GENERAL NOTES
1 Scope: These notes apply to all drawings and govern unless noted or specified for more detailed requirements applicable to particular divisions of the work. See specifications and sheet notes contained in the subsections of these drawings.
2 Applicable Codes: The intent of the drawings and specifications is to construct the building in the project scope in accordance with the 2022 California Building Code (CBC), Mechanical Code (CMG), Electrical Code (CEC), Plumbing Code (CPC), Green Building Standards (CalGreen) and California Tille 24 Energy Standards; all including errata and supplements, as amended by the City of Richmond.
3 Construction Documents: The General Conditions of the Contract for Construction, (AIA Document A201 ), latest edition, and the Specifications supplement these drawings and are part of the construction documents. By accepting and using the construction documents, including but not limited to the drawings and specifications, the Contractor agrees to be solely and completely responsible for the accuracy of said construction documents: architectural, structural, civil, mechanical, plumbing, electrical and fire protection.
4 Copyright: These drawings and all ideas, arrangements and plans, either indicated or represented by these drawings are owned by, and are the property of VanMechelen Architects, and were created, evolved and developed for use on and in connection with the project designated in the title block.
None of these designs, arrangements, or plans shall be used by, or disclosed lo, any person, firm, or corporation for any purpose whatsoever, nor shall any changes be made on this drawing without the written permission from VanMechelen Architects. These drawings are not valid for any use unless they bear the original seal and signature of the Architect. Upon completion of the project, all plans shall be returned to the Architect.
5 Document Coordination: The Contractor shall be responsible for coordination between architectural, structural, civil, mechanical, plumbing, electrical and fire protection drawings. This includes reviewing existing conditions and requirements of individual systems before ordering and installation of any work. Verify all architectural details and all finish conditions, whether depicted in drawings or not, with same disciplines.
6 Non-Industry-Standard Materials and Methods: This project is considered to be an "Environment Friendly Project''. II utilizes non-industry-standard materials and methods including but not limited to:
FSC Certified Wood, non-toxic paints, sealants and adhesives, thermal mass. The intent is to construct energy efficient buildings which are easy and inexpensive lo maintain while using construction materials which reduce environmental impacts and construction methods which reduce construction waste and increase recycling. Some of the products may have limited suppliers or unusual delivery requirements. Some of the details and construction methods are unusual and may require more attention than normal. The Contractor shall review the plans and specifications carefully in this regard and be solely responsible for completing the work as intended. Any substitution requests will be evaluated on environmental considerations as well as on specified criteria. 7 Dimensions: On drawings only written dimensions shall be used. Do not scale the drawings. The Contractor shall review and assume responsibility for all dimensions of building and site and notify the architect in writing of any suggested or required discrepancies before proceeding with construction.
8 Site Conditions: The Contractor shall visit the site and be fully cognizant of all field conditions, delivery methods and storage facilities, and consult with potential suppliers and subcontractors prior to submitting bid or cost estimate. He or she shall verify all site conditions, delivery methods and storage facilities and assumes all risk associated with field conditions.
9. Sile Restrictions: The site will be vacated by the owners throughout the construction process.
The Contractor, Contractor's personnel, subcontractors and all persons visiting the site shall abide by the following rules:
a. Intoxicants and drugs: No alcohol, drugs, tobacco, or other intoxicants are allowed on site. b. Noise: Noise shall be kept to a minimum including radios or music. d. Pets: No pets allowed on site.
1 O Job Sile Conditions: The Contractor agrees lo be solely and completely responsible for the job site conditions during the course of construction for the project; including the safety of all persons and property and that this requirement shall apply continuously and not be limited lo normal working hours.
11 Protection of Existing Facilities: Contractor shall protect all existing infrastructure, utilities, landscaping and other site elements. Contractor shall replace or compensate the Owner for damage to any elements.
12 Indemnification: The Contractor shall defend, indemnify, and hold the Owner, the Architect, its employees and consultants, harmless from any and all liability, real or alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negligence of the Owner, the Architect, its employees and consultants.
13 Errors, Omissions & Conflicts: Any errors, omissions, or conflicts found in the various parts of the construction documents or between the construction documents and existing site conditions shall be immediately brought to the attention of the Architect and the Owner before submitting cost estimates, bids or proceeding with the Work.
14 Changes: Should any conditions develop which suggest or require changes to the work, including but not limited to errors, omissions, conflicts, alternates or code compliance, the Contractor shall submit to the Architect a written Request for Change Order detailing the required work and associated costs changes. A written Change Order shall be prepared by the Architect and signed by the Contractor before proceeding with the work. No claim shall be allowed for work already started or completed. No claim shall be allowed for difficulties encountered that could have reasonably been inferred from examination of the site and the construction documents prior to submitting the bid. No claim shall be allowed for adjustments which could be reasonably expected based on the Contractor's general experience in this type of construction. 15 The Heating System: The existing Heating System shall be retained and modified as shown in the drawings.
16 The project proposes no new Fire Sprinkler System per CPC Appendix P Section P103.4 .. 17 All persons working al this site must implement applicable portions of the Stale Storm Water Best Management Practices Manual for Construction to the maximum extent practicable to prevent erosion and sediment from entering into the storm drain system.
19. No person shall erect (including excavation and grading), demolish, alter or repair any building or structure other than between the hours as allowed by the City of Richmond.
WASTE MANAGEMENT PLAN
1. If required by the City of Richmond, the Contractor shall provide a completed Waste Management Plan, and shall provide waste diversion in accordance with the Plan and City requirements. All cardboard, concrete, asphalt and metals shall be diverted from the waste stream.
EROSION, SEDIMENT, & STORMWATER NOTES
1 The Contractor shall maintain controls that do not permit soil and sediment to leave the site via erosion or wind.
2. Exposed and disturbed soil shall be surrounded by a straw wattle to prevent runoff. Straw mulch shall also be used to absorb runoff.
3. Stockpiles of soil, sand or gravel shall be covered with secured plastic tarps to prevent material from being blown off site, and shall be surrounded by straw wattles to prevent storm runoff.
4. Concrete trucks shall be washed offsite, at a site owned or used by the contractor that has been approved for this activity.
5. Concrete waste water including site mixed concrete and sweepings from exposed aggregate concrete, shall not be allowed lo drain into storm sewers. Contractor shall provide a temporary drying basin for any washout, and dry residue collected from that basin shall be disposed of in accordance with City of Richmond disposal regulations. The drying basin may be excavated below grade or fabricated with perimeter straw bales above grade, but shall have sufficient volume for all water discharge, and shall be lined with minimum 1 O mil polyethylene sheeting free of holes or tears, staked into ground or bales.
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PROJECT LOCATION
PROJECT DATA
EXISTING PROPOSED
ZONING CM-3/ T5MS-O NO CHANGE
WILDLAND FIRE HAZARD RISK NO
FLOOD ZONE NO
ALQUIST-PRIOLO FAULT ZONE NO
LIQUEFACTION RISK VERY LOW
OCCUPANCY TYPE B
CONSTRUCTION TYPE V-B
LOT AREA 7500 SF
AVERAGE LOT SLOPE < 1%
NO. OF DWELLING UNITS 0
SETBACKS
NO CHANGE
NO CHANGE
NO CHANGE
NO CHANGE
R-2*
NO CHANGE
NO CHANGE
NO CHANGE
••
REQUIRED/ ALLOWED
FRONT (EAST) 0'-0" NO CHANGE 0'-0" MIN, 5'-0" MAX
REAR (WEST) 0'-0" NO CHANGE 0'-0"
LEFT SIDE (SOUTH) 0'-0" NO CHANGE 0'-0"
RIGHT SIDE (NORTH) 0'-0" NO CHANGE 0'-0"
EXISTING BUILDING AREA 5045 SF 5045 SF
ADDITION AREA 30 SF
TOTAL BUILDING AREA 5045 SF 5075 SF 15,000 SF (FAR 2.0) COVERAGE AREA 5987 SF NO CHANGE
COVERAGE PERCENTAGE 80% NO CHANGE
BUILDING HEIGHT - STORIES 1 NO CHANGE
BUILDING HEIGHT - FEET 26'-9" NO CHANGE 35'-0"
OFF STREET PARKING 3••• 3••• 3•••
• PROJECT IS FOR EMERGENCY HOUSING UNDER CBC APPENDIX P •• THERE ARE NO DWELLING UNITS, PROJECT PROVIDES NONTRANSIENT GROUP
PROJECT DESCRIPTION
The project is to convert an existing one story office building to an Emergency Shelter pursuant to the Richmond Municipal Code, an a E e e c si e 'fi i A i r ·a I he uses al only be permitted as long as
here is an official Declaration of Emergency by the City of Richmond.
The Project shall house up to 25 individual , whose occupancy will be more than 30 days.
The work includes replacing exterior windows, removing an existing gate, and a small addition for a rear vestibule and a ramp for accessibility requirements. Interior renovations include creating two new accessible Bathrooms, as well as work to comply with safety standards in the California Building Code.
PROJECT INFORMATION
ADDRESS
PARCEL NUMBER
OWNER
207 37th Street
Richmond, CA 94805
516-21 0-020
Lonnie Holmes
686 Humboldt Street
Richmond CA 94805
510-236-3388
[email protected]
PROJECT NARRATIVE
The project is to convert an existing one story office building to an Emergency Shelter pursuant to the Richmond Municipal Code, and as Emergency Housing as specified in Appendix P of the California Building Code. The facility will provide housing and minimal supportive services for individuals. Residency shall be limited to six months or less.
HOUSING FOR 25 RESIDENTS. The Project is located in the central downtown area of Richmond, near the city courthouse. ••• SEE SITE PLAN NOTES #7 & #8, SHEET A1 .2. The site is less than a block from MacDonald Avenue, which has several public transit lines DRAWING IND EX as well as commercial services. The DeJean campus of West Contra Costa Adult ~=~==~~-------------------------- Education is two blocks away.
ARCHITECTURAL
SHEET SHEET NAME
NO.
A1.1
A1.2
A1.3
A1.4
A1.5
A1.6
A2. 1
A2.2
A2.3
A2.4
A3.1
A3.2
A4.1
PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES
SITE PLAN
CONDITIONS OF APPROVAL PAGE 1 OF 2
CONDITIONS OF APPROVAL PAGE 2 OF 2
BEST MANAGEMENT PRACTICES, WASTE MANAGEMENT
FORMS
EXISTING/ DEMOLITION PLANS AND ELEVATIONS
LEVEL ONE FLOOR PLAN
LEVEL ONE REFLECTED CEILING PLAN
DETAIL PLANS, WINDOW AND DOOR SCHEDULE
ACCESSIBILITY NOTES
EXTERIOR ELEVATIONS
BUILDING SECTIONS
WALL SECTIONS, DETAILS
CODE INFORMATION
ZONING CODES:
DATE
29 Dec2023
29 Dec2023
not included
not included
not included
29 Dec2023
29 Dec2023
29 Dec2023
not included
not included
29 Dec2023
not included
not included
The Project shall be defined as Emergency Shelter per 15.04.104.020 of the Richmond Municipal Code (RMC). Per RMC Table 15.04.202.020 (L 11) "Up lo 25 beds are permitted ... " The RMC does not define Emergency Housing per California Building Code (CBC) Appendix P, the definition derives from Section 8698 of Title 2 of the State of California Government Code, which is consistent with the term Sheller.
The nearest known sheller is Nevin House, al 3215 Nevin Avenue, approximately 1150 feel from the project site.
The location is ideal for this purpose, ii is near transit and commercial activities, while being adjacent to residential neighborhoods to give a more appropriate atmosphere for the residents. The entrance is on a more commercial street; across from the side entrance of the St. John Missionary Baptist Church Administration Building, and Tuneup Masters automobile repair and maintenance.
The Project shall house residents in 7 rooms (6 dorm-like, 1 private). Current projections are for 3 rooms on the south side to have up to 11 beds for females, and 4 rooms on the north side shall house up to 14 male occupants. The make-up and distribution of occupants is subject to modification as demand changes, but shall not exceed 25 total residents unless a Conditional Use Permit for higher occupancy is first obtained.
There is a community Kitchen along the west side of the facility, and a community Dining Room in the center of the interior courtyard, as well as a community Entertainment Room on the north side. All facilities are equally accessible by all residents.
Outdoor space is provided by the existing enclosed courtyard at the center of the building, and at the north end of the existing parking lot there will be a small outdoor gathering place, set well back from the street, and partially enclosed by existing wing walls and a roof.
Landscape improvements are shown on the Site Plan on Sheet A 1.2, all plantings shall be in containers.
APPLICABLE BUILDING CODES: The existing site has a small parking lot on the west side with (3) parking spaces. However, The following Codes shall apply to this project: 2022 California Building Code (CBC), 2022 this lot is not compliant with City of Richmond standards as the existing 45° angled space is California Existing Building Code (CEBC), 2022 Mechanical Code (CMG), 2022 Electrical too short and/ or the drive aisle is too narrow. In addition, there is no accommodation for Code (CEC), 2022 Plumbing Code (CPC), 2022 California Green Building Standards accessible parking as required by California State codes. The lot is reconfigured to provide (CalGreen), and 2022 California Title 24 Energy Standards; all including errata and (2) standard parking spaces in tandem and (1) accessible space. The project will also JS~u~~I ~~t~a~a~i!;epg;e~!)b~~~- ~fftii;'c;!lo:!90~d,-...,,,,.-...,,--..,,,---v--v-v-..--..,,.-...,-...,,---v--v,Provide (5) bicycle parking spaces. II is physically impossible to provide more automobile BUILDING CODE ANALYSIS AND REQUIRED MODIFICATIONS: arking on the existing lot.
Occupancy Classification: R-2 Nontransient Congregate Residence> 16 Occupants.
Building Area: 5075 sf
Building Height: 1 story, 26'-9"
Construction Classification: Type V-B
Allowable Building Area per CBC Table 506.2: 7000 sf (non-sprinklered or S13R sprinklers) (Allowable area increases based on frontage have not been included) Allowable Building Height per CBC Table 504.3: 40' (non-sprinklered or S13R sprinklers) Allowable Number of Stories per CBC Table 504.4: 2 (non-sprinklered), 3 (S13R sprinklers) The existing building complies with CBC requirements for R-2 Occupancy with Type V-B construction.
The existing interior walls consist of;" gypsum wallboard over 3;" wood studs. Walls surrounding Sleeping Units shall be modified to provide a 1 hour Fire Partition per CBC 708 (30 minute with fire sprinkler system), either by adding a second layer of!" gypsum wallboard or providing new i" Type X gypsum wallboard. Doors shall be fire rated per CBC 716. Ducts penetrating Fire Partitions shall be protected per CBC 717.
FIRE SPRINKLERS AND ALARMS
The project will provide a Fire Sprinkler and a Fire Alarm system.
DEFERRED SUBMITTALS
Fire Sprinkler and Alarm systems drawings and calculations. o provide security for the facility a new person gate and vehicle gate shall be provided long the south side of the parking area. Both shall be made of open metal framework, pproximately 6' high. The vehicle gate shall slide horizontally with a motorized control, the erson gate shall be locked from the exterior and operate manually with code-approved exit ardware.
new fence shall be erected along the west side of the parking lot, which is currently open. t shall be 6'-0" high, constructed of wood and shall provide full screening with vertical and/ r horizontal boards.
he facility shall operate 24 hours per day, 7 days per week. Staffing will vary from 6-10 epending on the services being offered, with the maximum occurring during daytime hours, pproximately normal business hours. The main staff office is located in EXISTING FFICE 104. This space is adjacent to the Main Lobby, and has a service window opening o that space. The facility also has an extensive close-circuit camera system, with monitors nd controls in that office.
The following support services will be provided:
- Therapist Services will be provided by Dr. Cedric Jackson, Ph'd. - Vocational Services will be provided by the Career Center, Cyberess Mandela. - Occupational Therapy will be provided by Rebuilding Together East Bay Network/ Samuel Merritt University.
- Assistance with getting CA. Driver License, CA. ID cards, resume building and related ...:
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Project Team
VanMechelen Architects
Greg VanMechelen
732 Gilman Street
Berke~y. CA 94710
Tel: 510.558.1075
Fax: 510.558.1076
[email protected]
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PROJECT
INFORMATION
VICINITY MAP
GENERAL NOTES
Revision
&.PLANNING 2 • 29 Dec '23
&.PLANNING • 26 Mar'24
,ffi.PLANNING • 3 Apr '24
D,. •
D,. •
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Date: 21 November 2023
Drawn:
Scale:
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EXISTING SINGLE FAMILY RESIDENCE
3615 BISSELL AVENUE
EXISTING OFFICE BUILDING
3616 MACDONALD AVENUE
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POSSIBLY UNDER CONTROL OF CITIBANK
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00 207 37TH PARKIN LOT
26'-11" COURTYARD
1 EXISTING CITIBANK BRANCH OFFICE
3634 MACDONALD AVENUE
EXISTING CITIBANK PARKING LOT
100'-0"
PROPERTY LINE 100.00' N 79' 49' W - - - -
1 SUBJEC •
,
207 37TH STREET
P OPERTY LINE 100.00' N 79' 49' W
BISSELL AVENUE
1 1
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20 40 ft
SITE PLAN NOTES
BUILDING OUTLINE
NEIGHBORING HOUSES AND COMMERCIAL STRUCTURES
EXISTING FRONT/ MAIN BUILDING ENTRANCE
4 EXISTING/ NEW SECOND ACCESSIBLE BUILDING ENTRANCE WITH NEW ACCESS RAMP 5 EXISTING DRIVEWAY AND CURB CUT
6 REPAIR EXISTING SIDEWALK AS REQUIRED AND DIRECTED BY CITY OF RICHMOND. 7 REMOVE EXISTING PARKING SPACE STRIPING, SEE DEMOLITION PLAN NOTE #6 SHEET A1.5 8 TANDEM PARKING SPACES, SEE LEVEL ONE PLAN NOTE #5, SHEET A2.1. 9 ACCESSIBLE PARKING SPACE AND ACCESS AISLE. DUE TO SITE LIMITATIONS THE PROJECT
SEEKS AN EXCEPTION TO THE REQUIREMENT FOR A VAN ACCESSIBLE SPACE, AS THE
ADJOINING SPACE WOULD OVERLAP THE EXISTING GAS METER, AND WOULD MAKE IT IMPOSSIBLE TO PROVIDE AN EGRESS WINDOW FROM BEDROOM #109. 10 11
12 13
14 WHEEL STOP
REFUSE, RECYCLING AND COMPOST BINS
4'-0" HIGH SCREEN WALL, SEE ELEVATIONS ON SHEET A3.1 AND DETAIL 4/A3.1.
EXISTING GAS METER.
EXISTING ELECTRIC METER INSIDE BUILDING'S UTILITY ROOM.
NEW 6'-0" HIGH FENCE
PERSON GATE
ROLLING VEHICLE GATE
WALK PATH ON EXISTING ASPHALT. AL TERNA TE: REPLACE WITH PERVIOUS CONCRETE.
TRASH AND RECYCLING, SEE FLOOR PLAN SHEET A2.1
CLIENT CONGREGATION SHALL OCCUR INSIDE THE EXISTING BUILDING LOBBY, OR IF THE FACILITY IS NOT OPEN, SHALL OCCUR IN THE REARJ;&URTYARD.
RESIDENTS' OUTDOOR CONGREGATION AREA, 340 SF. i.I::,.
CONSTRUCTION STAGING AREA. MATERIALS SHALL BE STORED IN SUCH MANNER AS TO PREVENT LEAKAGE, OR BLOWING BY WINDS.
®) PROVIDE CAMERA INSPECTION AND CERTIFICATION OF EXISTING SEWER LATERAL, @
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REPLACE AS REQUIRED. PROVIDE CLEANOUT AT ANY BEND >45'.
SEE SHEET A3.1 FOR STREET ADDRESS SIGNAGE
PROVIDE NEW REFLECTORIZED PARKING SPACE IDENTIFICATION SIGN MIN. 70 SQARE INCHES, CONSISTENT WITH CBC 118-502.6 MOUNTED WITH BOTTOM OF SIGN MIN. 60" ABOVE THE PARKING SURFACE. SIGN THAT SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND AND SHALL IDENTIFY THE SPACE AS VAN ACCESSIBLE. SIGN SHALL ALSO STATE "MINIMUM FINE $250". AN ADDITIONAL SIGN SHALL BE POSTED EITHER; 1) IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR 2) IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE. THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES WIDE BY 22 INCHES HIGH. THE ADDITIONAL SIGN SHALL CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT OF 1 INCH THE FOLLOWING: "UNAUTHORIZED" VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE.
TOWED VEHICLES MAY BE RECLAIMED AT: OR BY TELEPHONING ." BLANK SPACES SHALL BE FILLED IN - - WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. @ PROVIDE POST MOUNTED SIGN MOUNTED MIN 60" ABOVE GRADE WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 7777-703.7.2.1 IN WHITE ON A BLUE BACKGROUND AND ADDITIONAL LANGUAGE WITH THE DESIGNATION 'VAN ACCESSIBLE'.
BICYCLE PARKING (5 SPACES)
EXTERIOR PATIO. ALL PLANTINGS SHALL BE IN CONTAINERS
EXTERIOR LIGHTING FIXTURES AT ENTRANCES AND COURTYARD ffi " ,9
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Greg VanMechelen
732 Gilman Street
Berke~y, CA 94710
Tel: 510.558.1075
Fax: 510.558.1076
[email protected]
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PROJECT INFORMATION
SITE PLAN
VICINITY MAP
GENERAL NOTES
Revision
&.PLANNING 2 • 29 Dec '23
~.PLANNING • 26 Mar'24
&.PLANNING • 3 Apr '24
6- •
6- •
6- •
Date: 21 November 2023
Drawn:
Scale:
A1 .2
2 of 6 Sheets
Copyright 2024 VanMechelen Architects
All Rights Reserved
11 111 11 I 11
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DEMOLITION NOTES
1 EXISTING DRIVEWAY AND CURB CUT TO REMAIN.
2 EXISTING GAS METER TO REMAIN.
3 EXISTING ELECTRIC METER INSIDE BUILDING TO REMAIN.
REMOVE EXTERIOR RAMP.
REMOVE EXISTING WOOD SCREEN STRUCTURES.
REMOVE EXISTING PARKING STRIPES. EXISTING PARKING DOES NOT COMPLY WITH CITY
OF RICHMOND PARKING STANDARDS AS EITHER THE SPACES ARE TOO SHORT OR THE DRIVE AISLE IS TOO NARROW.
(J) CUT EXISTING SLAB AS REQUIRED FDR DRAIN LINES, OR REMOVE ENTIRE SLAB. ® REMOVE EXISTING WALLS, DOORS, WINDOWS, PLUMBING FIXTURES AS INDICATED.
SALVAGE PER OWNER'S DIRECTION, AND DISPOSE PER REQUIREMENTS OF CALGREEN AND
CITY OF RICHMOND WASTE DIVERSION REQUIREMENTS
9 REMOVE EXISTING DOOR AND FRAME AND PREP OPENING FOR NEW FIRE RATED DOOR 10 REMOVE EXISTING SLIDING WINDOW AND PREP OPENING FOR INFILL FIRE RATED WALL. 11 REMOVE SECTION OF EXISTING WALL AS REQUIRED PER FLOOR PLAN ON SHEET f<l..1. 12 EXISTING ROLLING GATE AT FRONT DOOR SHALL BE REMOVED OR PERMANENTLY DISABLED IN THE OPEN POSITION.
@PROVIDE KNOX BOX FOR FIRE DEPARTMENT ACCESS.
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1.6 1/8" = 1'-0" 0 5 10 20 40 ft
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Greg VanMechelen
732 Gilman Street
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EXISTING
DEMOLITION PLANS
AND ELEVATIONS
Revision
&.PLANNING 2 • 29 Dec '23
~.PLANNING • 26 Mar'24
&.PLANNING • 3 Apr '24
6- •
6- •
6- •
Date: 21 November 2023
Drawn:
Scale:
A1 .6
3 of 6 Sheets
Copyright 2024 VanMechelen Architects
All Rights Reserved
LEVEL ONE PLAN NOTES
ALL DIMENSIONS ARE TO FACE OF FINISH, UNLESS
OTHERWISE NOTED.
[ [J------SEE FOR_A_ WALL TYPES
•sl.--+.====-=-=-==========-=-=--==========--=--=--==========-=-=-==========-=-:::...;=========:::...;:::...;::...:=========::...:::...:::....::=========::....::::...::::...::=====1--'a. ■■ ••ONE HOUR FIRE RATED INTERIOR WALL WITH 20 MINUTE I"" .. .._ .._ I' r==,:,i-----,------,,,----,,1,~--------------------->i.,---------------------------------------------------ai,---,-~U~---~ ~.... RATED DOORS. ~ ~ \ NEWCORRIDOR#127 .,_ NEWCORRIDOR#122 ~ )) EXISTINGDRIVEWAY,SEESITEPLANA1.1 " 13\ h.2 ~ ----H- /\3 _ /\3 1::..2 _ 1\3 1::..2 .,;. I WAL'rW-/AY,SEESITEPLANA1.1 '-----,___ ~ ,, , /3\ ,, , /3\ ~ ,, , /3\ ~ _<=- 3) EXISTINGGASMETER >11 ~ .... ;-< !i.iiii:•i!!Li•i! Ji rr [iiii]iSii[iiiJ liiiiiiii\ • I 4) EXISTING ELECTRIC METER : r '---fi'-0" • ;:: -,, • •• " ,_ ± '-8" • ' llirrr=zl ' '' I 1i PER DEMOLITION NOTE #5, SHEET A1.5 THE EXISTING r+-------,--,1 \ ,., ___ / ~. 0 • '--u • 1~--~'" MINn \ , .. ~·\==k=al=a==~,;_ __ \_-=:::::o=IJ--,1111 -=·\==k=la===~----\..:::::::C,;J-...~lj==c::::::...i.l/--------'~----------Jil I I PARKING DOES NOT COMPLY WITH RICHMOND MUNICIPAL fl ' I < ~ -· -· ~ ,. 1 '-9!" ""-- I ' ,. -4" ""-- ,_ / 19'-8!" TE - CODE MINIMUM STANDARDS. IN ADDITION THERE IS NO ;~ > I /\ V\ , • • ◄ • ◄ • ACCESSIBLE SPACE. THE RECONFIGURED PARKING , • • v1 \ i , 1 'i=> , , • ◄ ,--------,c.--c ◄ PROVIDES THE SAME QUANTITY OF PARKING WITH TANDEM I , lir-"fi".dlilill'Um~~/ ~ - ~ " , , , ~ - PARKING. WHICH WOULD BE FOR EMPLOYEE USE.
NEW BEDROOM #129 ~J
50CCUPANTS
' ... ~ BEDI ooM # _a._ ·~ ;:w MEN'S BATHRq1 • JEW BEDROOM #12· , 1 EW BEDROOM #124 , NEW ENTERTAINMENT#125 N _._c,,_,o=R.,_,,Rl=-Do=,1-:2_ ffi 1 NEw1Ex1sT1NGFENcE,sEEs1TEPLANA1.1
I 1 OCC PANT L - - - 7 .J ~ • ~ 4 OCCUPANTS ◄ ~ 4 OCCUPANTS ◄ ~ EXTERIOR RAMP WITH MAX 112 SLOPE. PROVIDE 1~"0 14'-91" ' I N _ ____,, □ I ,@ ~ > • ~ > ◄ ~ > ◄ ~ WOOD HANDRAIL BOTH SIDES, 34' ABOVE RAMP, 1~" CLEAR • \,..1 r-21" \ / , > ' N _ _,_,.,,, ◄ N , ◄ y FROM RAIL, RETURN AT ENDS. RAMP SHALL HAVE A MINIMUM , ' 1 , £~- -r~~1-~ > 111?1==:;;i-+---, > "--------t>'--;1""111 ◄ I WIDTHOF36"ABOVEHANDRAIL,ANDCLEARHEIGHTOF6'-8'. ~~=:J::::ie~~en~~~~~~~~~~er:::E~:: , 2'-H" • 7'-6" , t:J L.J ii;;i r ,,-r;~ / , ---,,,.~ , ~ --'1< I , • > ' , ' l'=====l;,c='l""I ' I PROVIDE SOLID WALL OR GUARDRAIL AT OPEN SIDE OF ~ " ~ if! " ~ if!" ~ ~ z . _ , , ,,,, '" 9 : > ' > ' > ' E - RAMP, MIN. 34" HIGH, DESIGNED TO PREVENT PASSAGE OF A ," ~ ~ '.b ~~ v '.b f!-'fl 11r~ J ~. 1,, => 0 ~=1«--9 ,!;; '' ,.- ' '"' t"'----...,(111 > > > , 1 4" 0 SPHERE 7_ 7_ ~ ~~7 ~v 'r\l10~~.~ ~
1 Jtr--.., • ' I t¼ I > Fl > F~ > =~ D I ®9 TRASHANDRECYCLINGSCREENWALL,SEE4/A3.1 .... , =I □~ 0 0 ),·.- "',,,~) _lllU ,, > ' , > ' , > ' • @ PROVIDEMIN.36"DEEPLANDINGATEXTERIORDOORS,MAX "° t!f/ -//! ~ +2,_11,,
1 IQ 7,_b,\"""/,::;;"KJN' 4,_ 1.. , ,!~vt=::::sS,E=:3if=---~--4~~i::t:==±===3J=aaa=--~--~'.'...~.n,~3E~ 3l-"--l( )~;:=:=fl rfs 1=l ~"BELOWINTERIORFINISH,MAX.2%SLOPE. ~ l~O" Ml ; V 'i' ~ • , V E=3«( II - @ NEW CONSTRUCTION VESTIBULE, WALLS UNDER EXISTING 5' ®-- 1 I~ ~____,.--EX~ 'ES, 8 I;:;'\ ROOF OVERHANG. MATERIALS TO MATCH EXISTING. <
1 1
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0 , ±6'-"'" 1:1111 ~ @ l[]\XISTINGNCOURTYARD @ 1e,; ____ ____ ® 1HOURRATEDROLLDOWNSHUTTERATINTERIORWINDOW. ~ ii • .. I q < @ PROVIDE GFI ELECTRICAL OUTLETS ON SIDE so THAT NO = ---=:;:::===j'k===:::::::===:::====='J VESTIBULE ' I ~ i J,i'I "'- • ~- COUNTER SPACE IS NO MORE THAN 2'-0" FROM AN OUTLET. L ' ADDITION I " /7-:V :::; I I V / I ~ ~ ~~~4'-+fl':_' -,,::;/I;'~ ~ @ PROVIDE MIN. (2) 20 AMP CIRCUITS TO COUNTERTOP ,. 8'-1YLAN ING c::, RAMP DOWN 12'-0" • 6'-0" LANDING I I EXG MECH 1 ft ~.-, J )ltEf' 117 - I - OUTLETS FOR SMALL APPLIANCES. -0" MINI UM ...- 1'-0" VERTICAL ' 5'-0" MINIMUM I ' ...,. .._________ @ PROVIDE SEPARATE CIRCUIT FOR REFRIGERATOR OUTLET.
I [ ~~--•,,._---~~I----,>-->------- • 1
00 I ® WASHER/ DRYER. PROVIDE SHUT-OFF VALVE. FOR ANY GAS I I ' ' ·,. 1:2,\ I I LINE. VENT DRYER TO THE WALL OR THROUGH THE ROOF. [ 0 / L. \ E (G AN 1 :i 3" fo\ I lo\ PROVIDE 30 AMP CIRCUIT TO LAUNDRY. PROVIDE LOUVERED [
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I \ LJ) ::i. I.'::) □ I DOOR FOR COMBUSTION AIR IF GAS FIRED DRYER IS ==!i!i!!([);jJ ] .• ~ '-6" . > ,~[E~~"'=========-u-:1, \ \ l"-1' PROVIDED. ] /[ 3'-9" _ "' 6'-2" ,, ,, 17'.,l" niAl!ETER ,. ':.,,.--.---..V,,.-B'-4~1'~', '- 16,_31,, J , § PROVIDE 240V OUTLET FOR POTENTIAL ELECTRIC DRYER. ==1:i;(r--il"',.o=-=11== '>----~' \ 12'-3" ."' ,f,-~!..._~~7"~'---------,f,f-------=m:ti:Otl=~~~t::t:::=----<~r--f~::'.':!._~C!l.,_ t--1,------~'!__------~. ~ , _, > ~ PROVIDE ADJUSTABLE SHELVES IN LINEN CLOSET @ .,!, "' .;: EXISTING LOBBY 1011 - t--- ~ > ~ 8 NEW PLUMBING FIXTURES SHALL HAVE THE FOLLOWING L'4 - / . 1 ·1 ·1 1,11::vv u11~ll'll:J , .. ' '\_ ·1 _.., ~ - -· ==!i!•C::::a:4il"'J=]=II== ~ @--"' r, / ,,r- FLOW RATES:
] I ~ .. - K CHEN 114 ---------- I I/ f 111\
1 0 . 2 .f\ / TOILETS: EFFECTIVE FLUSH VOLUME SHALL NOT ==1;;;lC;::a:4,..,.0=]=11== I 1 @ .,;, 1 '~~~~~=====~ 1 io\ ~IY EXCEED 1.2s GALLONS PER FLUSH ( [2) I ~ I.'::) □ SHOWERHEADS MAX1.8GPM@80PSI
~•c::::a:4,..,.0=1=11== ~4 l[] ~-----,;,="1~%-Y !2 I I LAVATORY FAucETs: MAX o.5 GPM @60 Psi ] I / / 'J -'_j 10'-4" ~ , _ \ I, .'· I I KITCHENFAUCETS: MAX1.8GPM@60PSI 1' , ---,--7 @ WRAPALLEXPOSEDHOTWATERPIPESWITHMIN.R-4
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INSULATION
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1 NEWHOTWATERHEATER
@ SHOWER SHALL HAVE A MIN. 1024 SQ IN OF INTERIOR AREA, AND PROVIDE SPACE FOR A MIN. 30"0 CIRCLE. GLASS IN
SHOWER ENCLOSURES SHALL BE APPROVED SAFETY GLASS,
AND SHOWER DOORS, IF PROVIDED SHALL BE MIN. 24" CLEAR
WIDTH AND SHALL OPEN OUTWARD FROM THE SHOWER
COMPARTMENT PROVIDE NONABSORBENT WALL SURFACE
TO MIN. 6' ABOVE FLOOR AT TUB/ SHOWER.
AREA OF RESCUE ASSISTANCE
NEW WINDOW
NEW EGRESS/ RESCUE WINDOW AT BEDROOMS. SEE DOOR
AND WINDOW SCHEDULE SHEET A2.5 FOR REQUIREMENTS.
INTERIOR SECURITY DOORS SHALL BE LOCKED FROM LOBBY
SIDE AND SHALL REMAIN OPERABLE FROM CORRIDOR SIDE
AT ALL TIMES WITHOUT SPECIAL TOOLS OR KNOWOLEDGE.
DOORS SHALL ALSO BE ELECTRONICALLY CONTROLLED
FROM OFFICE.
TEMPERED SAFETY GLAZING
WALL LEGEND
NEW WALL
EXISTING WALL TO REMAIN
EXISTING WALL REMOVED
Project Team
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VanMechelen Architects
Greg VanMechelen
732 Gilman Street
Berl<e~y, CA 94710
Tel: 510.558.1075
Fax: 510.558.1076
[email protected]
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FLOOR PLAN
Revision
&.PLANNING 2 • 29 Dec '23
~.PLANNING • 26 Mar'24
&.PLANNING • 3 Apr '24
6- •
6- •
6- •
Date: 21 November 2023
Drawn:
Scale:
A2.1
4 of 6 Sheets
Copyright 2024 VanMechelen Architects
All Rights Reseived
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LEVEL ONE CEILING PLAN
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NEW DINING HALL
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Greg VanMechelen
732 Gilman Street
Berke~y, CA 94710
Tel: 510.558.1075
Fax: 510.558.1076
[email protected]
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CEILING PLAN
Revision
&.PLANNING 2 • 29 Dec '23
~.PLANNING • 26 Mar'24
&.PLANNING • 3 Apr '24
6- •
6- •
6- •
Date: 21 November 2023
Drawn:
Scale:
A2.2
5 of 6 Sheets
Copyright 2024 VanMechelen Architects
All Rights Reserved
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- I
NORTH RIGHT ELEVATION
1/4" = 1'-0"
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WEST REAR ELEVATION
1/4" = 1'-0"
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2 n 7 L A w B II I L D I N r,
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EAST FRONT ELEVATION
1/4" = 1'-0" 0 1 2 5 10 20 ft
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FRONT HOUSE ELEVATION NOTES
EXISTING GRADE
PAINTED WOOD OR FIBERGLASS WINDOWS AND DOORS, TYP.
STUCCO TO MATCH EXISTING
EXTERIOR GUARD RAIL, WOOD SUPPORTS WITH DECORATIVE
METAL INFILL. 42" HIGH WITH NO OPENING ALLOWING
PASSAGE OF 4" 0 SPHERE,
®
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STREET ADDRESS SIGN -SIGN SHALL BE BE ARABIC
NUMBERS MIN. 4" IN HEIGHT WITH MIN. 0.5" STROKE
THICKNESS, COLOR TO CONTRAST BACKGROUND.
EXISTING INTAKE VENT TO REMAIN.
±4'-0" ENCLOSING WALLS FOR SOLID WASTE, SEE DETAIL
4/A3.1
@
9 PERSON GATE
@ SIGN INDICATING THIS IS THE ACCESSIBLE ENTRANCE AND
DIRECTIONS TO MAIN ENTRANCE. SIGN SHALL ALSO
INCLUDE INSTRUCTIONS FOR BUZZER ACCESS.
WELCOME SIGN ABOVE
VEHICLE GATE
FENCING
ACCESSIBLE ENTRANCE DIRECTION SIGNAGE
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METAL CAP FLASHING
PEEL AND STICK FLASHING
BUILDING PAPER OR TYVEK
FIBER CEMENT SIDING
FIBER CEMENT SIDING
BUILDING PAPER OR TYVEK
2X4 FRAMING AT 24" 0.C.
i" PLYWOOD EACH SIDE
4X4 PT SILL PLATE
;" ANCHOR BOLT AT 48" O.C.
CONCRETE FOOTING
EXISTING ASPHALT
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1 1'-0"
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SOLID WASTE SCREEN SECTION
1 1/2" = 1 '-0"
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Project Team
VanMechelen Architects
Greg VanMechelen
732 Gilman Street
Berkeley, CA 94710
Tel: 510.558.1075
Fax: 510.558.1076
[email protected]
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EXTERIOR
ELEVATIONS
DETAILS
Revision
,:L.PLANNING 2 • 29 Dec '23
&.PLANNING • 26 Mar '24
~.PLANNING • 3 Apr '24
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Date: 21 November 2023
Drawn:
Scale:
A3.1
6 of 6 Sheets
Copynght 2024 VanMechelen Architects
All Rights Reserved