONE
LLO
2237
Dou
glas B
lvd., S
te. 1
60Ro
sevil
le, C
A 95
661
916.7
86.81
78
1715
R St
reet
., Ste
. 200
Sacra
men
to, C
A 95
811
wp-a
rchite
cts.co
m
WH
AT
SO
EV
ER
WIT
HO
UT
FIR
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OB
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CO
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AN
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M O
R M
AN
NE
R
JOB NO.
DRAWN
DATE
SCALE
FILENAME
REVISIONS
www.williamspluspaddon.com
1/3
0/2
020 4
:54:1
9 P
MC
:\U
sers
\kim
d\D
ocum
ents
\19
420
0_
A20
_S
LC
S_C
EN
TR
AL
_K
imd
.rvt
As indicated
TOWN OF LOOMIS
Sunrise Loomis
Comfort Station
194200.00
Author
01.31.2020
G-0
02
TY
PIC
AL M
OU
NT
ING
& S
IGN
AG
E D
ET
AIL
S
5855 ARCADIA AVE
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TYPICAL MOUNTING &SIGNAGE DETAILS
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UTILITY VERIFICATION NOTE
CONCRETE SAWCUT NOTE
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SPMUD SEWER NOTES FOR WORK OVER EXISTING SPMUD FACILITIES:
””
.
AR
CA
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N86°11'10"E
324.2
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1 inch = 10 feet
20'10'5'10'
NO
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( IN FEET )
GRAPHIC SCALE
0
THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED.
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UTILITY NOTES
GR
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GRADING NOTES
NOTE: NOT ALL SYMBOLS MAY BE USED
STRUCTURAL LEGEND
NON- STRUCTURAL STUD WALL
BEARING STUD WALL ABOVE
ROOF MOUNTED EQUIPMENT
SPOT ELEVATION
SECTION CUT LINE
ELEVATION CALLOUT
ELEVATION
T.O. STEELELEV: 120' - 0"
95' - 0"
T.O. FLR
RMEXX#
1S1.1
1S1.1
SPREAD FOOTING
CONTINUOUS FOOTING
CAST-IN-PLACE DRILLED SHAFT
GRADE BEAM
WF 1.5
F2.0
GB1DS1
STEP IN ELEVATION
CONCRETE WALL
CONCRETE COLUMN
CONCRETE BEAM
ONE WAY CONCRETE SLAB
TWO WAY CONCRETE SLAB
CW1
CC1
CB1
MASONRY WALL
MASONRY LINTEL
MASONRY PILASTER
MASONRY JAMB
MW1
MJ1 (8) #5-48"
ML1
MP1
STEEL COLUMN (W, HSS)
STEEL MOMENT CONNECTION PER DETAIL
STEEL DRAG CONNECTION PER TYPICAL DETAIL
STEEL DIAGONAL BRACING
STEEL BAR GRATING
STEEL MOMENT FRAME
CONCRETE OVER METAL DECK
C12 C44
MF1
STUD BEARING WALL
STRAP AT WALL OPENING PER TYPICAL DETAIL
HOLDOWN/ TIE DOWN
WOOD DECKING
WOOD SHEATHING
WOOD POST
LEDGER
STUD SHEAR WALL
TD1
CS16
SW-10 (1'-0")
P66
OVERBUILD FRAMING, SEE TYPICAL DETAIL
HDU4
METAL DECK
-16"
UPWARD CAMBER OF BEAM MEASURED AT MID-SPAN C=
REFERS TO DIAPHRAGM DRAG STRAP PER "TYPICAL DIAPHRAGM DRAG STRAP" DETAIL.
DS-CS16
AXIAL TENSION/COMPRESSION DRAG LOAD (ASD) TO BE APPLIED TO JOIST/TRUSS TOP CHORD.
D=
GIRDER TRUSS. PROVIDE (1) STUD FOR EA GIRDER PLY, MIN (2) STUDS AT ALL GT BEARING LOCATIONS, UNO
GT
VERT MASONRY CONTROL JOINT PER TYP DETAIL. MCJ
1i12 WALL PANEL NUMBER
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REVISIONS:
ISSUE:
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19.1024_L19
SHEET INDEXSHEET NO. SHEET TITLE REVISION
S0.00 GENERAL STRUCTURAL NOTESS1.00 FOUNDATION PLAN
TOTAL NO. OF SHEETS: 2
STANDARD ABBREVIATIONSCENTERLINE
(E) EXISTINGAB ANCHOR BOLT
ADDL ADDITIONALAFF ABOVE FINISHED FLOORALT ALTERNATE
ARCH ARCHITECTURALASD ALLOWABLE STRESS DESIGN
BLDG BUILDINGBLKG BLOCKING
BN BOUNDARY NAILING OR FASTENERSBO BOTTOM OF
BOT BOTTOMCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMN
CONC CONCRETECONT CONTINUOUSDBA DEFORMED BAR ANCHORDBL DOUBLE
DIA OR Ø DIAMETERDIAG DIAGONALDIM DIMENSION
DWG DRAWINGEA EACH
ELEV ELEVATIONEN EDGE NAILINGEQ EQUAL
EQUIP EQUIPMENTEW EACH WAYFDN FOUNDATIONFF FINISH FLOOR
FLR FLOORFN FIELD NAILINGFT FOOT
FTG FOOTINGGA GAUGE
GALV GALVANIZEDGSN GENERAL STRUCTURAL NOTESGT GIRDER TRUSSHI HIGH
HORIZ HORIZONTALHSS HOLLOW STRUCTURAL SHAPEHT HEIGHTK KIP (1,000 LBS)
KLF KIPS PER LINEAR FOOTKSF KIPS PER SQUARE FOOTKSI KIPS PER SQUARE INCHLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLO LOW
LONG LONGITUDINALLRFD LOAD AND RESISTANCE FACTOR DESIGN
LT LIGHTMAX MAXIMUM
MECH MECHANICALMFD MANUFACTUREDMFR MANUFACTURERMIN MINIMUM
MISC MISCELLANEOUSNTS NOT TO SCALEO.C. ON CENTEROPP OPPOSITE HANDPL PLATE
PLF POUNDS PER LINEAR FOOTPREFAB PREFABRICATIONPRELIM PRELIMINARY
PSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESSURE TREATED
REINF REINFORCINGREQ'D REQUIREDRME ROOF MOUNTED EQUIPMENT
SCHED SCHEDULESIM SIMILARSMS SHEET METAL SCREWSPEC SPECIFICATIONSTD STANDARDT&B TOP AND BOTTOMT&G TONGUE AND GROOVET.O. TOP OF
TRANS TRANSVERSETYP TYPICALUNO UNLESS NOTED OTHERWISEVERT VERTICALVIF VERIFY IN FIELDW/ WITH
W/O WITHOUTWT WEIGHT
WWF WELDED WIRE FABRIC
GENERAL REQUIREMENTSDRAWINGS
THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONALCARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILARCIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILARLOCALITIES. THEY NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BEPERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKERS WHO HAVE AWORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTSAND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERYCONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS,IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTEDSTANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLYSHOWN.
MISCELLANEOUS ITEMS
CALCULATION AND DESIGN OF MISCELLANEOUS NON-STRUCTURAL ITEMS, SUCH ASSTAIRS, RAILINGS, NON-STRUCTURAL WALLS AND PREFABRICATED STRUCTURALITEMS, SUCH AS FLOOR AND ROOF TRUSSES, ARE NOT INCLUDED AND ARE TO BEPROVIDED BY OTHERS UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS.
CONSTRUCTION MEANS AND METHODS
THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DESIGNAND PROVIDE ADEQUATE SHORING, BRACING, FORM-WORK, ETC... AS REQUIREDFOR THE PROTECTION OF LIFE AND PROPERTY (INCLUDING UTILITIES) DURINGCONSTRUCTION. CONSTRUCTION MATERIALS SHALL BE PLACED ON THESTRUCTURE SUCH THAT THE DESIGN LOADS ARE NOT EXCEEDED.
DIMENSIONS, INSERTS AND OPENINGS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS,CONDITIONS, AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO STARTOF CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITINGOF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS. ANY SUCHDISCREPANCY, OMISSION, OR VARIATION NOT REPORTED BEFORE START OFCONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHEREDISCREPENCIES OCCUR IN THESE DRAWINGS, NOTES AND DETAILS ON DRAWINGSSHALL TAKE PRECEDENCE OVER GENERAL STUCTURAL NOTES AND TYPICALDETAILS.
CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FORARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WITH APPROPRIATETRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
STANDARDS
WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCHSTANDARDS SHALL BE THE EDITION REFERENCED IN THE GOVERNING BUILDINGCODE.
REQUESTS FOR INFORMATION
THE CONTRACTOR ACKNOWLEDGES ITS RESPONSIBILITY TO BE FAMILIAR WITH THECONTRACT DOCUMENTS. REQUESTS FOR INFORMATION (RFI'S) WILL BERESPONDED TO WITHIN FIVE WORKING DAYS OF RECEIPT. TIME SPENT REVIEWINGRFI'S IN WHICH THE INFORMATION REQUESTED IS CLEARLY INCLUDED IN THEDRAWINGS OR SPECIFICATIONS WILL BE CHARGED TO THE CONTRACTOR ATENGINEERING SYSTEM SOLUTIONS' STANDARD BILLING RATES.
SHOP DRAWINGS AND SUBMITTALS
SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOPDRAWINGS ARE REVIEWED ONLY FOR GENEREAL COMPLIANCE WITH THESTRUCTURAL DRAWINGS. REVIEW DOES NOT INDICATE THAT THE SHOP DRAWINGSARE CORRECT OR COMPLETE. RESPONSIBILITY FOR CORRECTNESS SHALL RESTWITH THE CONTRACTOR. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROMCONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED SHALLNOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS SPECIFICALLYNOTED ACCORDINGLY. THE SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THEORIGINAL CONTRACT DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS ANDSUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN APPROPRIATELYREGISTERED ENGINEER. ENGINEERING SYSTEM SOLUTIONS SHALL NOT BERESPONSIBLE FOR THE ADEQUACY OF ENGINEERING DESIGNS PERFORMED BYOTHERS. ENGINEER REQUIRES 10 WORKING DAYS TO REVIEW SUBMITALLS, SHOPDRAWINGS, AND ASSOCIATED CALCULATIONS FROM DATE OF RECEIPT.CONTRACTOR SHALL PROVIDE A COPY OF EACH SUBMITTAL FOR ENGINEERINGSYSTEM SOLUTIONS RECORDS.
SHOP DRAWINGS SHALL REFERENCE DATE AND DELTA (IF ANY) OF CONTRACTDRAWINGS.
BASIS FOR DESIGN
GOVERNING BUILDING CODE 2019 CBC
GRAVITY
ROOF DEAD 65 PSFROOF LIVE 20 PSFFLOOR DEAD 75 PSFFLOOR LIVE 100 PSF*LIVE LOADS REDUCED AS PERMITTED BY BUILDING CODE
RISK CATEGORY
RISK CATEGORY II
SEISMIC
ANALYSIS PROCEDURE EQUIVALENTLATERAL-FORCE
PROCEDURESEISMIC FORCE RESISTING SYSTEM PRECAST
CONCRETESHEARWALLS
R 4.0I 1.0Ss 0.436S1 0.218SDS (SHORT PERIOD) 0.2422SD1 (1-SECOND PERIOD) 0.315SITE CLASS DSEISMIC DESIGN CATEGORY DCs 0.105DESIGN BASE SHEAR (Vs) 5.0 KIP
WIND
BASIC WIND SPEED (V) 95 MPHALLOWABLE STRESS DESIGN WIND SPEED (Vasd = V * √(0.6)) 74 MPHEXPOSURE CGCpi ±0.18
SOILS
SOIL BEARING PRESSURE (D+L+Lr) 1500 PSFLATERAL EARTH PRESSURE - BASEMENT WALL 100 PCFCOEFFICIENT OF FRICTION 0.35
FOUNDATIONALLOWABLE BEARING PRESSURE
ACCORDING TO THE REFERENCED BUILDING CODE
GEOTECHNICAL REPORT
ENGINEERING SYSTEM SOLUTIONS RECOMMENDS THAT A GEOTECHNICAL REPORTBE COMPLETED PRIOR TO CONSTRUCTION. IN THE EVENT THAT A GEOTECHNICALREPORT IS NOT PROVIDED, ENGINEERING SYSTEM SOLUTIONS ASSUMES NOLIABILITY FOR THE ENGINEERING EXPERTISE NORMALLY PROVIDED BY AREPUTABLE GEOTECHNICAL ENGINEER.
ENGINEERING SYSTEM SOLUTIONS ASSUMES NO LIABILITY FOR GROUNDWATER OROTHER MEANS OF FLOODING.
FOUNDATION PREPARATION
AS A MINIMUM THE EXISTING SUBBASE SHALL BE FREE OF COBBLES LARGER THAN12" IN DIAMETER AND SILT OR CLAY DEPOSITS.
EXISTING SUBBASE SHALL BE SCARIFIED FOR 12" DEPTH AND COMPACTED (95% DRYDENSITY), AND 8" OF WELL-GRADED 3" MINUS GRANULAR MATERIAL BE PLACED ONEXISTING COMPACTED SUBBASE AND COMPACTED (95% DRY DENSITY).
FOOTING EMBEDMENT
ALL FOOTINGS SHALL EXTEND BELOW GRADE THE MINIMUM EMBEDMENT DEPTH ASNOTED ON THE FOUNDATION PLAN.
GRADE IS DEFINED AS FOLLOWS
INTERIOR FOOTINGS: TOP OF SLAB.
PERIMETER FOOTINGS: PAD GRADE OR NATURAL GRADE BEFORE LANDSCAPING.
EXTERIOR FOOTINGS: TOP OF PERMANENT EXTERIOR PAVING OR CONCRETE ATLEAST 5 FEET WIDE STARTING AT THE BUILDING PERIMETER.
SLAB ON GRADE
SUPPORT ON 6" LAYER OF 3" MINUS MATERIAL COMPACTED TO 95% DRY DENSITY.
FOLLOW ACI 302.1 RECOMMENDATIONS FOR PLACING CONCRETE, CURING, ANDQUALITY CONTROL.
BACKFILL
BACKFILL SHALL NOT BE PLACED AGAINST EXTERIOR WALLS UNTIL THE INTERIORFLOOR SYSTEM CAN ADEQUATELY BRACE THE WALL.
BACKFILL AND RECOMPACT ALL TRENCHES. (MIN 90% DRY DENSITY)
DRAINAGE
PROVIDE ADEQUATE DRAINAGE AWAY FROM THE STRUCTURE.
# DESCRIPTION DATE
E
I
N
ARSES IOF
NOL
OI FC ALOF
VIC LIR
D
SIE
RG
E
RE
T
T
S
AET
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EXP: 06/30/19
C89947N
RE
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A
MIC
HA
EL H. PA
RR
ISH
06/30/1906/30/21
01/30/2020
18' - 6"
11' -
0"
3' -
0"8'
- 0"
7' - 6" 3' - 6" 7' - 6"
2
S1.00_________________
2
S1.00_________________
2
S1.00_________________
3
S1.00_________________
NOTE:
THIS FOUNDATION DESIGN IS BASED OF THE EASI-SET RESTROOM BUILDING 11' -0" x 18' - 2" x 8' - 10". NO ALTERNATES ARE ACCEPTABLE UNLESS APPROVED BY THE ENGINEER OF RECORD
KEYNOTES:
1. PRECAST BUILDING BY OTHERS2. 4" THICK MIN CRUSHED STONE 3. COMPACTED SUBGRADE PER FOUNDATION PLAN
NOTE4. 2'-0" MIN EXTENDED CRUSHED STONE PER PLAN
NOTE5. LOWEST ADJACENT FINAL COMPACTED
SUBGRADE
1
1
2
5
34
KEYNOTES:
1. PRECAST BUILDING BY OTHERS 2. 4" THICK MIN CRUSHED STONE 3. COMPACTED SUBGRADE PER FOUNDATION PLAN
NOTE4. 2'-0" MIN EXTENDED CRUSHED STONE PER PLAN
NOTE5. LOWEST ADJACENT FINAL COMPACTED
SUBGRADE
1
1
2
5
4 3
FOUNDATION PLAN NOTES
SITE PREPARATION REQUIREMENTS (MANUFACTURER'S RECOMMENDATION):
A. EASI-SET BUILDING SHALL BEAR FULLY ON A CRUSHED STONE BASE THAT IS AT LEAST TWO FEETLARGER THAN THE LENGTH AND WIDTH OF BUILDING.
B. STONE SHALL BE A MINIMUM OF 4" THICK OR DOWN TO FIRM SUBGRADE. THE VERTICAL SOILCAPACITY UNDER STONE SHALL BE COMPACTED TO HAVE MINIMUM BEARING OF 1,500 POUNDS PERSQUARE FOOT. STONE SHALL BE 3/8" OR SMALLER AND MUST BE SCREEDED LEVEL WITHIN 1/4" INBOTH DIRECTIONS. STONE SHALL BE PLACED WITHIN A PERIMETER FORM WITH FLAT AND LEVEL TOPEDGE FOR SCREEDING. FORMING MATERIAL SHALL REMAIN AROUND STONE UNTIL AFTER THEBUILDING IS SET.
C. THE CRUSHED STONE BASE SHALL BE KEPT WITHIN THE CONFINES OF THE SOIL OR PERIMETERFORM. DO NOT ALLOW THE BASE TO BECOME UNCONFINED SO THAT IT MAY WASH, ERODE, OROTHERWISE BE UNDERMINED. OR IF BUILDING IS PLACED ON PAVEMENT OR A CONCRETE SLAB,SUBSTRATE BELOW PAVEMENT OR SLAB MUST HAVE A VERTICAL SOIL CAPACITY OF 1,500 POUNDSPER SQUARE FOOT. PLACE STONE OR SAND TO 1" ABOVE HIGHEST POINT OF AREA WHERE BUILDINGWILL BE PLACED AND AT LEAST 1'-0" WIDE ALL AROUND THE BUILDING FOOTPRINT. RETAIN STONE ORSAND WITH A PERIMETER FORM TO PREVENT THE MATERIAL FROM WASHING OUT.
D. PROVIDE POSITIVE DRAINAGE FOR THE FILL, PAD, OR SLAB AS REQUIRED.
SCALE: 3/8" = 1'-0"
FOUNDATION PLAN
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16
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19.1024_L19
S1.00
WALL PANEL AT CONCRETE FOUNDATION2
WC101
S1.00
WALL PANEL AT CONCRETE FOUNDATION3
WC101
# DESCRIPTION DATE
E
I
N
ARSES IOF
NOL
OI FC ALOF
VIC LIR
D
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RG
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EXP: 06/30/19
C89947N
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06/30/1906/30/21
01/30/2020
wM
wM
ARCADIA AVENUE
E
B
C
B
D
A
ARCADIA AVENUE
TYP.1
PUBLIC RIGHT-OF-WAY
NEW RESTROOM BUILDING
TYP.2
3
TYP.4
TYP.
6
5
AS-111
6AS-111
4
AS-111
TYP.
TYP.
5
5
A. CONCRETE FLATWORK MIX SHALL BE 3,000 PSI MINIMUM; REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION; MOST STRINGENT CONCRETE MIX REQUIREMENTS SHALL APPLY.
B. CONCRETE FLATWORK SHALL HAVE #4 REBAR @ 24" O.C. EACH WAY, TYPICAL U.O.N.C. REFER TO SITE PLAN AND SPECIFICATIONS FOR CONCRETE FLATWORK COLOR AND/OR FINISH.D. REFER TO CIVIL DOCUMENTS FOR PAVING SECTIONS, GRADES, ELEVATIONS, ENGINEERING, CURB TYPES, ETC. E. REFER ALSO TO SPECIFICATIONS AND GEOTECHNICAL REPORT; MOST STRINGENT REQUIREMENTS SHALL
APPLY.F. EXPANSION JOINTS (EJ) SHALL BE PROVIDED:
1. WHERE INDICATED ON SITE PLANS, TYPICAL2. AT PAVING TRANSITIONS3. BETWEEN FLATWORK AND BUILDING WALL/ SLAB4. IN CONJUNCTION WITH CONTROL JOINTS5. AT 20'-0" O.C. MAXIMUM, TYPICAL
G. CONTROL JOINTS (CJ) SHALL BE PROVIDED: 1. WHERE INDICATED ON SITE PLANS, TYPICAL2. IN CONJUNCTION WITH EXPANSION JOINTS 3. AT 10'-0" O.C. MAXIMUM, TYPICAL.
H. WHEN PROVIDED, REFER TO DIMENSIONED FLATWORK PLANS FOR SPECIFIC CONCRETE FLATWORK EXPANSION AND CONTROL JOINT LOCATIONS.
I. CONCRETE CURBS SHALL BE PROVIDED:1. WITH A SMOOTH FINISH TYPICAL U.O.N.2. WITH A FINISH TO MATCH ADJACENT EXISTING CURBS, WHERE OCCURS3. WITH A RADIUS EDGE4. WITH EXPANSION JOINTS WHICH ALIGN WITH ADJACENT FLATWORK, TYPICAL WHERE OCCURS5. WITH EXPANSION JOINTS AT 20'-0" O.C. MAXIMUM, TYPICAL U.O.N.
GENERAL NOTESCONCRETE FLATWORK AND CURBS
1" = 1'-0"
wpv1.1
COMPACTED SOIL, TYP.
THICKENED EDGE
CONCRETE FLATWORK PAVING; REFER TO:
LANDSCAPE PLANTER, TYP.
CONCRETE FLATWORKEDGE @ LANDSCAPE
1" = 1'-0"
wpv1.1
AGGREGATE BASE, TYP.
EXPANSION OR CONTROL JOINT (EJ / CJ); REFER TO SITE PLANS FOR LOCATIONS
REINFORCING, TYP.
GENERAL NOTE:1. REFER ALSO TO SPECIFICATIONS, CIVIL DOCUMENTS, AND GEOTECHNICAL REPORT; MOST STRINGENT REQUIREMENTS SHALL APPLY.
2" M
IN. T
O 4
" MA
X.
3AS-111
6AS-111
FIXED END DOWELS AT 1'-6" O.C.MAX AND AT 12" FROM ADJACENTEXPANSION JOINT AND EDGE OFCONCRETE FLATWORK
NON-FIXED END DOWELS WRAPPED WITH FELT
EXPANSION JOINT FILLER: ASPHALTIMPREGNATED FIBER BOARD
BACKER ROD
SEALANT
1/4" RADIUS
CONCRETE FLATWORK OR VEHICULAR CONCRETE PAVING; REFER TO:
COMPACTED SOIL, TYP.
GENERAL NOTES: 1. DOWELS @ CONCRETE CURB TO CONC. WALK, SIM.
12" MIN. 12" MIN.
3/8" TYP.
3/16
" MA
X.
EXPANSION JOINT@ CONCRETE FLATWORK
1" = 1'-0"
wpv1.1
AGGREGATE BASE; REFER TO CIVIL DOCUMENTS
3AS-111
CONCRETE FLATWORK OR VEHICULAR CONCRETE PAVING; REFER TO:
TOOLED JOINT, TYP.
CONTROL JOINT (CJ)@ CONCRETE FLATWORK
1" = 1'-0"
wpv1.1
AGGREGATE BASE; REFER TO CIVIL DOCUMENTS
COMPACTED FILL, TYP.
1/4"
0.25
X 'D
'
'D'
3AS-111
No. C18650Ren.2/28/21
FOET
AT
S AINROFILAC
RCH ITECTL I
CENSED A
GREGORY M. TONE
LLO
2237
Dou
glas B
lvd., S
te. 1
60Ro
sevil
le, C
A 95
661
916.7
86.81
78
1715
R St
reet
., Ste
. 200
Sacra
men
to, C
A 95
811
wp-a
rchite
cts.co
m
WH
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WIT
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M O
R M
AN
NE
R
JOB NO.
DRAWN
DATE
SCALE
FILENAME
REVISIONS
www.williamspluspaddon.com
1/3
0/2
020 4
:54:1
7 P
MC
:\U
sers
\kim
d\D
ocum
ents
\19
420
0_
A20
_S
LC
S_C
EN
TR
AL
_K
imd
.rvt
As indicated
TOWN OF LOOMIS
Sunrise Loomis
Comfort Station
194200.00
KAN
01.31.2020
AS
-111S
ITE
PLA
N -
NE
W &
DE
MO
LIT
ION
5855 ARCADIA AVE
LOOMIS, CA 95650
SITE PLAN - NEW &DEMOLITION
AS-111
1" = 10'-0"1SITE PLAN - DEMOLITION
1" = 10'-0"2SITE PLAN - NEW
DEMOLITION NOTES
A EXISTING WALKWAY TO REMAIN
B EXISTING CHAIN LINK FENCING, POSTS AND FOOTINGS TO BEREMOVED. PATCH AND REPAIR CONCRETE FLATWORK TOMATCH EXISTING
C EXISTING PORTABLE RESTROOM CLOSET TO BE REMOVED,PATCH AND REPAIR CONCRETE FLATWORK AS NEEDED.
D EXISTING TREE TO REMAIN, AVOID DAMAGE OF ROOTS ANDDISTURBANCE IN THE DRIP LINE AREA.
E EXISTING CONCRETE FLATWORK TO BE REMOVED.
SHEET NOTES AS-111
1 EXISTING CONCRETE SIDEWALK TO REMAIN
2 EXISTING PATH OF TRAVEL TO AND FROM THE EXISTING SITE
3 NEW CONCRETE FLATWORK TO MATCH EXISTING
4 NEW CONCRETE CONTROL JOINTS, TYPICAL OF 2. SPACEEQUALLY ALONG NEW CONCRETE OR ALIGN WITH EXISTINGCONCRETE CONTROL JOINTS.
5 EXISTING TREE TO REMAIN. AVOID DISTURBING THE GROUND/TREE WITH IN THE BOUNDARY OF THE DRIP LINE.
6 EXISTING PROPERTY LINE
3456
A-111
6
A-111
3
A-111
4
A-111
5
1
1
2
2
B B
A A
RESTROOM
103
CHASE
102
RESTROOM
101
18' - 6"
3' - 9" 7' - 3"
11' -
4"
7' -
9"
2' - 11" 6' - 4" 2' - 11"
A
BB
A
A A
103.1 102.1 101.1
D D C
RDWRRWPRRRMRDM
TYP.2
TYP.3
TYP.4
E1
C
E1TYP.5
TYP.7
TYP.6
TYP.1
8' -
0"
A-111
6
A-111
3
A-111
4
A-111
5
1
1
2
2
B B
A A
SLOPE: 3:12SLOPE: 3:12
RID
GE
19' - 10"
8" T
YP
.
12' -
8"
TYP.8
TYP.9
PRECAST CEDAR SHAKE FINISH PER MANUFACTURER. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER STANDARD COLORS
x-PLAN10"
ROOF9' - 8 1/2"
1 2
WALL HEIGHT7' - 2 3/4"
TYP.10
TYP.11
x-PLAN10"
ROOF9' - 8 1/2"
B A
WALL HEIGHT7' - 2 3/4"
x-PLAN10"
ROOF9' - 8 1/2"
12
WALL HEIGHT7' - 2 3/4"
PRECAST BOARD AND BATTEN EXTERIOR FINISH PER MANUFACTURER. COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER STANDARD COLORS
x-PLAN10"
ROOF9' - 8 1/2"
BA
WALL HEIGHT7' - 2 3/4"
DOOR NOTES
A. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.B. ALL DOORS AND HARDWARE SHALL BE INSTALLED IN STRICT
COMPLIANCE WITH CALIFORNIA TITLE 24 ACCESSIBLE CODE OF REGULATIONS (ACCESS CODE) AND THE FEDERAL AMERICANS WITH DISABILITIES ACT GUIDELINES (2016 ADA STANDARDS).
C. EXIT DOORS SHALL BE ABLE TO BE OPENED FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.
D. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR AND INTERIOR DOORS, EXCEPT FIRE DOORS WHICH MAY HAVE A MAXIMUM EFFORT OF 15 LBS. OF FORCE APPLIED AT RIGHT ANGLES TO THE DOOR.
E. ALL HARDWARE SHALL BE LEVER TYPE OR PANIC TYPE MOUNTED AT HEIGHT INDICATED IN THE SPECIFICATIONS AND SHALL BE MOUNTED NOT LESS THAN 30" NOR HIGHER THAN 44" ABOVE FINISH FLOOR.
F. DOOR CLOSERS SHALL BE ADJUSTED SUCH THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL TAKE A MINIMUM OF THREE SECONDS TO MOVE 3" FROM THE LATCH MEASURED FROM LEADING EDGE OF THE DOOR. FROM AN OPEN POSITION OF 90 DEGREES THE DOOR WILL TAKE A MINIMUM OF FIVE SECONDS TO MOVE 12" FROM THE LATCH MEASURED FROM LEADING EDGE OF THE DOOR.
G. WHEN ADDITIONAL DOORS ARE PROVIDED FOR EGRESS PURPOSES, THEY SHALL COMPLY WITH ALL PROVISIONS OF CBC 1004.12.
H. PROVIDE MIN. 10" SMOOTH UNINTERRUPTED SURFACE AT BOTTOM OF ALL DOORS PER CBC SECTION 1133B.2.6.
I. OVERALL DOOR DIMENSIONS ARE SHOWN MEASURED TO FRAME OPENING.
WINDOW NOTES
A. FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWINGS AND FABRICATION.
B. ALL OVERALL WINDOW DIMENSIONS SHOWN ARE MEASURED TO ROUGH OPENING, TYPICAL.
C. PROVIDE SAFETY GLAZING IN ACCORDANCE WITH CALIFORNIA BUILDING CODE AND AS HEREIN LISTED.
D. ALLOW FOR AND PROVIDE SHIM SPACE.E. REFER TO WINDOW DETAILS FOR ROUGH OPENING REFERENCE
POINTS.
GLAZING LEGEND
1" LOW-E GLAZING: TYPICAL AT EXTERIOR WINDOWS & DOORS
T2 TEMPERED SAFETY GLAZING:CATEGORY CLASS II PER CPSC 16 SFR 1201 PER CBC TABLE 2406ORCATEGORY CLASS A PER ANSI Z97.1 PER CBC TABLE 2406(2)
DOOR TYPE 1
DOOR WIDTH
DO
OR
HE
IGH
T
GENERAL NOTES
A. FLOORS OF REST ROOMS ARE TO BE FINISHED WITH SMOOTH, HARD, NONABSORBENT MATERIAL (CERAMIC TILE) WHICH EXTENDS 5 INCHES UP SURROUNDING WALLS TO PROVIDE A CONTINUOUS, INTEGRAL BASE.
B. WINDOW TYPES INDICATED WITH C. (FIXTURE CALLOUT ) FOR TOILET ROOM ACCESSORIES, TYPICAL
MOUNTING HEIGHTS, AND STANDARD DETAILS REFER TO SHEET G-002D. DOOR TYPES INDICATED WITH E. BUILDING SIGNAGE INDICATED WITH FOR SIGNAGE DETAILS,
REFER TO SHEET G-002F. REFER TO DOOR SCHEDULE FOR EXTENT OF DOOR SWING.
*
101.1
*
**
HOLLOW METAL DOOR; REFER TO DOOR SCHEDULE
HOLLOW METAL DOOR FRAME BEYOND, TYP.
CONCRETE FLATWORK, TYP.
AGGREGATE BASE, TYP.
CONCRETE SLAB, TYP.
EXPANSION JOINT, REFER TO:
DOOR SWEEP, TYP.; REFER TO DOOR HARDWARE SPECIFICATIONS
OFFSET SADDLE THRESHOLD, TYP.; REFER TO DOOR HARDWARE SPECIFICATIONS
EXTERIOR HOLLOW METAL DOORTHRESHOLD @ CONCRETE
3"=1'-0"
SLOPE: 1.8% MAX.MA
X.
1/4"
MA
X.
1/4"
MA
X.
1/2"
5AS-111
6' -
8"
1' -
6"
4' - 0"
T2
4
No. C18650Ren.2/28/21
FOET
AT
S AINROFILAC
RCH ITECTL I
CENSED A
GREGORY M. TONE
LLO
2237
Dou
glas B
lvd., S
te. 1
60Ro
sevil
le, C
A 95
661
916.7
86.81
78
1715
R St
reet
., Ste
. 200
Sacra
men
to, C
A 95
811
wp-a
rchite
cts.co
m
WH
AT
SO
EV
ER
WIT
HO
UT
FIR
ST
OB
TA
ININ
G T
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EX
PR
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AN
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M O
R M
AN
NE
R
JOB NO.
DRAWN
DATE
SCALE
FILENAME
REVISIONS
www.williamspluspaddon.com
1/3
0/2
020 4
:54:1
6 P
MC
:\U
sers
\kim
d\D
ocum
ents
\19
420
0_
A20
_S
LC
S_C
EN
TR
AL
_K
imd
.rvt
As indicated
TOWN OF LOOMIS
Sunrise Loomis
Comfort Station
194200.00
KAN
01.31.2020
A-1
11
RE
ST
RO
OM
BU
ILD
ING
PLA
NS
5855 ARCADIA AVE
LOOMIS, CA 95650
RESTROOM BUILDINGPLANS
A-111
1/4" = 1'-0"1FLOOR PLAN
1/4" = 1'-0"2ROOF PLAN
1/4" = 1'-0"3SOUTH ELEVATION
1/4" = 1'-0"4WEST ELEVATION
1/4" = 1'-0"5NORTH ELEVATION
1/4" = 1'-0"6EAST ELEVATION
SHEET NOTES A-111
1 60" X 60" CLEAR SPACE AROUND WATER CLOSET
2 CONCRETE/ MASONRY WALL, REFER TO PREFABBUILDING DRAWINGS.
3 SEALED CONCRETE FLOOR; COORDINATE SLOPE TODRAIN WITH PLUMBING DRAWINGS.
4 TRANSLUCENT WINDOW ASSEMBLY PER PREFABBUILDING MFTR.
5 DASHED LINE INDICATES THE EXTENT OF ROOFOVERHEAD
6 60" DIA. CLEAR TURNAROUND CIRCLE
7 ACCESSIBLE DOOR CLEAR SPACE
8 ROOF ASSEMBLY PER PREFAB BUILDING DRAWINGS
9 DASHED LINE INDICATES LINE OF EXTERIOR WALLBELOW.
10 DOOR SIGN, REFER TO SIGNAGE TAGS AND DETAILS FORLOCATION AND MOUNTING.
11 CONCRETE / MASONRY WALL ASSEMBLY AND FINISH PERPREFAB BUILDING DRAWINGS.
DOOR SCHEDULE
DO
OR
NU
MB
ER
DOOR OPNG. DOOR ASSEMBLYFRAME
DETAILS
HA
RD
WA
RE
GR
OU
P (
SE
E S
PE
C'S
)
COMMENTSWIDTH HEIGHTTYPEMARK
DOORMATERIAL
FRAMETYPE
FRAMEMATERIAL THRESHOLD
101.1 3' - 0" 6' - 8" 1 STEEL STEEL HOLLOWMETAL
7 / A-111 90 DEG. OPN. POSITION, PRIVACY LOCKSET,PROVIDE TIMER AT LATCH TO CONTROLLOCKING/UNLOCKING AT BEGINNING ANDEND OF DAY
102.1 2' - 8" 6' - 8" 1 STEEL STEEL HOLLOWMETAL
7 / A-111 90 DEG. OPN. POSITION
103.1 3' - 0" 6' - 8" 1 STEEL STEEL HOLLOWMETAL
7 / A-111 90 DEG. OPN. POSITION, PRIVACY LOCKSET,PROVIDE TIMER AT LATCH TO CONTROLLOCKING/UNLOCKING AT BEGINNING ANDEND OF DAY
1/4" = 1'-0"
DOOR TYPES
SIGNAGE SCHEDULESIGNMARK DESCRIPTION
DETAILREFERENCE(S)
ROOM IDENTIFICATION AND OCCUPANCY SIGNAGE
PR TACTILE PERMANENT ROOM SIGN - WHICH READS SPECIFIC ROOM NAME. (INSTALL BLANK ON BACK SIDEWHEN SIGN OCCURS ON GLASS)
12 / G-002
RDM MEN'S RESTROOM DOOR SIGN: SIGN CENTERED ON DOOR AT +60" 11 / G-002
RDW WOMEN'S RESTROOM DOOR SIGN: SIGN CENTERED ON DOOR AT +60" 11 / G-002
RRM TACTILE RESTROOM IDENTIFICATION SIGN: "MEN" 8 / G-002
RRW TACTILE RESTROOM IDENTIFICATION SIGN: "WOMEN" 8 / G-002
7
1/4" = 1'-0"
WINDOW A
PANEL120/208V3Ø, 4W100A
1X4 LAY-IN FIXTURE
2X2 LAY-IN FIXTURE
2X4 LAY-IN FIXTURE
SURFACE/PENDANT MOUNT LINEAR FIXTURE
WALL MOUNT LINEAR FIXTURE
UNDER CABINET / LED STRIP LIGHTING
SURFACE/PENDANT MOUNT ROUND FIXTURE
RECESSED ROUND CEILING FIXTURE
RECESSED SQUARE CEILING FIXTURE
CEILING TRACK LIGHT ASSEMBLY
WALL MOUNT FIXTURE (ROUND, HALF-ROUND, SQUARE)
DIRECTIONAL CEILING FIXTURE
PATHWAY/STEP LIGHT
GROUND FIXTURE
2 HEAD EMERGENCY CEILING FIXTURE
2 HEAD EMERGENCY WALL FIXTURE
EMERGENCY REMOTE HEAD FIXTURE
CEILING MOUNT EXIT FIXTURE (SHOWN ALSOW/ COMBO EMERGENCY LIGHT OPTION)
WALL MOUNT EXIT FIXTURE (SHOWN ALSO W/COMBO EMERGENCY LIGHT OPTION)
LIGHT & EXHAUST FAN COMBO
CEILING FAN
CEILING FAN WITH LIGHT KIT
POLE MOUNT FIXTURE
LIGHT BOLLARD
PV1 PRO-VOLT ROOM CONTROLLER
OS1 OCCUPANCY SENSOR
P1 POWER PACK
PC1 PHOTOCELL
WALL MOUNT PHOTOCELLPC
PS PHOTO SENSOR
WALL SWITCH3 THREE WAY4 FOUR WAYK KEY OPERATEDP PILOT LIGHTWP WEATHERPROOFOS OCCUPANCY SENSORD DIMMERMC SPDT- MOMENTARY CONTACT
T TIMERTS TOUCH SCREEN#B CONTROL STATION# FOR BUTTON COUNT
HATCHING INDICATES EMERGENCY/BATTERY FIXTURE (TYPICAL FOR ALLFIXTURES & SYMBOLS)
208V OUTLET
DUPLEX OUTLET
DOUBLE DUPLEX OUTLET
QUAD SURGE PROTECTED OUTLET
SURGE PROTECTED OUTLET
GFCI OUTLET
SPLIT WIRED (SWITCHED) OUTLET
SIMPLEX OUTLET
208V FLOOR OUTLET
DUPLEX FLOOR OUTLET
DOUBLE DUPLEX FLOOR OUTLET
CEILING OUTLET
SPECIAL CONNECTION
FLOOR SPECIAL CONNECTION
WALL SPECIAL CONNECTION
TV CONNECT/RECESSED BOX (ANY COMBOOF POWER, CABLE, DATA. SEE PLANS).TV
NEW PANELBOARD, FLUSH MOUNT
NEW PANELBOARD, SURFACE MOUNT
NEW POWER DISTRIBUTION SWITCHBOARD
EXISTING PANELBOARD, FLUSH MOUNT
EXISTING PANELBOARD, SURFACE MOUNT
FLOOR MOUNT J-BOXJ
FLUSH MOUNT J-BOXJ
WALL MOUNT J-BOXJ
T THERMOSTAT
T TRANSFORMER
DRY TRANSFORMER
PAD MOUNT TRANSFORMER
METER (PLAN VIEW)
VARIABLE FREQUENCY DRIVEVFD
POWER POLEPP
PUSH BUTTON
EMERGENCY BUTTON
COMBO STARTER
CONTACTOR
DISCONNECT SWITCH
CIRCUIT BREAKER
FUSE
DOOR SWITCHDS
MAGNETIC DOOR SWITCHMAG
MOTOR CONTROL SWITCHS
MOTOR CONNECT
M
M
ELECTRICAL LIGHTING SYMBOLS ELECTRICAL POWER SYMBOLS
NOTE: NOT ALL SYMBOLS MAY BE USED
COORDINATE W/ UTILITY COMPANY FORINSPECTION AND SIGN OFF OF ALL PRIMARY
ELECTRICAL WORK
FINISHED GRADE
PAD-MOUNTED TRANSFORMER BY UTILITY COMPANY
STUB PRIMARY AND SECONDARY CONDUITSTHROUGH BLOCKOUT WITHIN
±1" OF TOP OF CONCRETE PAD
PROVIDE CONCRETE TRANSFORMER PAD PER UTILITY COMPANY REQUIREMENTS
COORDINATE ALL PRIMARY-SIDE WORK REQUIRED W/ UTILITY COMPANY. TYPICALLY EC TO PROVIDE (2) 4"
CONDUIT AND TRENCHING. CONDUCTOR AND TERMINATIONS BY UTILITY.
COORDINATE LOCATION OFTRANSFORMER PAD BLOCKOUT W/
UTILITY-PROVIDED GROUND ROD
COORDINATE ALL SECONDARY CONDUCTORS, TRENCHING, AND TERMINATIONS WITH UTILITY.
GRC RISERS W/ GRCLONG RADIUS ELBOWS
COORDINATE W/ ELECTRICAL INSPECTOR FORINSPECTION AND SIGN OFF OF ALL SECONDARY
ELECTRICAL WORK
GROUND PER CEC 250 W/(1) #8 CU TO METAL U.G. WATER PIPE(1) #8 CU TO BUILDING STEEL (IF APPLICABLE)(1) #8 CU TO CONCRETE ENCASED ELECTRODE (IF APPLICABLE)
FINISH GRADE
PRE-INSTALLED PANEL IN PRE-FABRICATED BUILDING. PANEL & BUILDING BY OTHERS
2"C W/ (3) #1 CUM
UTILITY METER
CT CABINET
A. EC SHALL BE RESPONSIBLE FOR MAINTAINING WORKING CLEARANCES IN ACCORDANCE W/ CEC 110.26.B. PROVIDE LABEL "SERVICE DISCONNECTING MEANS" PER CEC 230.70(B).C. COORDINATE ALL PRIMARY AND SECONDARY TRENCHING REQUIREMENTS. TYPICALLY, PRIMARY
TRENCHES ARE 48" AND SECONDARY ARE 30" (MIN). TRENCHES TYPICALLY TRANSITION TO 72" AT SWITCHES, PULL BOXES, AND TRANSFORMERS TO ALLOW FOR 36" LONG-RADIUS SWEEP ELBOWS.
D. ALL UNDERGROUND CONDUITS SHALL BE PVC W/ GRC ELBOWS AND THROUGH-GRADE TRANSITIONS (STUB-UPS). DEPTH BELOW GRADE FOR ALL UNDERGROUND CONDUITS SHALL BE IN ACCORDANCE WITH CEC TABLE 300.5 AND SHALL BE SEALED PER CEC 230.8. GRC INSTALLED BELOW GRADE SHALL BE SUITABLY PROTECTED AGAINST CORROSION PER CEC 300.6.
E. DEPTH BELOW GRADE FOR ALL EXTERIOR CONDUITS SHALL BE IN ACCORDANCE W/ CEC TABLE 300.5.F. ALL OVERCURRENT PROTECTION DEVICES SHALL BE MARKED TO INDICATE LOAD SERVED. PER CEC
408.4.G. EQUIPMENT GROUNDING CONDUCTOR SHALL NOT BE USED AS ELECTRODE CONDUCTOR.H. ELECTRICAL EQUIPMENT, SUCH AS BUT NOT LIMITED TO SWITCHBOARDS, SWITCHGEAR,
PANELBOARDS, AND METER SOCKETS SHALL BE FIELD OR FACTORY MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. MARKINGS SHALL MEET CEC 110.21 AND 110.22(B).
I. IT IS THE INTENT OF THESE PLANS TO PROVIDE A COMPLETE OPERATING ELECTRICAL DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL FURNISH AND SINSTALL ALL WIRING, EQUIPMENT, MATERIAL, ETC. AS REQUIRED, UNLESS NOTED OTHERWISE (UNO), OR NOTED AS PROVIDED BY OTHERS. SHOULD THERE BE ANY QUESTIONS CONCERNING RESPONSIBILITY, THEY SHALL BE ADDRESSED TO ARCHITECT PRIOR TO BID. NO EXTRA CHARGES WILL BE ALLOWED.
J. PANEL FEEDERS SHALL BE SIZED TO PREVENT VOLTAGE DROP EXCEEDING 3%.
POWER RISER NOTES
SHEET INDEX
SHEET NO. SHEET TITLE REVISION
E0.00 GENERAL NOTES, SHEET INDEX, LEGEND & RISER DIAGRAM
E1.00 ELECTRICAL SITE PLAN
TOTAL NO. OF SHEETS: 2
ELECTRICAL SYMBOLS LEGEND
INTERIOR BOX MOUNTING HEIGHTS
STANDARD ABBREVIATIONS
CIRCUITING
1'-6
"
FINISHED CEILING
FINISHED FLOOR
COD
COD
COD
TOD
46"
54"
74"
TO
TO
P O
F T
RIM
BOD
80"
MIN
IMU
M T
O B
OT
TO
M
AC = ABOVE COUNTER, MINIMUM 4" ABOVEBACKSPLASH TOBOTTOM OF DEVICE.
80"
AF
F T
O B
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6"
BE
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HOME RUN TO PANEL. NUMBER OF ARROWSINDICATES NUMBER OF CIRCUITS.
CONDUIT OR CABLING CONCEALED IN CEILING OR WALL
CONDUIT/CABLING CONCEALED UNDER FLOOR OR UNDERGROUND
LOW VOLTAGE CABLING
DAYLIGHTING ZONE
CIRCUIT, NUMBER OF HASH MARKS INDICATES NUMBER OF CONDUCTORS IN CABLE/RACEWAY. GROUND WIRE NOT SHOWN BUT SHALL BE INCLUDED. NO HASH MARKS INDICATES 2 CONDUCTORS PLUS GROUND.
S F
FF
T
(D) DEMO
(E) EXISTING
(F) FUTURE
(N) NEW
(R) RELOCATED
AC ABOVE COUNTER, 4" ABOVE BACKSPLASH
ACC ACCESSIBLE
AFF ABOVE FINISH FLOOR
AFG ABOVE FINISH GRADE
AL ALUMINUM
BLG BELOW GRADE
BOD BOTTOM OF DEVICE
C CONDUIT
COD CENTER OF DEVICE
CU COPPER
EC ELECTRICAL CONTRACTOR
EM EMERGENCY
FC FOOT-CANDLES
GC GENERAL CONTRACTOR
GEC GROUNDING ELECTRODE CONDUCTOR
GES GROUNDING ELECTRODE SYSTEM
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GND GROUND
MC MECHANICAL CONTRACTOR
MFR MANUFACTURER
NL NIGHT LIGHT
PC PLUMBING CONTRACTOR
TYP TYPICAL
UC UNDER CABINET/UNDER COUNTER
UG UNDERGROUND
UNO UNLESS NOTED OTHERWISE
UTW UNSHIELDED TWISTED PAIR
WP WEATHERPROOF
XFMR TRANSFORMER
# . KEYED NOTE
1/E5.2 INDICATES VIEW 1 ON SHEET E5.2
a,b,c etc SWITCH DESIGNATION
BN1L-2,4,6 CIRCUIT DESIGNATION, PANEL BOARD BN1L, CIRCUITS 2,4,6
ELECTRICAL DESIGNATIONS
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SHEET NUMBER:
PROJECT NUMBER:
SE
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:
DRAWN: CHECKED:
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BU
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LA
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NS
HIP
SE
XC
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DIN
G E
XP
EC
TA
TIO
NS
SUBMIT FOR PERMIT 01/30/20
REVISIONS:
ISSUE:
JOB
NU
MB
ER
:1
9.1
02
4-I
19
GE
NE
RA
L N
OT
ES
, S
HE
ET
IN
DE
X, L
EG
EN
D &
RIS
ER
DIA
GR
AM
E0.00
SU
NR
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LO
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IS P
AR
K
57
70
-58
90
AR
CA
DIA
AV
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OO
MIS
, C
A 9
56
50
PM BH
19.1024-I19
HP
GENERAL ELECTRICAL
WIRING: WIRE SHALL BE COPPER AND INSULATION SHALL BE THHN UNLESSOTHERWISE INDICATED. MINIMUM SIZE SHALL BE #12.
LOCATIONS: INDICATED LOCATIONS OF ALL LIGHTING, OUTLETS, RECEPTACLES,POWER CONNECTIONS AND EQUIPMENT ARE PARTIALLY DIAGRAMATIC ANDSUBJECT TO CHANGE. COORDINATE FINAL LOCATIONS WITH ARCHITECTURALDRAWINGS AND ACTUAL FIELD CONDITIONS. SHIFT/RELOCATE/RECONFIGURE ANYOUTLET, EQUIPMENT, OR CONNECTION POINT UP TO 10 FEET AS DIRECTED BY THEENGINEER, AT NO ADDED COST. INSTALL RECEPTACLES IN ACCORDANCE WITH PARTIII OF CEC ARTICLE 210 AS WELL AS ALL STATE AND LOCAL CODES.
IDENTIFICATION: IDENTIFY ALL EQUIPMENT, SWITCHBOARD CIRCUITS, ANDELECTRICALLY-CONNECTED EQUIPMENT WITH ENGRAVED NAMEPLATES. PANELDIRECTORIES SHALL BE TYPED.
COORDINATION: CLOSELY COORDINATE ALL ELECTRICAL SYSTEMS WITHMECHANICAL, PLUMBING, STRUCTURAL, AND ARCHITECTURAL SYSTEMS.CONDUIT/CABLE ROUTING IS APPROXIMATE AND DIAGRAMMATIC AND SHALL NOT BESCALED. PROVIDE ALTERNATE ROUTING FOR COORDINATION OF ALL WORKWITHOUT ADDITIONAL COST TO OWNER. COORDINATE WITH MECHANICAL DUCTWORK AND STRUCTURAL MEMBERS FOR BEST LOCATION OF FIXTURES TO PROVIDEMAXIMUM UNOBSTRUCTED LIGHTING.
PENETRATIONS: COORDINATE WORK IN EXTERIOR WALLS TO MINIMIZEINTERRUPTION OF INFILTRATION/VAPOR BARRIER SEAL AROUND ALLPENETRATIONS.
CLEARANCES: PROVIDE MINIMUM WORKING CLEARANCES PER CEC.
LINE/LOW VOLTAGE WIRING: MAINTAIN 18" (MINIMUM) CLEARANCE BETWEEN LINEVOLTAGE CIRCUITING AND ALL LOW VOLTAGE, SIGNAL BUS, TELEPHONE, DATA,TELEVISION, SATELLITE, ETC. CABLING. INTERSECTIONS BETWEEN LINE VOLTAGECIRCUITS AND LOW VOLTAGE CABLE SHALL BE AT 90 DEGREE ANGLES.
SUPPORTS: EC SHALL BE RESPONSIBLE FOR ALL CONCRETE PADS, SUPPORTS,BASES, ETC. THAT ARE REQUIRED FOR ELECTRICAL EQUIPMENT.
RATINGS
PROVIDE FIRE SAFING (FIRE CAULK, PUTTY PADS, ETC.) ON ALL PENETRATIONS INAND THROUGH FIRE RATED SEPARATIONS WITH UL LISTED FIRE SAFING MATERIAL.
GENERAL ELECTRICAL
CONTRACTOR
CODES: INSTALL ALL ELECTRICAL SYSTEMS IN ACCORDANCE WITH THE LATESTADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA BUILDINGCODE, CALIFORNIA RESIDENTIAL CODE, CALIFORNIA ENERGY CODE, AS WELL AS ALLAPPLICABLE STATE AND LOCAL CODES AND ORDINANCES.
EXISTING CONDITIONS: CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARWITH ALL EXISTING AND PROPOSED CONDITIONS WHICH MAY AFFECT THE COURSEOF WORK PRIOR TO SUBMITTING A BID ON THIS PROJECT. EXTRAS WILL NOT BEALLOWED FOR FAILURE TO COMPLY WITH THIS REQUIREMENT. FIELD VERIFY ALLASPECTS OF ELECTRICAL SYSTEMS PRIOR TO COMMENCING WORK. DO NOTINSTALL ANY ELECTRICAL COMPONENTS BEFORE VERIFYING DIMENSIONS ANDROUTING WITH BUILDING CONDITIONS.
PERMITS: EC SHALL BE RESPONSIBLE FOR APPLYING FOR, OBTAINING, AND PAYINGALL FEES FOR ALL REQUIRED PERMITS (BUILDING PERMITS, WORK PERMITS, ETC.)AND INSPECTIONS, ASSOCIATED WITH THE ELECTRICAL SYSTEMS, REQUIRED FORTHIS PROJECT.
UTILITY SERVICE: PROVIDE POWER AND COMMUNICATIONS SYSTEM SERVICES INACCORDANCE WITH THE REQUIREMENTS OF THE SERVICING UTILITIES. PROVIDEEXCAVATION, RACEWAY STRUCTURES, GROUNDING, ETC. AS DIRECTED, INACCORDANCE WITH UTILITY STANDARDS. CONTACT SERVING UTILITIES AND OBTAINTHEIR REQUIREMENTS PRIOR TO BID. (UTILITY SERVICE AND LINE EXTENSIONSCHARGES PAID BY OTHERS.)
GUARANTEE: INSTALL ALL ELECTRICAL EQUIPMENT, LIGHTING, DEVICES, ETC. PERMANUFACTURER'S RECOMMENDATIONS. PROVIDE ONE YEAR PARTS AND LABORWARRANTY ON ALL ELECTRICAL INSTALLATION. THE COMPLETE ELECTRICALSYSTEM, AND ALL PORTIONS THEREOF, SHALL BE GUARANTEED TO BE FREE FROMDEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROMFINAL ACCEPTANCE. PROMPTLY REMEDY SUCH DEFECTS AND ANY SUBSEQUENTDAMAGE CAUSED BY THE DEFECTS OR REPAIR THEREOF AT NO EXPENSE TO THEOWNER. LAMPS ARE EXEMPT FROM THIS GUARANTEE, BUT SHALL BE NEW ANDUNUSED AT THE TIME OF ACCEPTANCE.
SUBMITTALS: SUBMIT FACTORY SHOP DRAWINGS FOR ALL LIGHTING FIXTURES,SWITCH GEAR, PANELS, MOTOR CONTROL, WIRING DEVICES, ETC. PROPOSED FORTHIS PROJECT. PROPOSED SUBSTITUTIONS SHALL BE EQUAL OR SUPERIOR TOSPECIFIED ITEMS IN ALL RESPECTS. DETERMINATION OF EQUALITY RESTS SOLELYWITH THE ENGINEER. ALL PROPOSED SUBSTITUTIONS SHALL BE RECEIVED BY THEENGINEER 10 DAYS PRIOR TO BID.
REQUESTS FOR INFORMATION: THE CONTRACTOR ACKNOWLEDGES ITSRESPONSIBILITY TO BE FAMILIAR WITH THE CONTRACT DOCUMENTS. REQUESTSFOR INFORMATION (RFI'S) WILL BE RESPONDED TO WITHIN FIVE WORKING DAYS OFRECEIPT. TIME SPENT REVIEWING RFI'S IN WHICH THE INFORMATION REQUESTED ISCLEARLY INCLUDED IN THE DRAWINGS OR SPECIFICATIONS WILL BE CHARGED TOTHE CONTRACTOR AT ENGINEERING SYSTEM SOLUTIONS' STANDARD BILLINGRATES.
EQUIPMENT
EQUIPMENT STANDARDS: ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND OFTHE HIGHEST QUALITY AVAILABLE ('SPECIFICATION GRADE'). SERVICE EQUIPMENTSHALL BE FACTORY-ASSEMBLED COMMERCIAL GRADE, CONFIGURED PER SERVINGUTILITY STANDARDS. ELECTRICAL EQUIPMENT MANUFACTURERS SHOWN ARE BASISOF DESIGN. APPROVED MANUFACTURERS: SIEMENS, SQUARE D, EATON, GE. EC ISRESPONSIBLE TO VERIFY ALL ALTERNATIVE MANUFACTURER EQUIPMENTDIMENSIONS TO ENSURE EQUIPMENT WILL FIT INTO ROOMS/SPACES SHOWN ANDCLEARANCES ARE MAINTAINED. WIRING DEVICES SHALL BE SPECIFICATION GRADE.RAISED STEEL BOX COVERS MAY BE USED IN UTILITY AREAS.
PANEL BOARDS: PANEL BOARDS SHALL HAVE LOCKING COVERS.
INSTALLATION
COMPLETE INSTALLATION: PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS,ACCESSORIES, ETC., NECESSARY TO ACCOMPLISH A COMPLETE ELECTRICALSYSTEM IN ACCORDANCE WITH THE PLANS TOGETHER WITH THE SPECIFICATIONS.
GROUNDING: GROUND ALL EQUIPMENT AND SYSTEM NEUTRAL IN ACCORDANCEWITH ARTICLE 250 OF THE CEC. A SEPARATE GROUND CONDUCTOR SHALL BEPULLED WITH ALL BRANCH EQUIPMENT AND FEEDER CIRCUITS.
CIRCUITING: ALL WIRING SHALL BE IN CONDUIT, CONCEALED IN WALLS, ABOVECEILINGS, OR BELOW FLOORS, EXCEPT WHERE NOTED. IF CONCEALED RACEWAYSARE NOT POSSIBLE AND SURFACE RACEWAYS ARE REQUIRED, IT SHALL BEAPPROVED BY AND COORDINATED WITH ARCHITECT/ENGINEER PRIOR TOCOMMENCING ANY WORK. EMT WITH STEEL FITTINGS MAY BE USED IN DRYPROTECTED INTERIOR LOCATIONS. PVC SCHEDULE 40 SHALL BE USED BELOWGRADE AT MINIMUM -24 INCHES. WRAPPED RIGID ELBOWS AND RISERS SHALL BEUSED FOR ALL THROUGH-GRADE TRANSITIONS AND STUB-UPS. GRC OR IMCCONDUIT WITH THREADED FITTINGS SHALL BE USED IN ALL LOCATIONS WHEREEXPOSED TO THE ELEMENTS OR SUBJECT TO PHYSICAL DAMAGE. THE USE OF NMCABLE (ROMEX) IS SUBJECT TO JURISDICTION APPROVAL. EC IS RESPONSIBLE FORCOORDINATING APPROVAL WITH AHJ. WHERE APPROVED, NM CABLE IS TO BEINSTALLED PER CEC 334. NO ROMEX OR NON-METALLIC WIRING IS ALLOWED ABOVEANY SUSPENDED ACOUSTICAL TYPE CEILINGS. ENT IS NOT ALLOWED FOR LINEVOLTAGE CIRCUITING. CONNECT RECESSED AND SUSPENDED LIGHT FIXTURES,MOTORIZED AND VIBRATING EQUIPMENT WITH STEEL FLEX.
POWER
ELECTRICAL POWER DISTRIBUTION
ELECTRICAL POWER DISTRIBUTION THROUGH ELECTRICAL PANEL BOARDS ISDESIGNED TO MEET CALIFORNIA TITLE 24 ENERGY CODE SECTION 130.5, TABLE130.5-B.
GROUNDING
ALL EQUIPMENT FASTENED IN PLACE OR CONNECTED BY PERMANENT WIRINGMETHODS SHALL BE GROUNDED.
INSTALLATION
PROVIDE GFCI DEVICES FOR ALL 120VAC, 15 AND 20A RECEPTACLES LOCATEDOUTDOORS, IN BREAKROOMS, BATHROOMS, KITCHENS, FOOD PREP AREAS, INDOORWET LOCATIONS, OR WITHIN 6' OF ANY SINK IN ACCORDANCE WITH CEC 210.8(B). ALLGFCI DEVICES SHALL BE SELF-TESTING TYPE, HUBBELL #GFR5362SG OR EQUAL.PROVIDE GFCI PROTECTED CIRCUIT BREAKERS FOR ALL CIRCUITS SERVINGRECEPTACLES THAT ARE INACCESSIBLE. ALL EXTERIOR RECEPTACLES ARE TO BEEQUIPPED WITH AN APPROVED WEATHERPROOF IN-USE COVER IN ACCORDANCE W/CEC 406.9.
LOCATIONS AND ELEVATIONS
DIMENSIONS OF ELECTRICAL GEAR AND ELECTRICAL ROOM LAYOUTS AREPARTIALLY DIAGRAMMATIC AND ARE ESTIMATED FROM MANUFACTURER'SLITERATURE. EC SHALL COORDINATE ROOM LAYOUT FOR ACTUAL EQUIPMENTINSTALLED AND MAINTAIN WORKING CLEARANCES IN ACCORDANCE WITH CEC,STATE, AND LOCAL CODES AND AMENDMENTS. ALL SWITCHES, CIRCUIT BREAKERS,FUSES, ETC. SHALL BE READILY ACCESSIBLE.
REFER TO ARCHITECTURAL DRAWINGS, DETAILS, AND ELEVATIONS FOR FINALLOCATIONS, MOUNTING HEIGHTS, AND FINISHES REQUIRED FOR ELECTRICALDEVICES PRIOR TO ROUGH-IN.
NO SCALEE0.00
POWER RISER DIAGRAM1
# DESCRIPTION DATE
E
I
N
AR
SES
IOF
NO
L
OIF
CAL
OF
R
D
SI E RG
E
RET
T
S
AE
T
P
No. E
21841
NREEI
GN
A
ELECTRICAL
JO
RDAN
COX
J.
01/2
8/20
20
EXP:
03/31
/2021
wM
ELECTRICAL PANEL SUPPLIED BY OTHERS
E1
E2
E3
PROPOSED UTILITY TRANSFORMER LOCATION
PRE-FAB BUILDING BY OTHERSELECTRICAL STUB UPS TO BE IN 10"x10"
BLOCKOUT AREA BELOW ELEC PANEL.
PROPOSED CT CABINET & UTILITY METER LOCATION
SCALE: 1/8" = 1'-0"
ELECTRICAL SITE PLAN
GENERAL
A. ALL ELECTRICAL DEVICES AND EQUIPMENT WITHIN AND ATTACHED TO THE PRE-CONSTRUCTED STRUCTURE ARE PRE-INSTALLED.
B. UNDERGROUND WIRING IS PARTIALLY DIAGRAMMATIC AND SHOWN FOR CLARITY IN SCOPE OF WORK. COORDINATE FOR JOINT TRENCHING WHERE APPLICABLE AND WITH ANY AVAILABLE SITE/CIVIL DRAWINGS. ALL ACTUAL TRENCHING AND PROJECT WIRING SHALL FALL WITHIN PROJECT BOUNDARIES.
C. INSTALLATION OF ALL UNDERGROUND CONDUITS SHALL BE IN ACCORDANCE WITH CEC 300.5.
D. AS REQUIRED BY LAW AND PRIOR TO COMMENCING WITH ANY UNDERGROUND WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING AN UNDERGROUND LINE LOCATE AT LEAST TWO DAYS IN ADVANCE.
UTILITY
A. THESE PLANS HAVE BEEN PREPARED WITHOUT ANY UTILITY COMPANY COMMITMENTS. FINAL COORDINATION, APPLICATIONS, PERMITS, AND FEES ASSOCIATED WITH POWER, TELEPHONE AND CABLE UTILITY SERVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. EC SHALL MAKE ALLOWANCES IN BASE BID FOR ALL REQUIRED UTILITY COMPANY WORK.
B. EC SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL UTILITY COMPANIES REGARDING DELINEATION OF SCOPE OF WORK FOR SERVICES INTO BUILDING (I.E. WHAT IS PROVIDED BY UTILITY VS. WHAT IS PROVIDED BY EC) AND SHALL MAKE ALLOWANCES IN BASE BID FOR ALL REQUIREMENTS.
PLAN NOTESUTILITY COMPANY CONTACT INFORMATION
POWER COMPANY: PACIFIC GAS & ELECTRIC (800) 743-5000
TH
ES
E P
LA
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SO
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.
PR
OJE
CT
:
SH
EE
T T
ITL
E:
SHEET NUMBER:
PROJECT NUMBER:
SE
AL
:
DRAWN: CHECKED:
16
77
EU
RE
KA
RO
AD
ST
E.
#1
02
RO
SE
VIL
LE
, C
A 9
56
61
PH
ON
E:
(91
6)
78
0-2
03
0
36
32
N R
AN
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RIV
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LA
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, N
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91
30
PH
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(70
2)
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10
7
49
43
NO
RT
H 2
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AS
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A
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83
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1
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(20
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55
2-9
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BU
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LA
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NS
HIP
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XC
EE
DIN
G E
XP
EC
TA
TIO
NS
SUBMIT FOR PERMIT 01/30/20
REVISIONS:
ISSUE:
JOB
NU
MB
ER
:1
9.1
02
4-I
19
EL
EC
TR
ICA
L S
ITE
PL
AN
E1.00
SU
NR
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LO
OM
IS P
AR
K
57
70
-58
90
AR
CA
DIA
AV
EL
OO
MIS
, C
A 9
56
50
PM BH
19.1024-I19
KEYNOTES
E1 PRIMARY UTILITY SERVICE CONDUITS PER UTILITY COMPANY REQUIREMENTS.COORDINATE FINAL ROUTING, SIZE, AND QUANTITY WITH UTILITY. SEE GENERALUTILITY NOTE A THIS SHEET.
E2 SECONDARY SERVICE ENTRANCE PER UTILITY COMPANY REQUIREMENTS.TYPICALLY EC TO PROVIDE TRENCHING, CONDUIT, AND CONDUCTORS.TERMINATIONS BY UTILITY. SEE POWER RISER DIAGRAM FOR MORE INFORMATION.
E3 MAINTAIN WORKING CLEARANCE AROUND TRANSFORMER PER UTILITY COMPANYREQUIREMENTS. COORDINATE WITH UTILITY FOR PAD REQUIREMENTS AND BOLLARDPROTECTION (IF REQUIRED).
# DESCRIPTION DATE
E
I
N
AR
SES
IOF
NO
L
OIF
CAL
OF
R
D
SI E RG
E
RET
T
S
AE
T
P
No. E
21841
NREEI
GN
A
ELECTRICAL
JO
RDAN
COX
J.
01/2
8/20
20
EXP:
03/31
/2021
WATER AND WASTE SERVICE CALCULATIONS
JOB NAME: SUNRISE LOOMIS PARK DATE: 01/29/20
FIXTURE TYPE OCCUPANCY NO. WASTE COLD WATER HOT WATER TOTAL WATER
DFU TOTAL WSFU TOTAL WSFU TOTAL WSFU
LAVATORY PUBLIC 2 1 2 0.75 1.5 0.75 1.5 2
WATER CLOSET_FLUSH VALVE PUBLIC 2 4 8 5 10 0 0 10
TOTAL FU 10.0 11.5 1.5 12.0
EQUIVALENT COLD WATER FLOW RATE (GPM): 29
PRESSURE AVAILABLE AT MAIN (PSI): 50
MINIMUM REQUIRED FIXTURE PRESSURE (PSI): 25
ELEVATION RISE (FT): 5
METER LOSS (PSI): 5
BACKFLOW PREVENTER LOSS (PSI): 15
EQUIVALENT PIPE LENGTH FROM METER TO MOST REMOTE FIXTURE (FT): 25
FRICTION LOSS PRESSURE AVAILABLE (PSI): 2.83
MAXIMUM ALLOWABLE FRICTION LOSS (PSI/100 FT): 11.32
WATER FLOW VELOCITY FOR WATER MAIN (FPS): 7.64
CALCULATED FRICTION HEAD LOSS FOR WATER MAIN (PSI/100 FT): 9.70
MINIMUM REQUIRED 'WATER' PIPE SIZE (INCHES): 1.25
MINIMUM REQUIRED 'WASTE' PIPE SIZE (INCHES): 3
WATER PIPE SIZING CHARTPIPE SIZES CALCULATED BASED ON UPC
SIZE: TYPE K COPPER CW MAX FLOW CW FIXTURE UNIT VALUES HW MAX FLOW HWFU
NOMINALDIAMETER
INTERNALDIAMETER
GPM FPS FLUSH TANK FLUSH VALVE GPM FPS HOT WATER
1-1/4" 1.245 30.4 8.0 54 13 19.0 5.0 26
12 3
4
5
6
7
89
6"
10
6
FLOOR CLEANOUT (FCO)
CLEANOUT TO GRADE (COTG)
1.
KEYNOTES:
CLEANOUT AND ACCESS COVER.TOP OF COVER TO BE FLUSH W/TOP OF FLOOR
2. FLOOR LINE
3. BRASS CLEANOUT PLUG W/COUNTER SUNK HEAD
4. FINISH GRADE
5. 16" SQUARE CONC. PAD TROWELSMOOTH AND EDGE
6. 1/8" C.I. BEND
7. C.I. WASTE LINE. LENGTH TO SUIT
8. WASTE LINE
9. 1/8" BEND IF CLEANOUT OCCURSAT END OF LINE
10. BALANCE OF PIPING SAME ASCLEANOUT TO GRADE
A.
NOTES:
CLEANOUT NOT TO BE LOCATED INCARPETED AREA
STANDARD ABBREVIATIONS
SHEET INDEXSHEET NO. SHEET TITLE REVISION
P0.00 GENERAL NOTES, SHEET INDEX, LEGEND
P1.10 1ST FLOOR PLUMBING PLAN
TOTAL NO. OF SHEETS: 2
(E) EXISTING
AFF ABOVE FINISHED FLOOR
AI ANALOG INPUT
ALT ALTERNATE
AO ANALOG OUTPUT
BFF BELOW FINISHED FLOOR
CAP. CAPACITY
CD CONDENSATE DRAIN
CV CONSTANT VOLUME
CWFU COLD WATER FIXTURE UNITS
DFU DRAINAGE FIXTURE UNITS
DI DIGITAL INPUT
DIA OR Ø DIAMETER
DO DIGITAL OUTPUT
DSN DOWNSPOUT NOZZLE
DW DISHWASHER
EFF EFFICIENCY
ELEV ELEVATION
EWT ENTERING WATER TEMPERATURE
FA FREE AREA
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FPM FEET PER MINUTE
FS FLOOR SINK
FT FEET
FW FRESH WATER
GA GAUGE
GAL GALLON
GD GARAGE DRAIN
GPM GALLONS PER MINUTE
HP HORSEPOWER
HR HOUR
HT HEIGHT
HWFU HOT WATER FIXTURE UNITS
IAQ INDOOR AIR QUALITY
IN. INCH
INWC INCHES OF WATER COLUMN
INWG INCHES OF WATER GAUGE
LBS POUNDS
LWT LEAVING WATER TEMPERATURE
MAX MAXIMUM
MBH THOUSAND BRITISH THERMAL UNITS/HOUR
MECH MECHANICAL
MIN MINIMUM
NC NOISE CRITERIA
NIC NOT IN CONTRACT
NO. NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OD OVERFLOW DRAIN
OSA OUTSIDE AIR
PD PRESSURE DROP
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAUGE
RD ROOF DRAIN
RPBP REDUCED PRESSURE BACKFLOW PREVENTER
SL SEA LEVEL
SP STATIC PRESSURE
SQ FT SQUARE FEET
SR STORY RISER
SS SERVICE SINK OR STAINLESS STEEL
TSP TOTAL STATIC PRESSURE
UNO UNLESS NOTED OTHERWISE
VAV VARIABLE AIR VOLUME
VFD VARIABLE FREQUENCY DRIVE
VOL VOLUME
VTR VENT THROUGH ROOF
W/ WITH
W/O WITHOUT
WCO WALL CLEANOUT
WPD WATER PRESSURE DROP
WT WEIGHT
SHEET#
SEC#
PLUMBING LEGEND
(TEMP)°F
CD
RD
OD
STORM DRAIN SD
FS
NG
CHS
CHR
CWS
CWR
HWS
HWR
S
RL
RS
GATE VALVE
OVERFLOW ROOF DRAIN
BALL VALVE
BUTTERFLY VALVE
MOTORIZED VALVE OPERATOR
CHECK VALVE (SWING OR LIFT AS REQ'D)
SOLENOID VALVE
AUTOMATIC CONTROL VALVE (2-WAY)
AUTOMATIC CONTROL VALVE (3-WAY)
PRESSURE REDUCING VALVE
P & T RELIEF VALVE
AIR VENT (AUTOMATIC)
STRAINER
AUTOMATIC FLOW CONTROL VALVE
VENTURI FLOW METER
REDUCER VALVE
PET COCK OR GAUGE COCK
PRESSURE GAUGE W/GAUGE COCK
THERMOMETER
TEMPERATURE & PRESSURE TEST PLUG
PUMP
FLOW SWITCH
TEMPERATURE SENSOR
HOSE BIB OR SILLCOCK
YARD HYDRANT/ROOF HYDRANT
FLOOR DRAIN
FLOOR SINK
WALL CLEANOUT (WCO)
FLOOR CLEANOUT (FCO)
EXPANSION JOINT
FLEXIBLE PIPE CONNECTION
REDUCED PRESSURE BACKFLOW PREVENTER
DOUBLE CHECK BACKFLOW PREVENTER
WATER HAMMER ARRESTOR
ELBOW DOWN
ELBOW UP
PIPE CAP
TEE DOWN
UNION
DOMESTIC COLD WATER (DCW)
DOMESTIC HOT WATER (DHW)
DOMESTIC HOT WATER RECIRC. (DHWR)
DOMESTIC HOT WATER (SPECIFIED TEMP.)
SANITARY VENT (VT)
SANITARY SEWER ABOVE GRADE (SS)
SANITARY SEWER BELOW GRADE (SS)
CONDENSATE DRAIN
ROOF DRAIN OR EXTERIOR DRAIN
SECTION CUT LINE
FIRE SPRINKLER SERVICE
NATURAL GAS
HEAT TRACING
CHILLED WATER SUPPLY
CHILLED WATER RETURN
CONDENSOR WATER SUPPLY
CONDENSOR WATER RETURN
HEATING WATER SUPPLY
HEATING WATER RETURN
STEAM
REFRIGERANT LIQUID
REFRIGERANT SUCTION
POINT OF REMOVAL FROM EXISTING
POINT OF CONNECTION TO EXISTING
DETAIL TAG
KEYED NOTE
F
T
4
P5.1
P##
LP LIQUID PROPANE
M
CLEANOUT TO GRADE (CTG)
GLOBE VALVE
PIPING BELOW GRADE (**SYS. ABR.)**
SOFTENED DOMESTIC COLD WATER
DOMESTIC HOT WATER RECIRC.DHWR (TEMP)°F
S-DCW
(DHWR-SPECIFIED TEMP.)
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PROJECT NUMBER:
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DRAWN: CHECKED:
16
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102
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SUBMIT FOR PERMIT 01/30/20
REVISIONS:
ISSUE:
JOB
NU
MB
ER
:1
9.1
02
4-I
19
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UNSOFTENED DOMESTIC COLD WATERU-DCW
FUTURE SOFTENED DOMESTIC COLD WATERFS-DCW
NOTE: NOT ALL SYMBOLS MAY BE USED
NOTES:1. PROVIDE DIELECTRIC FITTINGS FOR ALL DISSIMILAR METALS.
PLUMBING PIPING MATERIAL SCHEDULELOCATION PIPE TYPE
DOMESTIC WATER
ALL ASTM B 88 TYPE K SOLDERED COPPER
WASTE
ALL ASTM D 2665 PVC SCHEDULE 40, SOCKET FITTINGS DWV
# DESCRIPTION DATE
NO SCALEP0.00
TYPICAL CLEANOUT1
GENERAL REQUIREMENTSCONTRACTOR
INSTALL ALL PLUMBING SYSTEMS IN ACCORDANCE WITH THE ADOPTED VERSION OFTHE ENERGY EFFICIENCY STANDARDS, CALIFORNIA BUILDING CODE, CALIFORNIAMECHANICAL CODE, AND CALIFORNIA PLUMBING CODE AND ALL OTHER LOCALCODES AND ADOPTED ORDINANCES.
CLOSELY COORDINATE ALL PLUMBING WITH ELECTRICAL, ARCHITECTURAL, ANDSTRUCTURAL. PIPING IS APPROXIMATE AND DIAGRAMMATIC AND IS NOT TO BESCALED. PROVIDE ALTERNATE ROUTING, OFFSETS, AND TRANSITIONS AS REQUIREDFOR COORDINATION OF ALL WORK WITHOUT ADDITIONAL COST TO THE OWNER.
FIELD VERIFY ALL PLUMBING PRIOR TO COMMENCING NEW WORK. DO NOTFABRICATE OR INSTALL ANY PLUMBING BEFORE VERIFYING DIMENSIONS ANDROUTING WITH BUILDING CONDITIONS AND ALL OTHER TRADES.
CONTRACTOR IS RESPONSIBLE FOR ALL APPLICABLE PERMITS AND FEES.
IF DISCREPANCIES EXIST BETWEEN BUILDING CODES, DRAWINGS, NOTES, ANDSPECIFICATIONS, THE MOST STRINGENT REQUIREMENT WILL BE REQUIRED UNLESSCLARIFIED BY PROJECT ENGINEER IN AN OFFICIAL ADDENDUM OR SUPPLEMENTALINSTRUCTION.
ALL DETAILS INCLUDED IN DESIGN DRAWINGS MUST BE APPLIED TO ALL RELEVANTINSTALLATIONS REFERRED TO IN THE DETAIL. EACH DETAIL WILL NOT BESPECIFICALLY REFERENCED ON THE DRAWINGS.
REQUESTS FOR INFORMATION: THE CONTRACTOR ACKNOWLEDGES ITSRESPONSIBILITY TO BE FAMILIAR WITH THE CONTRACT DOCUMENTS. REQUESTSFOR INFORMATION (RFI'S) WILL BE RESPONDED TO WITHIN FIVE WORKING DAYS OFRECEIPT. TIME SPENT REVIEWING RFI'S IN WHICH THE INFORMATION REQUESTED ISCLEARLY INCLUDED IN THE DRAWINGS OR SPECIFICATIONS WILL BE CHARGED TOTHE CONTRACTOR AT ENGINEERING SYSTEM SOLUTIONS' STANDARD BILLINGRATES.
INSTALLATION
CLOSE ENDS OF PIPING AND COVER FLOOR DRAINS DURING CONSTRUCTION.CLEAN ALL EQUIPMENT AND PIPING AT COMPLETION OF PROJECT.
CAULK AND SEAL ALL PENETRATIONS THROUGH CEILINGS, WALLS, AND FLOORS. PROVIDE ESCUTCHEON COVERS OR SHEET METAL FLANGES ON ALL VISIBLEPENETRATIONS.
ANY PIPE THAT PASSES THROUGH A FOUNDATION WALL TO BE PROVIDED WITH APIPE SLEEVE. THE SLEEVE TO BE TWO PIPE SIZES GREATER THAN THE PIPEPASSING THROUGH THE WALL. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONALREQUIREMENTS. COORDIANTE ANY PENETRATIONS NOT LISTED ON DRAWINGS WITHSTRUCTURAL ENGINEER PRIOR TO INSTALLATION.
PIPING MAY DIFFER IN DIMENSIONS THAN WHAT IS INDICATED ON DRAWINGS BASEDON EASIER PROCUREMENT OR CONSISTENT SIZES. PIPING MUST BE LARGER THANWHAT IS INDICATED ON THE DRAWINGS AND THE CONTRACTOR MUST COORDINATEROUTING OF LARGER PIPING WITH FIELD CONDITIONS.
SUPPORT
HANGERS AND SUPPORTS TO BE DESIGNED AND MANUFACTURED INCONFORMANCE WITH ANSI/MSS SP-58
SANITARY SEWERINSTALLATION
WASTE PIPING SMALLER THAN 4" IS TO BE SLOPED AT 1/4" PER FOOT UNO. ALLWASTE PIPING 4" AND LARGER MAY BE INSTALLED AT 1/8" SLOPE PER FOOT UPONRECEIVING WRITTEN APPROVAL BY LOCAL JURISDICTION. VERIFY INVERT BEFOREINSTALLATION.
PROVIDE GRADE CLEANOUT WHERE BUILDING SEWER CONNECTS TO SEWAGESYSTEM.
PRESSURE TEST ALL SANITARY SEWER AND VENT AND STORM PIPING TO PLUMBINGCODE REQUIREMENTS.
DOMESTIC WATERINSTALLATION
CONTRACTOR TO PROVIDE FLOW TEST FOR DOMESTIC WATER SUPPLY ON SITE ATBEGINNING OF CONSTRUCTION TO ENGINEER TO CONFIRM AVAILABLE PRESSURE,PRIOR TO PURCHASE AND INSTALLATION OF BOOSTER PUMP/PRV.
ALL DOMESTIC WATER PIPING ROUTED BELOW SLAB TO HAVE MINIMAL TO NOJOINTS OR FITTINGS BELOW SLAB.
PRESSURE TEST ALL DOMESTIC WATER PIPING PER PLUMBING CODEREQUIREMENTS.
DISINFECT DOMESTIC WATER PIPING.
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EXP:
9-3
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AREA NOT IN SCOPE
1 1/4"ø DCW3"ø
P1 P1
P16P15
COTG
APPROX. INVERT: 24"BELOW FINISHED FLOOR
KEYNOTES
P1 REFER TO CIVIL FOR CONTINUATION OF PIPING.
P15 STUB SEWER LINE UP INTO PRE-MANUFACTURED BUILDING THROUGH PROVIDEDPLUMBING BLOCKOUTS. COORDINATE FINAL LOCATION WITH PRE-MANUFACTUREDBUILDING DESIGN. PLUMBING CONTRACTOR TO CONNECT BUILDING SEWER LINE TOBUILDING PREINSTALLED PLUMBING LINES FOR A COMPLETE PLUMBING SYSTEM.
P16 STUB WATER SUPPLY LINE UP INTO PRE-MAUNFACTURED BUILDING THROUGHPROVIDED BLOCKOUTS. COORDINATE FINAL LOCATION WITH PRE-MAUNFACTUREDBUILDING DESIGN. PROVIDE A SHUT OFF VALVE PRIOR TO TYING WATER SUPPLY LINEINTO PRE-MANUFACTURED BUILDING WATER LINES. PLUMBING CONTRACTOR TOCONNECT BUILDING SUPPLY LINE TO BUILDING PREINSTALLED PLUMBING LINES FOR ACOMPLETE PLUMBING SYSTEM.
TH
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PR
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SH
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SHEET NUMBER:
PROJECT NUMBER:
SE
AL
:
DRAWN: CHECKED:
16
77
EU
RE
KA
RO
AD
ST
E. #
102
RO
SE
VIL
LE
, C
A 9
56
61
PH
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(91
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78
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0
36
32
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HIP
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DIN
G E
XP
EC
TA
TIO
NS
SUBMIT FOR PERMIT 01/30/20
REVISIONS:
ISSUE:
JOB
NU
MB
ER
:1
9.1
02
4-I
19
1S
T F
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LO
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IS, C
A 9
56
50
ML HS
19.1024-I19
SCALE: 3/4" = 1'-0"
1ST FLOOR PLUMBING PLAN# DESCRIPTION DATE
E
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EX
P.9
-30-
2020
04/14
/2020
