06-06-17_GSD SR Vets Roofing and ADA Improve

424 Pages·2017·14.15 MB·English

Agenda Item Number: 12
County of Sonoma
(This Section for use by Clerk of the Board Only.)
Agenda Item
Summary Report
Clerk of the Board
575 Administration Drive
Santa Rosa, CA 95403
To: Sonoma County Board of Supervisors
Board Agenda Date: June 6, 2017 Vote Requirement: Majority
Department or Agency Name(s): General Services, Facilities Development and Management
Staff Name and Phone Number: Supervisorial District(s):
Ray Glanton: 707-565-2814 3rd District
Title: Santa Rosa Veterans Building Roofing and Accessibility Improvements
Recommended Actions:
Approve actions for the Santa Rosa Veterans Memorial Building that will repair the roof structure from
leaks, replace the roof with an energy efficient cool roof, improve accessibility, and help preserve the
facility for future use by both Veterans groups and the public
A. Approve the plans and specifications prepared by TLCD Architecture for construction.
B. Award the construction contract to Stronger Building Services in the amount of $1,630,000.
C. Authorize the General Services Director to sign the construction contract with Stronger Building
Services.
Executive Summary:
General Services is seeking Board approval of the Recommended Actions above in order to proceed with
the re-roofing, structural upgrades and Accessibility upgrades for the Santa Rosa Veterans Memorial
Building. These improvements will save public funds by limiting water damage inside the building and
reducing corrective roof maintenance expenses.
Some structural upgrades to this building were previously completed but strengthening the roof
diaphragm can only be done in conjunction with a new roof installation. The existing roofing system is
past its functional life. The roof leaks are significant and continue to cause damage inside the building.
To comply with California Building Code requirements the County must also address Accessibility
barriers around the perimeter of the building. In this project, most all of the sidewalks around the
perimeter of the building will be re-constructed to meet current Accessibility codes. There are 13
accessible parking stalls around the building that will be brought up to current codes. The flatwork at the
main entrance will also be brought up to current Accessibility codes.
Discussion:
The Santa Rosa Veterans Building was built between 1950-1952. The building has a roof area consisting
of eight separate roofs that total approximately 40,000 square feet. Approximately 2600 square feet of
roof was replaced in 2008. The remaining 37,400 square feet of roofing, not replaced in 2008, is past its
Revision No. 20151201-1
useful life which has resulted in multiple and significant roof leaks and interior damage. This project will
replace the remaining 37,400 square feet of the roof.

Over the past ten years through December 31, 2016 the County has expended cumulatively $3,022,659
for operations, maintenance and capital improvements at the Santa Rosa Veterans Memorial Building as
follows; $321,465 for maintenance, $1,574,300 for operations, and $1,126,894 in capital improvements
and local projects. Over the same period $591,661 in revenue was received for use of the building. Rates
established for use of the facility have not historically covered operating expenses nor maintenance.
Significant deferred maintenance exists due to the lack of funding for ongoing preventative maintenance
and as a result of the building’s age and condition.

The facility is frequently used by Veterans organizations and the public. Total use hours (10,239) over
the past year exceed 31% of the total available hours (32,940). Due to the Veterans and community use
of the facility and the potential for accelerated structural deterioration if the re-roofing project is
deferred, staff recommend the capital investment in the facility and improvements to facility access.

The scope of work will address the following issues.
1. The lower east and lower west roof diaphragms will get a structural upgrade to comply with
current building codes.
2. Water intrusion from the badly leaking older roofs that continue to cause internal damage.
3. The accessible parking stalls and sidewalks around the perimeter of the building need to be
updated to remove existing barriers.

Work Summary
Construction Contract Expenses
• Roof demolition and hazmat abatement $ 250,000.
• Fiber epoxy for structural enhancement $ 180,000.
• New single ply cool roof $ 570,000.
• Site accessibility improvements $ 380,000.
• General Conditions $ 250,000.
Subtotal $1,630,000.

Project Expenses
• Architectural and engineering services $ 85,000.
• Project management and soft costs $ 70,156.
• Contingencies $ 97,800.
Subtotal $ 252,956.

Project Total $1,882,956.

Revision No. 20151201-1
Per current building codes, the new roofing for the Santa Rosa Veterans building must be a “cool roof”.
A cool roof is one that has been designed to reflect more sunlight and absorb less heat than a standard
roof. Benefits of a cool roof include reducing energy bills by decreasing air conditioning needs, reducing
local air temperatures (often referred to as the urban heat island effect), and reduction in power plant
emissions by reducing cooling energy use in buildings.

ANALYSIS:
During a previous evaluation by Interactive Resources of Richmond, California, a consultant, structural
deficiencies were identified. Some of the wall-to-roof connections were inadequate and some roof
diaphragms were identified as needing strengthening. Interactive Resources provided a design to install
structural tie rods to the lower east and west roofs to improve the wall-to-roof connections. These tie
rods were installed and the roof diaphragm strengthening was planned to be performed in conjunction
with this re-roofing project. In 2015, a conceptual cost study by ZFA Structural Engineers of Santa Rosa
proposed a fiber polymer strengthening of the lower east and lower west concrete roof decks. Prior to
re-roofing the lower east and lower west roofs, the roof diaphragms will be structurally reinforced with
a fiber-reinforced epoxy composite material. This work will strengthen the roofing diaphragm issues
identified by Interactive Resources.

Public Bid:
A notice inviting bids for the Santa Rosa Veterans Building Roofing and Accessibility Improvements
Project was advertised on April 2, 2017 and April 9, 2017. A mandatory pre-bid meeting and site walk
was held at 10:00 a.m. on Tuesday April 18, 2017. The construction drawings and specifications were
made available on March 30, 2017 through the County of Sonoma Supplier Portal, the North Coast
Builders Exchange, and at the Facilities Development and Management office, located at 2300 County
Center Drive, Suite A220 Santa Rosa, California. Two addenda were issued during the bid period. The
public bid opening was held at 2:00 p.m. on Tuesday May 9, 2017. The protest period expired on May
17, 2017.

Bid Results:

Bidding Company Location Base Bid
Stronger Building Services 580 Harlan Street, San Leandro, $1,630,000
California, 94577

Prior Board Actions:
10/20/2015: 1) Approve budgetary adjustment from Contingencies to the Fiscal Year 2015-16 Capital
Projects Budget for Capital Improvements to the Sonoma County Veterans Memorial Buildings in the
amount of $2,646,300.
Strategic Plan Alignment Goal 3: Invest in the Future
Replacement of the Santa Rosa Veterans building roof is an Infrastructure investment consistent with
the strategic priorities your Board adopted on April 7, 2017. The roof replacement will prevent further
damage resulting from water incursion. The new roof is a “cool roof”, and it will enhance the energy
efficiency of the building.
Revision No. 20151201-1
Fiscal Summary

FY 16-17 FY 17-18 FY 18-19
Adopted Projected Projected
Expenditures
Budgeted Expenses $1,882,956.00
Additional Appropriation Requested
Total Expenditures $1,882,956.00
Funding Sources
General Fund/WA GF $932,956.00
State/Federal
Fees/Other
Tobacco Securitization Funds $550,000.00
Advertising Fund $400,000.00
Total Sources $1,882,956.00

Narrative Explanation of Fiscal Impacts:
The Accessibility improvements will come out of the General Funds which have been appropriated to
the 2009 Transition Plan capital project while the roofing work will be covered by the Tobacco
Securitization Funds and the Advertising Funds appropriated to the Veterans Memorial Buildings
project. The completion of this work will result in decreased corrective maintenance costs associated
with the roof.
Staffing Impacts
Position Title Monthly Salary Additions Deletions
(Payroll Classification) Range (Number) (Number)
(A – I Step)

Narrative Explanation of Staffing Impacts (If Required):

Attachments:
Attachment 1: Plans – Santa Rosa Veterans Memorial Building Roofing and Americans with Disabilities
Act Site Improvements, dated: 07/01/2017

Attachment 2: Specifications – Santa Rosa Veterans Building Roofing and Americans with Disabilities Act
Site Improvements, Bid Date: 05/09/2017

Attachment 3: Technical Specifications
Revision No. 20151201-1
Related Items “On File” with the Clerk of the Board:

Revision No. 20151201-1
SANTA ROSA VETERANS MEMORIAL BUILDING
ROOFING AND ADA SITE IMPROVEMENTS
EN S ED ARCHI
LIC ONA L D C.TOMATEC
D SI T
11533511 MAPLE AVE, SANTA ROSA, CA 95404
C-14948
REN:10/31/17 A
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ABBREVIATIONS SYMBOLS APPLICABLE CODES PROJECT TEAM
ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER
CFCI - CONTRACTOR FURNISH CONTRACTOR INSTALL (E) - EXISTING LAB - LABORATORY S - SOUTH BUILDING CODES AND STANDARDS
CFOI - CONTRACTOR FURNISH OWNER INSTALL E - EAST LAM - LAMINATE SAB - SOUND ATTENUATING BATTS 1 GRID LINE INDICATION TLCD ARCHITECTURE BRELJE AND RACE ZFA STRUCTURAL ENGINEERS
OFCI - OWNER FURNISH CONTRACTOR INSTALL EA - EACH LAV - LAVATORY SAD - SEE ARCHITECTURAL DRAWINGS FACE OF 2013 CALIFORNIA ADMINISTRATIVE CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 1) 520 THIRD ST #250 474 AVIATION BLVD., SUITE 120 1212 FOURTH STREET
OFOI - OWNER FURNISH OWNER INSTALL EB - EXPANSION BOLT LB - LAG BOLT SAFF - SELF ADHERED FLEXIBLE FLASHING
EE - EACH END LH - LEFT HAND SASM - SELF ADHERED SHEET MEMBRANE CENTER OF SANTA ROSA, CA 95401 SANTA ROSA, CA 95403 SANTA ROSA, CA 95404
2013 CALIFORNIA BUILDING CODE, VOLUMES 1 & 2 (CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2)
A/C - AIR CONDITIONING EF - EXHAUST FAN LL - LIVE LOAD SBLKG - SOLID BLOCKING PHONE: [phone] PHONE: [phone] PHONE: [phone]
AB - ANCHOR BOLT EJ - EXPANSION JOINT LN - LENGTH SC - SOLID CORE (BASED ON 2012 INTERNATIONAL BUILDING CODE ) CONTACT: JEFF BLECHEL CONTACT: PAUL BARTHOLOW CONTACT: JARED BELLIEAUX
AC - ASPHALT CONCRETE ELEC - ELECTRICAL LP - LOW POINT SCD - SEE CIVIL DRAWINGS
A
ACC - ACCESSIBLE ELEV - ELEVATION LSL - LAMINATED STRAND LUMBER SD - STORM DRAIN 2013 CALIFORNIA ELECTRICAL CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 3)
ACOUS - ACOUSTIC EN - EDGE NAIL LT - LIGHT SDISP - SOAP DISPENSER SUMMARY OF WORK
(BASED ON 2011 NATIONAL ELECTRICAL CODE)
ACP - ASPHALT CONCRETE PAVING ENCL - ENCLOSURE LTG - LIGHTING SEAL SEALANT
ACT - ACOUSTICAL CEILING TILE EP - EDGE OF PAVEMENT LVR - LOUVER SECT - SECTION ROOM IDENTIFICATION
AD - AREA DRAIN EQ - EQUAL LW - LIGHTWEIGHT SED - SEE ELECTRICAL DRAWINGS 2013 CALIFORNIA MECHANICAL CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 4)
ADA - AMERICANS W/ DISABILITIES ACT EQUIV - EQUIVALENT SF - SQUARE FOOT (FEET) EXAM ROOM ROOM NAME (BASED ON 2012 IAPMO UNIFORM MECHANICAL CODE) 1. SITE ACCESSIBILITY IMPROVEMENTS
ADJ - ADJUSTABLE ES - EACH SIDE MAT - MATERIAL SHR - SHOWER
101 ROOM NUMBER
AFF - ABOVE FINISHED FLOOR EW - EACH WAY MAX - MAXIMUM SHT - SHEET 2. DEMOLITION OF SELECTED EXISTING ROOF AREAS W/ REMOVAL OF ASBESTOS-CONTAINING MATERIAL
AGG - AGGREGATE EX - EXIT MB - MACHINE BOLT SHTF - SHEET FLOW 2013 CALIFORNIA PLUMBING CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 5)
AHJ - AUTHORITY HAVING JURISDICTION EXP - EXPANSION MC - MEDICINE CABINET SHTG - SHEATHING FURNITURE / EQUIPMENT IDENTIFICATION (BASED ON 2012 IAPMO UNIFORM PLUMBING CODE)
ALT - ALTERNATE EXPO - EXPOSURE MECH - MECHANICAL SIM - SIMILAR 3. ROOF DECK DIAPHRAGM REINFORCEMENT
ALUM - ALUMINUM EXT - EXTERIOR MED - MEDIUM SING - SINGLE
APPROX - APPROXIMATE EXTN - EXTENSION MFR - MANUFACTURER SL - SLIDING CHSM FURNITURE / EQUIPMENT CODE 2013 CALIFORNIA ENERGY CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 6) 4. INSTALLATION OF RIGID INSULATION FOR POSITIVE DRAINAGE AND THERMAL PERFORMANCE.
ARCH - ARCHITECT MH - MANHOLE SLD - SEE LANDSCAPE DRAWINGS
ASPH - ASPHALT F - FACE MIN - MINIMUM SLP - SLOPE 2013 CALIFORNIA FIRE CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 9)
FA - FIRE ALARM MIR - MIRROR SMD - SEE MECHANICAL DRAWINGS KEYNOTE & DRAWING NOTE IDENTIFICATION (BASED ON 2012 INTERNATIONAL FIRE CODE) 5. INSTALLATION OF NEW SINGLE MEMBRANE ROOFING SYSTEM AND ASSOCIATED SHEET METAL WORK.
BD - BOARD FB - FACE BRICK MISC - MISCELLANEOUS SMS - SHEET METAL SCREW
BFC - BELOW FINISHED CEILING FBD - FIBERBOARD MO - MASONRY OPENING SOG - SLAB ON GRADE
BFD - BACK FLOW DEVICE FBELL - FIRE BELL MOD - MODULAR SP - SOUNDPROOF 10 4416.13 REFERENCE KEYNOTE - SEE SCHEDULE 2013 CALIFORNIA GREEN CODE (CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 11)
PRIMARY OCCUPANCIES: A (ASSEMBLY)
BITUM - BITUMINOUS FBO - FURNISHED BY OTHER MR - MOISTURE RESISTANT SPEC - SPECIFICATION ON SHEETS & SPECIFICATIONS
BLD - BOLLARD FCP - FIBER CEMENT PANEL MTD - MOUNTED SQ - SQUARE 2013 CALIFORNIA REFERENCE STANDARDS CODE
BLDG - BUILDING FD - FLOOR DRAIN MTL - METAL SS - SANITARY SEWER .013 DRAWING NOTE - SEE SCHEDULE ON SHEETS ACCESSORY OCCUPANCIES: B,S1
(CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 12)
BLK - BLOCK FDC - FIRE DEPARTMENT CONNECTION SSD - SEE STRUCTURAL DRAWINGS
BLKG - BLOCKING FDN - FOUNDATION (N) - NEW SSTL - STAINLESS STEEL
CONSTRUCTION: TYPE II A
BM - BEAM FE - FIRE EXTINQUISHER N - NORTH STA - STATION 1 ELEVATION TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS
BOT - BOTTOM FEC - FIRE EXTINQUISHER CABINET NAT - NATURAL STD - STANDARD SPRINKLERED: NO
BRG - BEARING FF - FINISH FLOOR NIC - NOT IN CONTRACT STL - STEEL BUILDING AREA: APPROXIMATELY 40, 000 SF
BRK - BRICK FG - FINISH GRADE NO - NUMBER STO - STORAGE ELEVATION VIEW NUMBER
BRZ - BRONZE FGL - FIBERGLASS NOM - NOMINAL STRUC - STRUCTURAL 4 A7.1 3 NATIONAL REFERENCE STANDARDS
SHEET INDEX
BTWN - BETWEEN FH - FIRE HYDRANT NR - NON-RATED SUSP - SUSPENDED
BUR - BUILT-UP ROOFING FHMS - FLAT HEAD MACHINE SCREW NTS - NOT TO SCALE ELEVATION SHEET AISC 341-10 MANUAL OF STEEL CONSTRUCTION
FHORN - FIRE HORN T&B - TOP AND BOTTOM
C - COMPACT FHS - FIRE HOSE STATION O/ - OVER T&G - TONGUE & GROOVE 2
CAB - CABINET FHWS - FLAT HEAD WOOD SCREW OA - OVERALL TEL - TELEPHONE AF&PA NDS-2012 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
GOO1 TITLE SHEET
CB - CATCH BASIN FIN - FINISH OBS - OBSCURE TEMP - TEMPERED SECTION WITH 2012 SUPPLEMENT & ADDENDUM CONSTRUCTION
CEM - CEMENT FIXT - FIXTURE OC - ON CENTER TER - TERRAZZO
CERT - CERAMIC TILE FJ - FLOOR JOIST OD - OUTSIDE DIAMETER THK - THICK A SECTION NUMBER
CH - CHASE FLR - FLOOR OFD - OVERFLOW DRAIN TJ - TOOL JOINT ACI-318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE CIVIL
CI - CAST IRON FLSH - FLASHING OFF - OFFICE TKBD - TACKBOARD A5.1 SECTION SHEET C0 ABREVIATIONS, LEGENDS, NOTES DOCUMENTS
CIR - CIRCLE FN - FACE NAIL OFS - OUTSIDE FACE OF STUD TN - TOE NAIL NFPA 13, 2013 EDITION, INSTALLATION OF AUTOMATIC SPRINKLER SYSTEMS C1 SITE DEMO PLAN
CJ - CONSTRUCTION JOINT FNC - FENCE OHWS - OVAL HEAD WOOD SCREW TOC - TOP OF CURB
CLG - CEILING FOB - FACE OF BUILDING OPP - OPPOSITE TOPL - TOP OF PLATE DETAIL (W/ AMENDMENTS PER CBC CH 35) C3 GRADING PLAN
CLGJ - CEILING JOIST FOC - FACE OF CONCRETE OVFL - OVERFLOW TOPVMT - TOP OF PAVEMENT 23 DETAIL NUMBER
C4 STRIPING PAVEMENT STRUCTURAL PLAN
CLKG - CAULKING FOF - FACE OF FINISH TOS - TOP OF STEEL NFPA 14, 2013 EDITION, INSTALLATION OF STANDPIPE, PRIVATE HYDRANT AND HOSE SYSTEMS
CLO - CLOSET FOM - FACE OF MASONRY P - PAINT TOSOG - TOP OF SLAB ON GRADE A8.1 DETAIL SHEET (W/ AMENDMENTS PER CBC CH 35) C5 DETAILS
CLR - CLEAR FOS - FACE OF STUD PCF - POUNDS PER CUBIC FOOT TOW - TOP OF WALL SANTA ROSA
CLRSTY - CLERESTORY FR - FIRE RETARDANT PEN - PANEL EDGE NAIL TPD - TOILET PAPER DISPENSER
CLS - CLOSURE FTG - FOOTING PERF - PERFORATED TPO - THERMOPLASTIC POLYOLEFIN NFPA 17, 2013 EDITION, DRY CHEMICAL EXTINGUISHING SYSTEMS ARCHITECTURE
CMU - CONCRETE MASONRY UNIT FUT - FUTURE PIR - POLYISOCYNURATE TRN - TRANSOM DOOR NUMBER A101 SITE PLAN VETERANS
CNTR - COUNTER PIV - POST INDICATOR VALVE TS - TUBE STEEL NFPA 17-A, 2013 EDITION, WET CHEMICAL EXTINGUISHING SYSTEMS
CO - CLEAN OUT GA - GAUGE PL - PLATE TV - TELEVISION 101A BY ROOM NUMBER - REFER TO A102 ROOF DEMOLITION PLAN
COL - COLUMN GALV - GALVANIZED PLAM - PLASTIC LAMINATE TYP - TYPICAL DOOR SCHEDULE
COMB - COMBINATION GB - GRAB BAR PLAS - PLASTER NFPA 24, 2013 EDITION, INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES A103 OVERALL ROOF PLAN MEMORIAL BUILDING
COMP - COMPOSITION GD - GARBAGE DISPOSAL PLF - POUNDS PER LINEAR FOOT UNF - UNFINISHED (W/ AMENDMENTS PER CBC CH 35) A401 ENLARGED ROOF PLAN
PARTITION TYPE INDICATOR
CONC - CONCRETE GE - GRATE ELEVATION PLNT - PLANTER UON - UNLESS OTHERWISE NOTED
A402 ENLARGED ROOF PLAN
CONN - CONNECTION GL - GLASS PLWD - PLYWOOD UR - URINAL 6A REFER TO PARTITION LEGEND NFPA 72, 2013 EDITION, NATIONAL FIRE ALARM CODE ROOFING AND ADA
CONST - CONSTRUCTION GLB - GLUE LAMINATED BEAM PMF - PRESSED METAL FRAME A403 ENLARGED ROOF PLAN
CONT - CONTINUOUS GND - GROUND PR - PAIR VCT - VINYL COMPOSITION TILE (W/ AMENDMENTS PER CBC CH 35)
COR - CORRIDOR GR - GRADE PROP - PROPERTY VERT - VERTICAL WORK POINT A404 ENLARGED ROOF PLAN
SITE IMPROVEMENTS
CP - CEMENT PLASTER GSM - GALVANIZED SHEET METAL PRPT - PARAPET VEST - VESTIBULE (CONTROL or DATUM POINT) ADA (AMERICANS WITH DISABILITIES ACT, 1990) 2010 EDITION A501 DETAILS
CPT - CARPET GYP BD - GYPSUM BOARD PSF - POUNDS PER SQUARE FOOT VG - VERTICAL GRAIN
A502 DETAILS
CPTT - CARPET TILE PSI - POUNDS PER SQUARE INCH VIF - VERIFY IN FIELD
CRKT - CRICKET HB - HOSE BIB PSL - PARALLEL STRAND LUMBER VT - VINYL TILE FINISH INDICATOR ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36) A701 PHOTOS
1351 MAPLE AVE, SANTA
CTR - CENTER HC - HOLLOW CORE PSTA - PULL STATION VTR - VENT TO ROOF
CW - COLD WATER HDR - HEADER PT - POINT VWC - VINYL WALL COVERING P1 FINISH CODE A702 PHOTOS
HDWD - HARDWOOD PTD - PAPER TOWEL DISPENSER ROSA, CA 95404
D - DRAIN HDWE - HARDWARE PTDF - PRESSURE TREATED DOUGLAS FIR W - WEST
DIMENSIONS STRUCTURAL
DBL - DOUBLE HGT - HEIGHT PTN - PARTITION W/ - WITH
00'' -- 66""
DCA - DOUBLE CHECK VALVE ASSEMBLY HM - HOLLOW METAL PTR - PAPER TOWER RECEPTACLE W/O - WITHOUT STANDARD DIMENSION - FACE OF PROJECT NOTES S0.1 FRP LAYOUT PLAN
DEMO - DEMOLISH HORZ - HORIZONTAL PUR - POLYURETHANE WAB - WATER RESISTIVE BARRIER
STUD WHERE APPLIED TO WALLS
DDFEPT -- DDOEPUAGRLTAMS EFNIRT HHPR -- HHIOGUHR POINT PPVVMCT -- PPOAVLYEVMIENNYTL-CHLORIDE WWCD -- WWAOTOEDR CLOSET OR PARTITIONS, U.N.O. CHAPTER 4, PART 1, TITLE 24, CCR, ADMINISTRATIVE REQUIREMENTS County of Sonoma Project
DIA - DIAMETER HSS - HOLLOW STRUCTURAL STEEL WDW - WINDOW 0' - 6" (PARTIAL LISTING ONLY)
Number: 6601KK
DIAG - DIAGONAL HTG - HEATING QT - QUARRY TILE WF - WASH FOUNTAIN FINISH TO FINISH DIMENSION - FACE OF
DIM - DIMENSION HVAC - HEATING, VENTILATION & AIR CONDITIONING WH - WATER HEATER GYP., OR DIMENSIONAL FINISH WHERE
DISP - DISPOSAL HW - HOT WATER RAD - RADIUS WP - WATER PROOF APPLIED TO WALLS OR PARTITIONS, U.N.O. 1. A COPY OF PARTS 1 AND 2, TITLE 24, CALIFORNIA CODE OF REGULATIONS SHALL BE KEPT ON THE
DIV - DIVISION RAH - ROOF ACCESS HATCH WR - WATER RESISTANT
JOB SITE AT ALL TIMES.
DN - DOWN ID - INSIDE DIAMETER RB - RESILIENT BASE WRB - WATER RESISTIVE BARRIER
DO - DOOR OPENING INSUL - INSULATION RCP - REFLECTED CEILING PLAN WT - WEIGHT WINDOW TYPE
DR - DOOR INT - INTERIOR RD - ROOF DRAIN WWF - WELDED WIRE FABRIC 2. ALL CHANGE ORDERS AND ADDENDA TO BE SIGNED BY THE ARCHITECT AND OWNER AND
DRF - DRINKING FOUNTAIN INV - INVERT RDWD - REDWOOD X10 REFER TO WINDOW TYPES, EXTERIOR & APPROVED BY THE COUNTY OF SONOMA PRMD. COUNTY OF SONOMA
DRWR - DRAWER IRR - IRRIGATION REF - REFERENCE XFMR - TRANSFORMER INTERIOR
DS - DOWN SPOUT REFR - REFRIGERATOR
DT - DRAIN TILE JAN - JANITOR REINF - REINFORCING YD - YARD 3. ALL TESTS TO CONFORM TO THE REQUIREMENTS OF SECTION 4-335, PART 1, TITLE 24, AND D.
E
DTL - DETAIL JH - JOIST HANGER RES - RESILIENT APPROVED T & I SHEET. BIT
DW - DISHWASHER JST - JOIST RGD - RIGID HI
O
DWS - DETECTABLE WARNING STRIP JKTIT -- KJOITINCTHEN RRRHHHWMSS --- RRROOIGUUHNNTDD H HHAEENAADDD WMEOTOADL SSCCRREEWW 4. T4-E3S3T5 S OOFF MPAARTET R1I,A TLISTL AEN 2D4 TAENSDT ITNHGE LDAIBSOTRRIACTTO SRHYA SLLH AELMLP BLEO YIN A ANCDC POARYD TAHNEC ELA WBIOTRHA STEOCRTYIO.N NT IS PR PROJE1C6T0 N2U0MBER:
E
RRRWOWL --- RRROAOICUNKG W HWA OOTPOEERLN LINEAGDER DEFERRED APPROVAL ITEMS: COSTS OF RE-TEST MAY BE BACK CHARGED TO THE CONTRACTOR, SEE SPECIFICATIONS. VICINITY MAP EN CONS 3/2D3A/2TE0:16
5. NOT USED T
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GENERAL PROJECT NOTES T DRAWN BY:
6. NOT USED OU ND
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7. NOT USED E
1. PROJECT DESIGN AND CONSTRUCTION SHALL COMPLY WITH STANDARDS AND CONDITIONS SET 8. VERIFY ALL EXISTING CONDITIONS AND UTILITIES IN THE FIELD. NOTIFY THE PROJECT MANAGER US CHECKED BY:
FORTH IN THE TITLE 24 ENERGY DOCUMENTATION. OF ANY DISCREPANCIES THAT MAY OCCUR. 8. NOT USED E; ANY JB
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2. INSTALLATION OF ALL SANITARY FACILITIES ACCESSIBLE TO THE DISABLED SHALL COMPLY 9. VERIFY AND LOCATE ALL EXISTING UNDERGROUND OR UNDERFLOOR UTILITIES AND AVOID CT REVISIONS:
WITH CHAPTER 2-17 OF PART 2 OF TITLE 24 (C.A.C.). DAMAGE TO THE SAME. 9. THE ARCHITECT AND THE STRUCTURAL ENGINEER SHALL PERFORM THEIR DUTIES IN HITE NO. DESCRIPTION DATE
ACCORDANCE WITH SECTION 4-333(a) AND 4-341, PART 1, TITLE 24. C
R
A
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3. PROVIDE LEVER TYPE FAUCETS AT RESTROOM LAVATORIES AND INSULATE ALL HOT WATER 11.ALL DIMENSIONS SHOWN ON THE WINDOW SCHEDULE ARE NOMINAL DIMENSIONS ONLY. VERIFY C
10.THE CONTRACTOR SHALL PERFORM HIS DUTIES IN ACCORDANCE WITH SECTION 4-343, PART 1, TL
LINES AND DRAIN IN ACCORDANCE WITH TITLE 24 ACCESSIBILITY REQUIREMENTS. ALL DIMENSIONS PRIOR TO FABRICATION. F
TITLE 24. Y O
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4. PROVIDE LEVER TYPE HARDWARE IN ACCORDANCE WITH TITLE 24 ACCESSIBILITY 12.ALL CRITICAL DIMENSIONS FOR EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD BEFORE PE
REQUIREMENTS FOR ALL DOORS. FABRICATION OR CONSTRUCTION OF NEW WORK. 11.THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO (PPRROOVJIEDCET T DHEES WCORRIPKT AIOSN IN HDEIRCAET) EIND IN PRO
ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY CONDITIONS E
OL
5. DO NOT SCALE FROM DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. 13.IF APPLICABLE, PROVIDE AND INSTALL IN THE BUILDING ONE 2A10BC FIRE EXTINGUISHER PER DCOEVMEPLLOYP W NIOTHT TCIOTLVEE R24E,D A B CYH TAHNEG CE OONRTDREARC DT EDTOACILUINMGE NATNSD WSPHEECRIEFIYNI NFGIN TISHHEE RDE WQOURIRKE WD IWLLO NROKT PROJECT SITE THE S
NOTIFY THE ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES ON DRAWINGS REQUIRING 3,000 SF AS INDICATED ON THE FLOOR PLANS OR AS INDICATED ELSEWHERE IN THESE E
SHALL BE SUBMITTED TO AND APPROVED BY THE COUNTY. AR
CLARIFICATION OR REVISION BEFORE COMMENCING WITH THE WORK. DOCUMENTS. D
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12.COMPLIANCE WITH CFC CH 14 FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION AND CBC C
6. ALL DIMENSIONS ARE FROM FACE OF FRAMING OR CAST-IN-PLACE CONCRETE WALL UNLESS 14.COMPLIANCE WITH CFC CHAPTER 14, FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION, VI
CH 33 SAFETY DURING CONSTRUCTION WILL BE ENFORCED. SEE ALSO SPECIFICATON DIV. 1. ER
OTHERWISE NOTED. AND CBC CHAPTER 33, SAFETY DURING CONSTRUCTION, WILL BE ENFORCED. S
F
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TS TITLE SHEET
7. PROTECT ALL EXISTING CONDITIONS THAT ARE TO REMAIN, AND SECURE THE PROPERTY EN
M
M DURING CONSTRUCTION. RU
P T
4:12:31 GS ARE INS G001
17 WIN
0 A
23/2 SE DR
3/ HE
T
©
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