POINT ARENA CITY COUNCIL
AGENDA ITEM SUMMARY
AGENDA ITEM: VIII A
MEETING DATE: 3/28/2023
TITLE
Veterans Hall Planning/Technical Assistance Grant Progress Update
RECOMMENDED ACTION
1) Receive the update on the final design process of the Veteran’s Hall renovation. 2) Direct Staff to start on the required permitting processes required by the grant.
ANALYSIS
In 2017, the City applied to the California Housing & Community Development Department (HCD) for a Community Development Block Grant (CDBG) to fund the design of a renovation of the Vets’ Hall /Senior/Community Center building. Much to the City’s CDBG consultant’s surprise, it was denied.
Not being easily discouraged, the City Council in January 2020 approved Resolution 2020- 03 to submit a reworked CDBG Planning & Technical Assistance Grant application to HCD.
The grant was for funding to provide planning, engineering, design, NEPA environmental review and construction documents for phase 1 of the
Community/Senior/Recreational/Veterans Center Facility Improvement Project. The grant application was approved for $250,000.
Parallel to the grant application process, the City issued a RFQ (Request for Qualifications) for architectural services. The RFQ was sent to numerous architectural firms requesting proposals for their services on the Community Center project.
The RFQ process closed in March of 2020 with four architectural firms responding. An evaluation committee of Jeff Lucas (CDS), Dan Obermeyer (CDS), Paul Andersen, Jason Island (SHN) and Richard Shoemaker discussed and rated the proposals.
In that same month, the City was notified that its grant application would be funded but not to start on the project until we received the HCD’s letter of award and completed the grant agreements with HCD.
At the 4/14/20 the City Council Meeting, the Council accepted the recommendation of the architectural firm review committee and approved the proposal of Alameida Architecture.
Project and contract discussions with the firm started, but no contract could be signed until the notice to expend funds was received by the City from HCD.
The City did not receive the official notice of grant award until December of 2020. The actual authorization to expend funds was not received until July 7, 2021.
The Contract with Alameida was approved at the July 27, 2021, Council meeting. This was 15 months after the initial proposal and acceptance. Base rates in the contract did not change during that period. What did change was the cost of construction.
The first public workshops about the project started within a couple of weeks. Part of the process was an online community survey and paper surveys. Discussions with Coastal Seniors Inc. about their needs in the building started soon after that. Those discussions proceeded for several months. All parties were invited to participate in discussions about the project.
There were several public discussions and updates at Council meetings about the project in 2021 and 2022. Those included funding, project descriptions, project schematics and constructions costs. The talks with Coastal Seniors (CSI) included them sharing design costs for elements that would push the design budget over the grant amount. Finally, discussions moved to the point that the design would need to be toned down due to the lack of participation of CSI in funding design costs.
The Architect, City Staff and the Council’s Vets Hall Committee put in literally hundreds of hours to get us to the point in April 2022 that the City Council faced the task of deciding on two renovation design options for the Veteran’s Hall with two different construction budgets.
Four scenarios were proposed by the Ad Hoc Committee and the Architect to the full City Council whose work was to choose 2 versions and direct your Architect, Don Alameida to comeback with more detailed schematics and cost estimates for those two design choices.
The effort was also to reduce the costs of the previous projects presented that require funding significantly beyond the grant funds.
The Vets Hall Ad Hoc committee and your architect, Don Alameida, explored the two design options that would be brought forward for a final decision on a final facility renovation schematic. After numerous Ad Hoc committee, Staff and Architect meetings the two design options and their estimated construction costs were brought to the Council on 8/23/22. With some minor modifications the Committee recommended schematic option #2 (kitchen pop-out version with a smaller office extension).
On 8/23/22 the full Council voted to pursue option #2, Since that time Don Alameida has been working to incorporate the modifications requested and has begun the detailed drawings from which the construction documents will be created.
With this set of progress plans we have a design plan that is ready to proceed through the NEPA (National Environmental Protection Act) determination and the CDP (Coastal Development Permit) processes. The final size of the project and its overall footprint has been reduced to a size that the NEPA/CEQA processes should be reasonably straight forward.
The other studies necessary to fulfill grant requirements and to complete a bid ready design have been performed for the project. These studies are the property survey, geologic conditions report, as well as biological and botanical studies. A final project description has been written.
We have reached the point that it is time for our planning staff to prepare the documents to go through the standard Coastal Development Process. Other local, State and Federal agencies will be contacted and a noticed public hearing scheduled.
Project Architect Don Alameida will be presenting a Power Point on the project. He and Staff will answer questions.
FISCAL IMPACT
The cost of the permitting process which is part of the grant. The final estimated construction cost may require approximately $40,000 of City funds.
ATTACHMENTS
1) Design Plans as of 3/21/23
CITY MANAGER SIGNATURE
_________________________________ ____________________________________ Richard Shoemaker, Special Projects Manager Paul Andersen, City Manager Scale
Project numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
3/21/2023 1:17:39 PM
41000 CA HWY 1
POINT ARENA CA
A-0
COVER SHEET
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
APPLICABLE CODES
PROJECT DESCRIPTIONSCOPE OF WORKMODERNIZATION OF EXISTING STRUCTURE ANDADDITIONS TO THE NORTH FOR FOOD DISTRIBUTIONCENTER AND ADDITION TO THE SOUTH AS SENIORCENTER OFFICES.
CITY OF POINT ARENA
VETERAN'S BUILDING / SENIOR CENTER IMPROVEMENTS
DRAWING INDEX
A-0 COVER SHEETA-0.1 CONCEPT RENDERINGSA-1 SITE PLANA-1.2 DEMOLITION PLANA-2 FLOOR PLANA-2.1 DIMENSION PLANA-2.2 KITCHEN LAYOUT PLAN & INTERIOR
ELEVATIONS
A-3 EXTERIOR ELEVATIONSA-4 BUILDING SECTIONSA-5 INTERIOR ELEVATIONSA-5.1 INTERIOR ELEVATIONSA-6 REFLECTED CEILING PLANA-7 ROOF PLANA-11 WALK IN COOLER / FREEZER DETAILSA-12 SUSPENDED CEILING DETAILSS-0 STRUCTURAL GENERAL NOTES AND
LEGENDS
S-1 FOUNDATION PLANS-2 ROOF FRAMINGS-3 FOUNDATION DETAILS
DIRECTORY
ARCHITECT:ALAMEIDA ARCHITECTURE555 SOUTH MAIN STREET, SUITE 2SEBASTOPOL, CALIFORNIA 95472(707) 824-1219www.alameida.comOWNER:CITY OF POINT ARENA451 SCHOOL STREET24000 S. HIGHWAY 1POINT ARENA CA 95468CITY MANAGER RICHARD SHOEMAKER
VICINITY MAP
SITE41000CA-HWY. 1
ARCHITECTURAL
NORTH
BID ALTERNATESALTERNATE ONE (ADDITIVE) :
ALTERNATE TWO (ADDITIVE):
No. Description Date
PARTIAL LIST OF APPLICABLE CODES2022 California Administrative Code (CAC). Part 1. Title 24 CCR* 2019 California Building Code (CBC), Part 2.Title 24 CCR (2018 International Building Code, Vol. 1 & 2. and 2021 California amendments 2022 California Electrical Code (CEC). Part 3. Title 24 CCR (2017 National Electrical Code and 2021 California Amendments) 2022 California Mechanical Code (CMC), Part 4. Title 24 CCR (2018 IAPMO Uniform Mechanical Code and 2021 California amendments) 2022 California Plumbing Code (CPC), Part 5, Title 24 CCR (2021 IAPMO Uniform Plumbing Code and 2021 California amendments) 2022 California Energy Code (CEC). Part 6, Title 24 CCR2022 California Fire Code (CFC), Part 9. Title 24 CCR (2018 International Fire Code and 2021 California Amendments) 2022 California Existing Building Code (CEBC). Part 10. Title 24 CCR (2018 International Existing Building Code and 2021 California Amendments) 2022 California Green Building Standards Code (CALGreen), Part 11, Title 24 CCR2022 California Referenced Standards Code, Part 12. Title 24 CCR Title 19 CCR, Public Safety, State Fire Marshal Regulations 2016 ASME A17.1/CSA B44-13 Safety Code for Elevators and Escalators PARTIAL LIST OF APPLICABLE STANDARDS2010 ADA Standards for AccessibilityNFPA 13 Standard for the Installation of Sprinkler Systems (CA amended) 2022 Edition NFPA 14 Standard for the Installation of Standpipe and Hose Systems 2022 EditionNFPA 17 Standard for Dry Chemical Extinguishing Systems 2022 Edition NFPA 17A Standard for Wet Chemical Extinguishing Systems 2022 EditionNFPA 20 Standard for the Installation of Stationary Pumps for Fire Protection 2022 EditionNFPA 22 Standard for Water Tanks for Private Fire Protection 2022 EditionNFPA 24 Standard for the Installation of Private Fire Service Mains and Their Appurtenances 2022 Edition
NFPA 72 National Fire Alarm and Signaling Code (CA amended); 2022 Edition NFPA 80 Standard for Fire Doors and Other Opening Protectives 2022 EditionNFPA 2001 Standard on Clean Agent Fire Extinguishing Systems 2022 Edition UL 300 Standard for Fire Testing of Fire Extinguishing Systems for Protection of Commercial Cooking Equipment 2022 (R2010) UL 464 Audible Signaling Devices for Fire Alarm and Signaling Systems.
Including Accessories 2022 Edition
UL 521 Standard for Heat Detectors for Fire Protective Signaling Systems 1999 EditionUL 1971 Standard for Signaling Devices for the Hearing Impaired 2002 EditionICC 300 Standard for Bleachers. Folding and Telescopic Seating. and Grandstands 2017 Edition
For a complete list of applicable NFPA standards re1eto 2016 CBC (SFM) Chapter 35 and California Fire Code Chapter 80.See California Building Code, Chapter 35, for State of California amendments to the NFPA Standards.
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
Scale
Project numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
3/21/2023 1:17:45 PM
41000 CA HWY 1
POINT ARENA CA
A-0.1
CONCEPT
RENDERINGS
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
No. Description Date
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
Scale
Project numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
1" = 20'-0"
3/21/2023 1:17:54 PM
41000 CA HWY 1
POINT ARENA CA
A-1
SITE PLAN
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
No. Description Date
A-1 1" = 20'-0"
1 SITE PLAN - CIVIL
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
REMOVE ALL NON-BEARING
PARTIONS AND SUSPENDEDCEILING
REMOVE ALLPLUMBING, ELECTRICALAND MECHANICAL FIXTURES& EQUIPMENT
REMOVE KITCHEN EQUIPMEN &RANGE HOOD, SALVGE FOROWNER'S REUSE
REMOVEGREASE TRAP
REMOVE BAR &EQUIPMENT
REMOVEPARTITIONSAND WINDOWS
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
1/8" = 1'-0"
3/21/2023 1:17:56 PM
41000 CA HWY 1
POINT ARENA CA
A-1.2
DEMOLITION PLAN
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
No. Description Date
A-1.2 1/8" = 1'-0"
1 DEMOLITION PLAN
GENERAL DEMOLITION NOTES:
DEMOLITION DRAWINGS ARE SCHEMATIC, REMOVEALL WORK AS INDICATED AND AS NECESSARY TOCOMPLETE NEW CONSTRUCTION. REFER TOMECHANICAL, ELECTRICAL AND STRUCTURALDRAWINGS FOR ADDITIONAL DEMOLITION.OWNER TO REMOVE FURNITURE, STOREDMATERIAL AND MOVABLE EQUIPMENT FROMBUILDING PRIOR TO DEMOLITION.ALL UTILITIES INCLUDING BUT NOT LIMITED TOELECTRICAL, GAS, SEWER, FIRE ALARM, AND DATAPRIOR TO COMMENCING WITH DEMOLITION.CONTRACTOR TO NOTIFY UNDERGROUNDSERVICES ALERT (USA) (800) 642-2444 AND OTHERAPPROPRIATE ENTITIES AT LEAST 48 HOURS INADVANCE.. CONTRACTOR NOT TO COMMENCEWITH DEMOLITION OR EXCAVATION PRIOR TO ALLUTILIES BEING IDENTIFIED AND MARKED ON SITE.PRIOR TO DEMOLITION REFER TO HAZARDOUSMATERIAL SURVEY AND ABATEMENTDOCUMENTATION PROVIDED BY THE OWNER.COORDINATE WORK WITH HAZARDOUS MATERIALCONTRACTOR AS DIRECTED BY OWNER, SEESPECIFICATIONS GENERAL CONDITIONS FORFURTHER INFORMATION REGARDING DISCOVERYOF HAZARDOUS MATERIALS DURING DEMOLITIONOPERATION.VERIFY EXISITNG CONDITIONS AND INVERTELEVATIONS AT UNDERGROUND UTILITIES,INCLUDING BUT LIMITED TO ELECTRICAL, ,COMMUNICATIONS, SEWER, STORM DRAIN,PLUMBING AND IRRIGATION PRIOR TOCOMMENCING WORK, CUT BACK UTILITIES TO FOURFEET FROM OUTLINE OF NEW ADDITIONS, PROTECT/ COVER OPENINGS WHERE EXISTING UTILITIES TOBE CONNCTED TO NEW BUILDING FROMDEMOLITION DEBRIS. CAP ALL UTILITIES THAT ARETO BE ABANDONED.PLANS PREPARED FROM ALL KNOWN INFORMATIONPROVIDED BY THE OWNER AND SURVEYOR,EXISTING OR CONCEALED CONDITIONS MAY EXIST,NOTIFY ARCHITECT OF ANY DECREPANCIES ORUNDOCUMENTED UTILITIES.CONTRACTOR RESPONSIBLE FOR ALL SHORING,BRACING AND SUPPORTS TO PROTECT ADJACENTAREAS FROM DISPLACEMENT OR SETTLEMENT.ALL DEMOLISHED MATERIAL IS THE PROPERTY OFTHE CONTRACTOR AND TO BE REMOVED IN ALEGAL MANNER. PRIOR TO DEMOLITION OWNER TOINDICATE ANY ITEMS TO BE SALVAGED ANDDELIVERED BY CONTRACTOR TO THE OWNER.CONTRACTOR TO COMPLY WITH ALL LOCAL, STATEAND FEDRAL ORDINANCES AND LAWS DICTATINGACCEPTABLE NOISE, ODOR , DUST AND DEBRISMITIGATING MEASURES AND MINIMIZE IMPACT TOADJACENT BUILDINGS, SITE AND ROADWAYS.
1.2.3.4.5.6.7.8.9.10. PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
165 SF
MEN
1 96 SF
STOR. 1
2 96 SF
UTILITY
3 486 SF
KITCHEN
4 160 SF
CITY OFFICES
9 141 SF
OFFICE
10 236 SF
CITY OFFICES
11 217 SF
CITY STORAGE
13 116 SF
SHERIFF
14 96 SF
SHERIFF
15 1011 SF
DINING / RECEPT.
16 178 SF
LOBBY
17 176 SF
WOMEN
18 1575 SF
ASSEMBLY
20 22 SF
HVAC
22 354 SF
DISTRIBUTION
26 61 SF
REFRIG.
28 COVEREDENTRY
61 SF
FRZER.
29 434 SF
SENIOR OFFICES
30 237 SF
CONFERENCE
31 BAR & COFFEESERVICE
64 SF
STORAGE
33 R 2' - 6"
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
1/8" = 1'-0"
3/21/2023 1:17:57 PM
41000 CA HWY 1
POINT ARENA CA
A-2
FLOOR PLAN
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
A-2 1/8" = 1'-0"
1 FLOOR PLAN
No. Description Date
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
32' - 0 1/2"
17' - 4 1/8"
19' - 4 1/4"
23' - 4 7/8" 9' - 7 1/2" 4' - 3"
14' - 3"
4' - 11 1/4"
5' - 9 7/8"
6' - 0"
37' - 0"
22' - 3 1/2"
19' - 5 7/8" 14' - 8"
16' - 8 5/8"
44' - 10 1/8"
15' - 9 1/2"
2' - 5"
25' - 3 1/8" 25' - 3 1/8"
3' - 10" 9' - 5 3/4" 4' - 10 5/8" 9' - 5 3/4"
10 10 10 20
20 2020
20 2020
10 10
10 10 10
20 70
5872
56 100
51 36
35 46
97 27
48 99
28 74 65
23 909192
82 79
50 77
42 217 SF
CITY STORAGE
13 116 SF
SHERIFF
14 96 SF
SHERIFF
15 160 SF
CITY OFFICES
9 141 SF
OFFICE
10 236 SF
CITY OFFICES
11 1575 SF
ASSEMBLY
20 434 SF
SENIOR OFFICES
30 237 SF
CONFERENCE
31 176 SF
WOMEN
18 23 SF
CLOS.
19 1011 SF
DINING / RECEPT.
16 178 SF
LOBBY
17 96 SF
UTILITY
3 486 SF
KITCHEN
4 96 SF
STOR. 1
2 165 SF
MEN
1 354 SF
DISTRIBUTION
26 61 SF
REFRIG.
28 61 SF
FRZER.
29 199 SF
COORD.
34 A-2.1
2 A-2.1
3 A-2.1
4 7' - 2"
2' - 11 1/2" 10' - 0"
2' - 3 1/2" 11' - 4"
7' - 6 1/2" 10' - 2 3/8" 8' - 2 1/8"
3' - 1" 2' - 7 1/4" 1' - 6 1/2"
2' - 0"
4' - 6 1/2" 2' - 7 5/8"
3' - 8"
13' - 8 3/8"
5' - 0 1/4"
6' - 9 3/8" 9' - 5 5/8"
1' - 8"
4' - 4"
1' - 6"
4' - 6 7/8"
1' - 9 7/8"
MIN.
1' - 6"
M
IN
.
1' - 6"
M
IN
.
1' - 6"
6' - 5"
MIN.
1' - 0"
ACC 30X48
ACC 30X48
M
IN
.
5' - 2 1/4" 2' - 4 1/2"
6' - 1 7/8"
P.T.DISP.
P.T.DISP.
WAISTCHUTE
6' - 6 1/8"
8' - 10 5/8"
5' - 3 1/8" 5' - 5 5/8"
2' - 0 1/2"
1' - 6"
5' - 0 3/8" 9' - 7"4' - 8" 1' - 0"
1' - 8 3/8" 1' - 8" ACC 30X48 ACC 30X48
5' - 8 1/8"
P.T.DISP/WAIST
P.T. DISP.
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
As indicated
3/21/2023 1:17:59 PM
41000 CA HWY 1
POINT ARENA CA
A-2.1
DIMENSION PLAN
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
No. Description Date
A-2.1 1/8" = 1'-0"
1 DIMENSION PLAN
A-2.1 1/4" = 1'-0"
2 KITCHEN DIMENSION PLAN
A-2.1 1/4" = 1'-0"
3 MENS RESTROOM DIMENSIONPLAN
A-2.1 1/4" = 1'-0"
4 WOMENS RESTROOMDIMENSION PLAN
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
165 SF
MEN
1 96 SF
STOR. 1
2 96 SF
UTILITY
486 SF 3
KITCHEN
4 178 SF
LOBBY
17 354 SF
DISTRIBUTION
61 SF 26
REFRIG.
28 61 SF
FRZER.
29 1 S0-1
RG-1
HC-1 OW-1
OW-1OW-1OW-1
MX-1
3 2
2 SS-2
SS-1
KITCHEN EQUIPMENTSEE SCHEDULE
REF/FREZ.BY OWNER
RANGE STEAMER OVEN
(N) HOOD
(E) COLUMN
HANDSINK
KITCHEN HOOD
3 COMPART. SINK (BEYOND)
RANGE
S.S. RACK
SANITIZER/DISHWASHER
REF./FREZ. BY OWNER (BEYOND)
ROLLU UP DOOR
3 COMPARTM'TSINK
HC-1 220-36 222-36 222-36 220-48
301-24 302-36
222-21 222-21
220-36 220-36
222-42
220-36 220-36
222-21 222-21
220-48 222-36 222-36
220-36
302-36 301-24
HC-1
DW-1
MX-1 RG-1
S0-1
222-42
300-48
220-36.1 230-36.1
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
1/4" = 1'-0"
3/21/2023 1:18:01 PM
41000 CA HWY 1
POINT ARENA CA
A-2.2
KITCHEN LAYOUT
PLAN & INTERIOR
ELEVATIONS
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
A-2.2 1/4" = 1'-0"
1 KITCHEN LAYOUT PLAN
No. Description Date
A-2.2 1/4" = 1'-0"
2 KITCHEN - NORTH
A-2.2 1/4" = 1'-0"
3 KITCHEN - WEST
A-2.2 1/4" = 1'-0"
4 KITCHEN EAST
A-2.2 1/4" = 1'-0"
5 KITCHEN SOUTH
A-2.2 1/4" = 1'-0"
6 ISLE CASEWORK - WEST SIDE
A-2.2 1/4" = 1'-0"
7 ISLE CASEWORK - SOUTH SIDE
A-2.2 1/4" = 1'-0"
8 ISLE CASEWORK - NORTH SIDE (EAST SIDE SIM.)
A-2.2 1/4" = 1'-0"
9 KITCHEN CASEWORK PLAN
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
FLOOR SLAB
0' - 0"
EXISTIG PLATE
10' - 6"
N. ANNEX PLATE
9' - 6"
HORIZ. CEMENTITIOUSSIDING
CEMENTITIUOSTRIM (TYP.)
PARAPETCOPING
ANNEX
FOOD SERVICE
MODIFICATIONS TO
EXISTING STRUCTURE
ANNEX
SENOR CTR.
(N) DUALGLAZED WINDOWS(TYP.)
(N) ENTRY CANOPYBID ALTERNATE # ___
REMOVE ALL (N) STOREFRONT ENTRYVINYL SIDINGREPLACE WITHCEMENTITIOUS SIDING eNTRY DOORS TOSENIOR ANNEX
6" CONCRETE CURB @ALL NEW EXTERIORWALLS
CEMENTITIOUSTRIM (TYP.)
FASCIA TOP OF PARAPET
12' - 6"
SOUTH ANNEX
12' - 0"
FLOOR SLAB
0' - 0"
EXISTIG PLATE
10' - 6" N. ANNEX PLATE 9' - 6"
(N) SINGLE PLY ROOFINGO/ EXISTING STRUCTURE
ROOF @ ANNEX SENIOR ANNEX (BEYOND)
ROOF TOP REFRIG./FREEZER EQUIP.BEHIND PARAPET
COVERED ENTRYBID ALTERNATE
STEELCOLUMNS HORIZ.
CEMENTITIOUSSIDINGCEMENTITIUOSTRIM (TYP.)
(N) DUAL GLAZED WINDOWSIN EXISTING OPENITNS(TYP. THIS ELEVATION) (N)ALUMN / GLASS DOORSIN EXISTING OPENING
FOOD SERVICE ANNEX
TOP OF PARAPET
12' - 6"
FLOOR SLAB
0' - 0"
SENIOR ANNEX
SINGLE PLY ROOFINGO/ EXISTING STRUCTURE
SINGLE PLY ROOFINGO/(N) STRUCTURE
SINGLE PLY ROOFINGO/ EXISTING STRUCTURE
DUAL GLAZEDWINDOWS(TYP.)
(N) ALUMINUMGLASS ENTRYDOORS
HORIZ.CEMENTITIOUSSIDINGCEMENTITIUOSTRIM (TYP.)
SOUTH ANNEX
12' - 0"
FLOOR SLAB
0' - 0"
EXISTIG PLATE
10' - 6" N. ANNEX PLATE 9' - 6"
SINGLE PLY ROOFINGO/ EXISTING STRUCTURE
HORIZ.CEMENTITIOUSSIDINGCEMENTITIUOSTRIM (TYP.)
(N) FRP DOORS AND FRAMEIN (E) OPENING
DUAL GLAZED WINDOWS(TYP.)
SINGLE PLY ROOFINGO/ (N) STRUCTURE
TOP OF PARAPET
12' - 6"
SOUTH ANNEX
12' - 0"
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
1/8" = 1'-0"
3/21/2023 1:18:03 PM
41000 CA HWY 1
POINT ARENA CA
A-3
EXTERIOR
ELEVATIONS
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
A-3 1/8" = 1'-0"
1 East
A-3 1/8" = 1'-0"
2 North
A-3 1/8" = 1'-0"
3 South
A-3 1/8" = 1'-0"
4 West
No. Description Date
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
FLOOR SLAB
0' - 0"
EXISTIG PLATE
10' - 6" N. ANNEX PLATE 9' - 6"
TOP OF PARAPET
12' - 6"
(N) SINGLE PLY ROOFINGO/ EXISTING STRUCTURE
OFFICE
CORR.
ASSEMBLY DINING & RECEPT.
LOBBY
SUSPENDED CEILINGTIGHT TO UNDERSIDE OF (E)MOMENT FRAMES
MOMENTFRAME BEYOND
ROLL UPCOUNTER DOOR
FLOOR SLAB
0' - 0"
ROOF RIDGE
15' - 6 5/8"
N. ANNEX PLATE
9' - 6"
SOUTH AFNNEX (BEYOND)
STORAGE
SLOPED SUSPENDEDCEILING
FOOT RAILSERVICE BAR
STORAGECASEWORK
FLOOR SLAB
0' - 0"
N. ANNEX PLATE
9' - 6"
TOP OF PARAPET
12' - 6"
SOUTH ANNEX
12' - 0"
ASSEMBLY DINING
(BEYOND)
FLOOR SLAB
0' - 0"
EXISTIG PLATE
10' - 6"
SOUTH ANNEX
12' - 0"
SENIORANNEX
ASSEMBLY
KITCHEN
SUSPENDED SLOPED CEILING
5/8" DRYWALLCEILING
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
1/8" = 1'-0"
3/21/2023 1:18:06 PM
41000 CA HWY 1
POINT ARENA CA
A-4
BUILDING SECTIONS
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
A-4 1/8" = 1'-0"
1 LONGITUDAL SECTION - NORTH
A-4 1/8" = 1'-0"
2 LONGITUDAL SECTION - SOUTH
A-4 1/8" = 1'-0"
3 LATITUDAL SECTION - EAST
A-4 1/8" = 1'-0"
4 LATITUDAL SECTION - WEST
No. Description Date
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
5/8" DRYWALL
(TYP.)
BAR COUNTER (BEYOND)
STORAGE
ENTRYFROM LOBBY
SHELVING (BEYOND) (N) DUAL GLAZED
WINDOWS5/8" DRYWALL
RUBBER BASE (TYP.)
PENDANT LIGHTS
5/8" DRYWALL
ENTRY TOCONFERENCE
STORAGE
PENDANT LIGHTS
SUSPENDEDACC TILE
DOORS TO LOBBY
5/8" DRYWALL
ROLL UP COUNTER DOOR
COUNTER
BAR /COFFEE SERVICE
ACCESSIBLE SERVICE EXITR DOOR
STOREFRONT ENTRY
PENDANT LIGHT
TRACKLIGHTING(TYP.)
5/8"DRYWALL
ALUM. DOORS
LAMINATECOUNTER
PENDANTLIGHTTRACKLIGHTS
MIRROR
LED LIGHTS
(
T
Y
P
.
)
2' - 10"
TO MIRROR
40" MAX.
ACC.URINAL
LED LIGHTS
DUAL CLAZED WINDOWS
TOILETPARTITION
5/8" DRYWALL
TRACK LIGHTING(BEYOND) LINEAR PENDANT
LIGHTS
FRP DOORS
RUBBER BASE HIGH IMPACT DRYWALL
HI-IMPACT DRYWALL
RUBBER BASE
SURFACE MOUNTEDLED LIGHTS
DOORTO (E)BLD'G
HI-IMPACT DRYWALL
RUBBER BASE
WALK-IN REF. DOOR
WALK-IN FREZ.DOOR
TOILETPARTITION(TYP.)
TILE BASE
SURFACE MOUNTEDLED LIGHTS
RECESSED P.T.DISP.
MIRROR LED LIGHTS
ACCESSIBLESINK/CTR.
TOILETPARTITION
P.T.DISP./ WAIST
ADJUST.SHELVES
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
1/8" = 1'-0"
3/21/2023 1:18:11 PM
41000 CA HWY 1
POINT ARENA CA
A-5
INTERIOR
ELEVATIONS
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
A-5 1/8" = 1'-0"
1 ASSEMBLY - EAST
A-5 1/8" = 1'-0"
2 ASSEMBLY - NORTH
A-5 1/8" = 1'-0"
3 ASSEMBLY - SOUTH
A-5 1/8" = 1'-0"
8 CITY OFFICE RM 9 - SOUTH
A-5 1/8" = 1'-0"
9 CITY OFFICE RM 10 - NORTH
A-5 1/8" = 1'-0"
10 CITY OFFICES RM 9 - EAST
A-5 1/8" = 1'-0"
11 CITY OFFICES RM 9 - NORTH
A-5 1/8" = 1'-0"
12 CITY OFFICES RM 9 - WEST
A-5 1/8" = 1'-0"
13 DINING - EAST
A-5 1/8" = 1'-0"
14 DINING - NORTH
A-5 1/8" = 1'-0"
15 DINING - SOUTH
A-5 1/8" = 1'-0"
32 LOBBY - EAST
A-5 1/8" = 1'-0"
33 LOBBY - WEST
A-5 1/8" = 1'-0"
34 LOBBY - SOUTH
A-5 1/8" = 1'-0"
28 MEN - WEST
A-5 1/8" = 1'-0"
29 MEN - EAST
A-5 1/8" = 1'-0"
30 MEN - NORTH A-5 1/8" = 1'-0" 31 MEN - SOUTH
A-5 1/8" = 1'-0"
35 LOBBY - NORTH
A-5 1/8" = 1'-0"
4 ASSEMBLY - WEST
A-5 1/8" = 1'-0"
18 DISTRIBUTION - EAST
A-5 1/8" = 1'-0"
19 DISTRIBUTION - NORTH
A-5 1/8" = 1'-0"
20 DISTRIBUTION - SOUTH
A-5 1/8" = 1'-0"
21 DISTRIBUTION - WEST
A-5 1/8" = 1'-0"
24 WOMEN - EAST
A-5 1/8" = 1'-0"
25 WOMEN - NORTH
A-5 1/8" = 1'-0"
26 WOMEN - SOUTH
A-5 1/8" = 1'-0"
27 WOMEN - WEST
A-5 1/8" = 1'-0"
7 CITY OFFICES RM 10 - EAST
A-5 1/8" = 1'-0"
6 CITY OFFICES RM 10 - NORTH
A-5 1/8" = 1'-0"
5 CITY OFFICES RM 10 - SOUTH
PASS THRUSLIDINGWINDOW
No. Description Date
A-5 1/8" = 1'-0"
36 STORAGE 1 - EAST
A-5 1/8" = 1'-0"
37 STORAGE 1 - NORTH
A-5 1/8" = 1'-0"
38 STORAGE 1 - SOUTH
A-5 1/8" = 1'-0"
39 STORAGE 1 - WEST
WALL MOUNTEDLED LIGHTLAV. COUNTER& SINK TOILET
PARTITIONS
SURFACE MTD.LED LIGHT (TYP.)
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
CLERESTORY WINDOWS
ENTRYTO DININGROOM
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
1/8" = 1'-0"
3/21/2023 1:18:13 PM
41000 CA HWY 1
POINT ARENA CA
A-5.1
INTERIOR
ELEVATIONS
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
A-5.1 1/8" = 1'-0"
5 OFFICE RM 10 - EAST
A-5.1 1/8" = 1'-0"
6 OFFICE RM 10 - NORTH
A-5.1 1/8" = 1'-0"
7 OFFICE RM 10 - SOUTH
A-5.1 1/8" = 1'-0"
8 OFFICE RM 10 - WEST
A-5.1 1/8" = 1'-0"
9 SENIOR OFFICE - SOUTH
A-5.1 1/8" = 1'-0"
10 SENIOR OFFICES - EAST
A-5.1 1/8" = 1'-0"
11 SENIOR OFFICES - NORTH
A-5.1 1/8" = 1'-0"
12 SENIOR OFFICES - WEST
A-5.1 1/8" = 1'-0"
13 CONFEREENCE RM - NORTH A-5.1 1/8" = 1'-0" 14 CONFERENCE - EAST A-5.1 1/8" = 1'-0" 15 CONFERENCE - SOUTH A-5.1 1/8" = 1'-0" 16 CONFERENCE - WEST No. Description Date
A-5.1 1/8" = 1'-0"
1 UTILITY - EAST
A-5.1 1/8" = 1'-0"
2 UTILITY - NORTH
A-5.1 1/8" = 1'-0"
3 UTILITY - SOUTH
A-5.1 1/8" = 1'-0"
4 UTILITY - WEST
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
SUSPENDED CEILING
GRID ON SLOPE
LINERAR PENDANT LIGHTS
PREFABRICATEDWALK-IN REFRIG. FREEZER'CEILING PANELS DRYWALL CEILING 2X4 SURFACE MOUNTEDLIGHT FIXTURES
DRYWALL CEILING1X4 SURFACEMOUNTED CEILINGS
BID ALTERNATECOVERED ENTRYCEMENTIOUS CEILINGPANELS
RECESSEDL.E.D. DOWN LIGHTS
TRACK LIGHTING
PENDANT ACCENT LIGHTING
ENTRYPENDANT LIGHT
5/8" DRY WALL (TYP.)
RECESSED L.E.D.DIRECT/INDIRECT LIGHT
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
1/8" = 1'-0"
3/21/2023 1:18:14 PM
41000 CA HWY 1
POINT ARENA CA
A-6
REFLECTED CEILING
PLAN
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
A-6 1/8" = 1'-0"
1 REFLECTED CEILING PLAN
No. Description Date
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
(N) ROOFING OVER (E) STRUCTURE
(N) PARAPET WALL
(E) SLOPE
1.5:12
(E) SLOPE
1.5:12
(E) SLOPE
1.5:12
(E) SLOPE
1.5:12
(E) SLOPE
1.5:12
(E) SLOPE
1.5:12
SLOPE 2:12
SLOPE
0.5:12
(N) ENTRY CANOPY ROOF
SEISMICJOINT X
X-X
SEISMICJOINT @ LOWER ROOF
X
X-X
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
1/8" = 1'-0"
3/21/2023 1:18:15 PM
41000 CA HWY 1
POINT ARENA CA
A-7
ROOF PLAN
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
A-7 1/8" = 1'-0"
1 ROOF PLAN
No. Description Date
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
ATR
Rod 3 1/2"
MIN.
Bolt
Diameter
'D'
Lbs. Lbs.
3/8"-16 3/8"-16 200 250
ALL THREADED RODATRFLAT WASHER ORB200 SERIESSQUARE WASHER& HEX NUT LOAD
HEX NUTS
BOLT
DIAMETER
'D'
B3060SIDE BEAMANGLE CLIP
MUST BE ABOVE THENEUTRAL AXIS OF 4X6MIN., AND AMINIMUM OF (4 X 'D')FROM BOTTOM OFBEAM.
FLAT WASHER
HEX NUTSB3060SIDE BEAMANGLE CLIPFLAT WASHERS
PANEL MANUF.PANEL CLIP
INSULATED WALLPANEL
#8 S.M. SCREW TO TONGUE
1 1/2"
MIN.
ALLOWABLE LOAD
FOR BEAM
THICKNESS
35˚F HOLDING COOLER W/4" WALLS 4" CEILING - FLOORLESS96" HIGH FOAM RAIL, LOCKWALLS TO CEILING'INT. / EXTERIOR GALVANIZED EMBOSSED - 26 GA.OVER (N) CONCRETE FLOOR -10˚F HOLDING FREEZER W/4" WALLS 4" CEILING - FLOORLESS96" HIGH FOAM RAIL, LOCKWALLS TO CEILING'INT. / EXTERIOR GALVANIZED EMBOSSED - 26 GA.(4" INSULATION UNDER CONCRETE FLOOR) 16' - 5"
8' - 10"
FAN COIL ABOVE(MDL. ______________)
FAN COIL ABOVE(MDL. __________)
8' - 2 1/2" 8' - 2 1/2"
INSULATATEDREFRIG. PANELS16 GA STAINLESSSTEEL CLOSURE TOCEILING REFRIG. DOOR (TYP)
EPOXY COVED BASE
16' - 5"
SEE FINISH SCHEDULEFOR FLOORING
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
As indicated
3/21/2023 1:18:16 PM
41000 CA HWY 1
POINT ARENA CA
A-11
WALK IN COOLER /
FREEZER DETAILS
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
No. Description Date
A-11 6" = 1'-0"
1 PANEL CEILING SUPPORT
A-11 1/2" = 1'-0"
2 COOLER/FREEZER PLAN SPEC.
A-11 1/2" = 1'-0"
3 COOLER/FREEZER ELEVATION
A-11 1/8" = 1'-0"
4 FREEZER / COOLER WALLFLOOR JUNCTURE - ISOMETRIC
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
Scale
Project numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
3/21/2023 1:18:20 PM
41000 CA HWY 1
POINT ARENA CA
A-12
SUSPENDED
CEILING DETAILS
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
No. Description Date
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
Scale
Project numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
3/21/2023 1:18:24 PM
41000 CA HWY 1
POINT ARENA CA
S-0
STRUCTURAL
GENERAL NOTES
AND LEGENDS
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
No. Description Date
GENERAL NOTES1. ALL MATERIALS AND WORK SHALL CONFORM TO THEREQUIREMENTS OF THE 2022 CALIFORNIA BUILDING CODE ORDINANCES,
REGULATIONS AND SAFETY REQUIREMENTS.
THE ARCHITECT IS NOT RESPONSIBLE FOR FABRICATION,
ERECTION AND JOB SAFETY. THE CONTRACTOR SHALL BERESPONSIBLE FOR:
• ALL MEANS, METHODS, TECHNIQUES AND SEQUENCES OFCONSTRUCTION.• ALL SAFETY PROGRAMS AND PROCEDURES DURING EXCAVATION AND CONSTRUCTION.
• ADEQUATE SHORING AND BRACING OF THE BUILDING AS
REQUIRED DURING CONSTRUCTION.
• FOLLOW ALL INSTRUCTIONS, RECOMMENDATIONS AND
SAFETY PRECAUTIONS PROVIDED BY THE MANUFACTURER ORSUPPLIER OF ANY MATERIAL OR PRODUCT REFERENCED.3. THE INTENT OF THESE DRAWINGS IS TO SHOW ALL ITEMSNECESSARY TO COMPLETE THE STRUCTURE. TYPICAL DETAILSAND NOTES ON THESE SHEETS SHALL APPLY TO SIMILAR CONDITIONS, UNLESS SPECIFICALLY NOTED OTHERWISE.
DETAILS SHOWN ON THE "TYPICAL DETAIL" SHEETS\OR NOTEDAS TYPICAL DETAILS SHALL BE USED WHEREVER APPLICABLEUNLESS NOTED OTHERWISE. SPECIFIC DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER "TYPICAL
DETAILS".
SPECIFIC NOTES ON STRUCTURAL DRAWINGS TAKEPRECEDENCE OVERNOTES SHOWN IN "GENERAL NOTES".
4. DETAILS AND DIMENSIONS OF EXISTING CONSTRUCTIONSHALL BE VERIFIED BY THE CONTRACTOR PRIOR TOSTARTING WORK. NOTIFY THE STRUCTURAL ENGINEER OFANY DISCREPANCIES.
THE STRUCTURAL DRAWINGS SHOW STRUCTURAL
FEATURES. EXACT CONFIGURATION OF INTERIOR PARTITIONWALLS IS SHOWN ON THE ARCHITECTURAL DRAWINGS ANDIS NOT NECESSARILY ALL SHOWN ON THE STRUCTURALDRAWINGS. PROVIDE ANCHORAGE, INSERTS, ANCHOR BOLTS,ETC. FOR CONNECTIONS OF TOP, BOTTOM AND SIDES OF ALL
PARTITION WALLS AS LOCATED ON THE ARCHITECTURAL
DRAWINGS.6. REFER TO THE ARCHITECTURAL DRAWINGS FOR THEFOLLOWING:
REQUIRED ATTIC AND CRAWL SPACE VENTILATION, FIRE
BLOCKING, FINISH MATERIALS, FLOOR ELEVATIONS,DEPRESSIONS, CURBS, ROOF SLOPES AND DRAINS, OPENINGSFOR WINDOWS, DOORS, DUCTS, VENTS AND PLUMBING,FLASHING, INSERTS AND ANCHORAGES ATTACHED TO THESTRUCTURE, ROADWAYS, WALKS, PAVING, STAIRS, RAMPS, TERRACES, EXTERIOR GRADES ETC.
7. THE CONTRACTOR SHALL COMPARE THE STRUCTURALDRAWINGS WITH THE ARCHITECTURAL, MECHANICAL,ELECTRICAL, PLUMBING AND ANY OTHER INCLUDED DRAWINGSAS TO ALL LAYOUTS, DIMENSIONS AND ELEVATIONS, ANDSHALL VERIFY ALL ELEVATIONS PRIOR TO PLACING CONCRETE.GRADES, IF SHOWN ON THE STRUCTURAL DRAWINGS ARE
APPROXIMATE AND SHALL BE VERIFIED PRIOR TO
CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED TOTHE ARCHITECT FOR PROPER ADJUSTMENT PRIOR TOPROCEEDING WITH WORK.
DESIGN CRITERIA1. VERTICAL LOADSA. ROOF LIVE LOAD = 20 PSFB. FLOOR LIVE LOAD = 40 PSF2. LATERAL LOADS A: WIND (ANALYTICAL METHOD):
ULTIMATE DESIGN WIND SPEED: V = 110 MPH NOMINAL DESIGN WIND SPEED: V = 85 MPH EXPOSURE CATEGORY = "C" RISK CATEGORY = IIDESIGN PRESSURES SEE STRUCTURAL CALCULATIONS B. EARTHQUAKE (EQUIVALENT LATERAL FORCE PROCEDURE): SEE GEOTECHNICAL TABLE I AND II.
SITE AND FOUNDATION PREPARATION1. ALL SITE WORK, DRAINAGE SYSTEMS, FOUNDATIONS AND OTHER SOILCONSIDERATIONS TO CONFORM TO THE RECOMMENDATIONS OF THEGEOTECHNICAL REPORT AND ANY SUBSEQUENT RECOMMENDATIONSMODE BY THE GEOTECHNICAL ENGINEER OF RECORD.GEOTECHNICAL ENGINEER: SHN ENGINEERSSOIL CLASSIFICATION: VARIES - SEE GEOTECHNICAL REPORT2. GEOTECHNICAL ENGINEER TO REVIEW AND APPROVE SITE PLANS,FOUNDATION PLANS, AND FOUNDATION DETAILS FOR CONFORMANCEWITH DESIGN INTENT OF GEOTECHNICAL REPORT PRIOR TO ALL SITEWORK.3. SEE GEOTECHNICAL REPORT FOR ALL GRADING, DRAINAGE, FILLPLACEMENT, AND BUILDING PAD PREPARATION REQUIREMENTS.4. GEOTECHNICAL ENGINEER TO REVIEW AND APPROVE ALLFOOTING/PIER DEPTHS BEFORE PLACEMENT OF REINFORCEMENT AND FORMS.
ASD
ULT.
GEOTECHNICAL REPORTFOUNDATION RECOMMENDATONSDEAD PLUS LONG TERM LIVE LOAD 2,500 PSFALL LOADS, INCLUDING WIND AND SEISMIC 3,750 PSFPOST CONSTRUCTION SETTLEMENT 0.5 INCHLATERAL LOADING RESISTANCE, FRICTION FACTOR 0.3 TOP OF FTG TO NATIVE SOILFOOTINGS ADJACENT TO PAVED AREAS, PASSIVE RESITANCE 300 PCFFOOTINGS NOT ADJACENT TO PAVED AREAS, NEGATE FIRST 1 FTEXCAVATION ADJACENT TO EXISTING FOOTINGS, LESSER OF 10-15 FT OR 1/2 OF (E) LENGTH ASCE 7-16 SPECTRAL ACCELERATION PARAMETERS
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
(E) BUILDING FOUNDATION
(E) BUILDINGFOUNDATION
CONCRETE FOUNDATION AND SLAB
6" CONCRETEFOUNDATIONAND SLAB
CONCRETE SIDEWALK
(E) MOMENT FRAMES(TYP.)
12" DIA. X __' DP.CONC. PIER & ____ STEELCANOPY COLUMN(TYP.) FOR 4.
SEISMICJOINT X
X-X
SEISMICJOINT X
X-X
3" PERF. CORRUGATEDPOLYETHENE PIPEUNDER SLABSLOPE TO DAYLIGHT'AT DRYWELL 4" SOLID CORRUGATEDPOLYETHENE PIPEUNDER SLABSLOPE TO DAYLIGHT'AT DRYWELL DEPRESSED SLABW/ 4" CONC. SLABO/ 4" RIGID INSULATION@ FREEZER, LEVELENTRY DRYWELL SEE ____
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
1/8" = 1'-0"
3/21/2023 1:18:24 PM
41000 CA HWY 1
POINT ARENA CA
S-1
FOUNDATION PLAN
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
No. Description Date
S-1 1/8" = 1'-0"
1 FOUNDATION PLAN
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
(E) MOMENT FRAME
RIDGE LINE
(E) PULINS
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
1/8" = 1'-0"
3/21/2023 1:18:25 PM
41000 CA HWY 1
POINT ARENA CA
S-2
ROOF FRAMING
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
No. Description Date
S-2 1/8" = 1'-0"
1 ROOF FRAMING PLAN
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23
CENTERLINE STUDS & CONTIN. FOOTING
SW SEE PLAN2X6 STUDS @ 16" O.C., USE 3X MIN. STUDS ATADJOINING PLYWOOD PANELS EDGES PER SHEARWALL SCHEDULE AND PLYWOOD SHEAR WALLNOTES 6"
1' - 6"
3" (TYP.)
U.O.N.
2' - 0"
NOTES:1. SEE CONT. EXTERIOR WALL FOOTING DETAIL FORADDITIONAL NOTES SEE #4 CONTIN. T & B
1 S1.2
(E) MOMENT FRAME BEYOND
(E) FOUNDATION(NO RECCORD DOCUMENTSOF PROFILES AND REINFORCEMENT ) (E) 5/8" DRYWALL(OR (N) INFILL)
(E) ALUMINUM SIDINGTO REMAINDBL. LAYERBUILDING PAPERREMOVE ALL (E) VINYLSIDING AND TRIM(N) "V" GROOVECEMENTITIOUS SIDINGBLIND FASTENTO ALUMINUM SIDINGW/ SELF TAPINGPHIL WAFER HEAD# 8 SCREWS(.323 IN. X 1.625 IN MIN.)STAINLESS STEELFLASHING(TYP.) @ EXISTINGWALLS 8" MIN.
CENTERLINE STUDS & CONTIN. FOOTINGSW SEE PLANSTUD @ 16" O.C., SEE EXTERIOR WALL STUD 2X6.SEE SHEAR WALL SCHEDULE & PLYWOODSHEAR WALL NOTES FOR STUDS AT ADJOININGPANEL EDGES 3X PTDF SILL PLATE WITH ANCHORBOLT D SSWS
# 5 HORIZ. @ 12" O.C. IN STEM WALL
#3 DOWELS @ 16" O.C. W/ STD HOOK 2"FROM OUTSIDE FACE OF CURB 2'-6"
GRAVE
L
SLAB &
11 1/4"
PLYWD TO WASHER
MAX. 1/2"
EN A SSWS
MIN. 8" @ GRADEMIN. 6" @ SLAB
6"
8" CURBCHAMFER TOP
CENTERLINE
3 1/2" TO
1' - 6" #5 DOWELS @ 12" O.C. IN CURB & FTG.
# 3 STIRUPS @ 12" O.C.3 - # 5 CONT'N. T & B
NOTES:1. FOOTING SHALL BEAR ON 12" MIN. COMPACTED ENGINEERED FILL PER GEOTECH. REPORT2. SLOPE EXTERIOR FINISH GRADE AND CONCRETE SLAB AWAY FROM BUILDING, 3" MIN.
(TYP.)
1' - 6"
C
ON
C
.
4"
INSUL.
4"
CONC.
4"
#3 @ 16" O.C. EA. WAYOR 6X6, W1.4X1.4 WWM#4 @ 16" O.C. EA. WAY(2)2" RIGID URETHANEINSULATON PER FREEZERMANUF. SPECS.
CONC. SLAB
WALL PANEL SET ON CONTINUOUSGALV. 18 GA. X 3"X 3"ANGLE ANCHORTO FLOOR WITH 2" 1/4" PDP @ 24" O.C.AND 1 1/4" X 1/4" LAG BOLT THRUWALL PANEL @ 24" O.C. 6"
1' - 4 3/4"
60 MIL. MOISTUREBARRIER WRAP UPSIDES AND 6" MIN.LAP &TAPE JOINTS DRAIN ROCK #15 LB. FELT UP SIDES
CONTIN. ALUM. COVE BASEINTERIOR AND EXTERIOROF PANEL
CAM-LOCK FASTNER W/ SNAPHOLE COVER BY PANEL MANUF.PERIMETER GASKET(INTERIOR/EXTERIOR) PREFAB. CEILING PANEL
CONC. SLAB
#4 SMOOTH DOWELS@ 18"0.C.
#4 @ 16" O.C. EA. WAY
CONC. SLAB INFILL
WALL PANEL SET ON CONTINUOUSGALV. 18 GA. X 3"X 3"ANGLE ANCHORTO FLOOR WITH 2" 1/4" PDP @ 24" O.C.AND 1 1/4" X 1/4" LAG BOLT THRUWALL PANEL @ 24" O.C. 6"
60 MIL. MOISTUREBARRIER WRAP UPSIDES AND 6" MIN.LAP &TAPE JOINTS CONTIN. ALUM. COVE BASEINTERIOR AND EXTERIOROF PANEL
CAM-LOCK FASTNER W/ SNAPHOLE COVER BY PANEL MANUF.PERIMETER GASKET(INTERIOR/EXTERIOR) PREFAB. CEILING PANEL
C
ON
C
.
6"
RO
C
K
4" MIN.
DRAIN
CONC. SLAB
#4 SMOOTH DOWELS@ 18"0.C.
ScaleProject numberDateDrawn byChecked by
ALAMEIDA
ARCHITECTURE
555 S. MAIN STREET, SUITE 2
SEBASTOPOL, CA 95472
(707) 824-1219
WWW.ALAMEIDA.COM
PROJECT MANAGEMENT
CONSTRUCTION MANAGEMENT
PROJECT
D.R.A.D.R.A.
As indicated
3/21/2023 1:18:28 PM
41000 CA HWY 1
POINT ARENA CA
S-3
FOUNDATION
DETAILS
3/12123
VETERANS
BUILDING /
SENIOR CENTER
IMPROVEMENTS
CITY OF
POINT
ARENA
S-3 1" = 1'-0"
2 CONTIN. INTERIORSHEARWALL FOOTING
S-3 1" = 1'-0"
1 EXISTING EXTERIOR WALLMODIFICATIONS
S-3 1" = 1'-0"
3 PERIMETER CONCRETEFOOTING
No. Description Date
S-3 1 1/2" = 1'-0"
4 SLAB FOOTING @ FREEZERWALL PANEL
S-3 1 1/2" = 1'-0"
5 SLAB FOOTING @ COOLERWALL PANEL
PROGRESS SET
NOT FOR CONSTRUCTION
3-21-23