HomeMy WebLinkAbout12359 Lower Azusa Rd - 2024 - Glen Air7083;0'7083;20'7083;100'7083;50'7083;200'
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2500;BUILDING 1
9236;ROSEGLEN
STREET 9236;HALLWOOD
DRIVE
9236;CHERRYLEE DR.
9236;HEMLOCK ST.
0625;BASIN 4
0625;BASIN 3
2500;BUILDING 2
2500;BLDG 3
0625;Q U A R R Y
D R I V E
2465;FIRE
GATE2465;FIREGATE
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0625;BASIN 2
0625;BASIN 1
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8472;FLOOR SLAB SLOPE 0.5%
MAX - SEE CIVIL
8472;FLOOR SLAB SLOPE 0.5%
MAX - SEE CIVIL
8472;FLAT FLOOR SLAB -
NO SLOPE
0625;BASIN 6
2465;FIRE
GATE
AREA OF
WORK
SPECIFIC PLAN MITIGATION MEASURES
MM 4.2-1 PRIOR TO BUILDING PERMIT ISSUANCE, THE CITY OF ARCADIA SHALL VERIFY THAT THE FOLLOWING NOTE IS
SPECIFIED ON ALL BUILDING PLANS. PROJECT CONTRACTORS SHALL BE REQUIRED TO COMPLY WITH THE NOTE AND
MAINTAIN WRITTEN RECORDS OF SUCH COMPLIANCE THAT CAN BE INSPECTED BY THE CITY OF ARCADIA UPON REQUEST.
THIS NOTE ALSO SHALL BE SPECIFIED IN BID DOCUMENTS ISSUED TO PROSPECTIVE CONSTRUCTION CONTRACTORS. “ALL
SURFACE COATINGS SHALL CONSIST OF “ZERO-VOLATILE ORGANIC COMPOUND”PAINTS (NO MORE THAN 100 GRAM/LITER
OF VOC) AND/OR HIGH PRESSURE LOW VOLUME (HPLV) APPLICATIONS CONSISTENT WITH SOUTH COAST AIR QUALITY
MANAGEMENT DISTRICT RULE 1113.”
MM 4.2-7 THE BUILDING PLANS FOR EACH BUILDING SHALL REQUIRE LIGHT-COLORED ROOF MATERIALS. LIGHT COLORED
ROOF MATERIALS ARE MORE SOLAR-REFLECTIVE THAN DARK COLORED ROOFS; LIGHT COLOR ROOFS KEEP BUILDINGS
COOLER AND REDUCE LOCAL AIR TEMPERATURES, WHICH IN TURN IMPROVES AIR QUALITY AND SLOWS SMOG
FORMATION. THE CITY OF ARCADIA SHALL VERIFY THIS INFORMATION IS PROVIDED ON THE PROJECT’S BUILDING PLANS
PRIOR TO ISSUANCE OF BUILDING PERMITS AND INSPECT FOR ADHERENCE DURING BUILDING CONSTRUCTION.
MM 4.5-1 PRIOR TO BUILDING PERMIT ISSUANCE, THE CITY OF ARCADIA SHALL VERIFY THAT THE FOLLOWING NOTES ARE
SPECIFIED ON ALL BUILDING PLANS. PROJECT CONTRACTORS SHALL BE REQUIRED TO COMPLY WITH THE NOTES AND
MAINTAIN WRITTEN RECORDS OF SUCH COMPLIANCE THAT CAN BE INSPECTED BY THE CITY OF ARCADIA UPON REQUEST.
THESE NOTES ALSO SHALL BE SPECIFIED IN BID DOCUMENTS ISSUED TO PROSPECTIVE CONSTRUCTION CONTRACTORS.
A) COMPREHENSIVE CONSTRUCTION MANAGEMENT PLAN SHALL BE PREPARED AND IMPLEMENTED THAT IS DESIGNED TO
MINIMIZE THE NUMBER OF LARGE CONSTRUCTION EQUIPMENT OPERATING DURING ANY GIVEN TIME PERIOD. B)
GASOLINE-POWERED EQUIPMENT SHALL BE EQUIPPED WITH CATALYTIC CONVERTERS. C) ELECTRICAL POWERED
EQUIPMENT SHALL BE UTILIZED IN-LIEU OF GASOLINE-POWERED ENGINES WHERE FINANCIALLY AND TECHNICALLY
FEASIBLE AND COMMERCIALLY AVAILABLE. PROVIDE TEMPORARY TRAFFIC CONTROLS SUCH AS A FLAG PERSON, DURING
ALL PHASES OF CONSTRUCTION TO MAINTAIN SMOOTH TRAFFIC FLOW ON PUBLIC STREETS ADJACENT TO THE PROJECT
SITE.
MM 4.5-2 BUILDING AND SITE PLAN DESIGNS SHALL ENSURE THAT PROJECT ENERGY EFFICIENCIES SURPASS (EXCEED)
APPLICABLE (2014) CALIFORNIA TITLE 24 ENERGY EFFICIENCY STANDARDS BY A MINIMUM OF 5%. VERIFICATION OF
INCREASED ENERGY EFFICIENCIES SHALL BE DOCUMENTED IN TITLE 24 COMPLIANCE REPORTS PROVIDED BY THE
APPLICANT, AND REVIEWED AND APPROVED BY THE CITY OF ARCADIA PRIOR TO THE ISSUANCE OF THE FIRST BUILDING
PERMIT.
MM 4.9-2 PRIOR TO THE ISSUANCE OF ANY BUILDING OR GRADING PERMITS, THE CITY OF ARCADIA DEVELOPMENT
SERVICES DEPARTMENT SHALL REVIEW BUILDING AND GRADING PLANS TO ENSURE THAT THE FOLLOWING NOTES ARE
INCLUDED. PROJECT CONTRACTORS SHALL BE REQUIRED TO COMPLY WITH THESE NOTES AND MAINTAIN WRITTEN
RECORDS OF SUCH COMPLIANCE THAT CAN BE INSPECTED BY THE CITY OF ARCADIA UPON REQUEST. A) CONSTRUCTION
CONTRACTORS SHALL EQUIP ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, WITH PROPERLY OPERATING AND
MAINTAINED MUFFLERS, CONSISTENT WITH MANUFACTURERS’STANDARDS. THE CONSTRUCTION CONTRACTOR SHALL
PLACE ALL STATIONARY CONSTRUCTION EQUIPMENT SO THAT EMITTED NOISE IS DIRECTED AWAY FROM THE NOISE
SENSITIVE RECEPTORS NEAREST THE PROJECT SITE. B) CONSTRUCTION CONTRACTORS SHALL LOCATE EQUIPMENT
STAGING AREAS (AREAS WHERE LARGE PIECES OF CONSTRUCTION EQUIPMENT ARE STORED WHEN NOT IN OPERATION)
A MINIMUM DISTANCE OF 200 FEET AWAY FROM NOISE-SENSITIVE RECEIVERS NEAREST THE PROJECT SITE (I.E., TO THE
WEST) DURING ALL PROJECT CONSTRUCTION. C) CONSTRUCTION CONTRACTORS SHALL LIMIT HAUL TRUCK DELIVERIES
TO THE SAME HOURS SPECIFIED FOR CONSTRUCTION EQUIPMENT (BETWEEN THE HOURS OF 7:00 A.M. AND 7:00 P.M.,
MONDAY THROUGH SATURDAY, UNLESS OTHERWISE PERMITTED BY THE DEVELOPMENT SERVICES DEPARTMENT.
CONSTRUCTION IS PROHIBITED ON SUNDAYS AND MAJOR HOLIDAYS.). D) TO LIMIT HAUL TRUCK NOISE TO SENSITIVE
RECEPTORS, HAUL TRUCKS MUST ENTER AND LEAVE THE PROJECT SITE BY LOWER AZUSA ROAD, TOWARD I-605. HAUL
TRUCKS SHALL NOT BE PERMITTED TO LEAVE THE SITE AND TURN RIGHT ON LOWER AZUSA ROAD. SIGNS MUST BE
INSTALLED AT ALL CONSTRUCTION EXIT DRIVEWAYS DIRECTING DRIVERS TO TURN LEFT ONTO LOWER AZUSA ROAD
TOWARD I-605. E) ANY PROJECT-RELATED CONSTRUCTION ACTIVITY PLANNED DURING THE EVENING (7:00 P.M. TO 10:00
P.M.) OR LATE NIGHT/EARLY MORNING HOURS (10:00 P.M. TO 7:00 A.M.) REQUIRES DISCLOSURE TO ALL PROPERTIES
WITHIN 300 FEET, AND/OR AS OTHERWISE REQUIRED BY THE CITY OF ARCADIA OR REQUESTED BY THE CITY OF EL
MONTE, AND SHALL NOT TAKE PLACE WITHIN 40 FEET OF NEARBY SENSITIVE RECEIVERS. TO CONDUCT WORK DURING
THESE EVENING AND LATE NIGHT/EARLY MORNING HOURS, THE CONSTRUCTION CONTRACTOR MUST DEMONSTRATE TO
THE CITY OF ARCADIA IN THE FORM OF A NOISE ANALYSIS PREPARED BY A QUALIFIED ACOUSTICAL ENGINEER THAT
CONSTRUCTION NOISE LEVELS AFFECTING RESIDENTIAL RECEIVERS IN THE CITY OF EL MONTE BETWEEN 7:00 P.M. AND
7:00 A.M. WOULD FALL AT OR BELOW THE FOLLOWING LEVELS: 45 LEQ AVERAGE; 50 L25 (15 MINUTE); 55 L8 (5 MINUTE) AND
60 LMAX (<1 MINUTE).
MM 4.10-4 PRIOR TO THE ISSUANCE OF GRADING OR BUILDING PERMITS, THE PROJECT APPLICANT SHALL PREPARE AND
THE CITY OF ARCADIA SHALL APPROVE A TEMPORARY TRAFFIC CONTROL PLAN. THE TEMPORARY TRAFFIC CONTROL
PLAN SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES. A REQUIREMENT TO COMPLY WITH THE TEMPORARY TRAFFIC CONTROL PLAN SHALL BE NOTED ON
ALL GRADING AND BUILDING PLANS AND ALSO SHALL BE SPECIFIED IN BID DOCUMENTS ISSUED TO PROSPECTIVE
CONSTRUCTION CONTRACTORS. THE TEMPORARY TRAFFIC CONTROL PLAN SHALL REQUIRE THE FOLLOWING: A)
DELIVERY TRUCKS SHALL UTILIZE THE MOST DIRECT ROUTE BETWEEN THE SITE AND I-605 VIA LOWER AZUSA ROAD; B)
EXCEPT FOR THE SEGMENT OF LOWER AZUSA ROAD BETWEEN THE SITE AND I-605, THE CONSTRUCTION CONTRACTOR
SHALL ASSURE THAT CONSTRUCTION-RELATED HAUL TRIPS, INCLUDING BUT NOT LIMITED TO THE TRANSPORTATION OF
CONSTRUCTION MATERIALS, EARTH MATERIALS, AND/OR HEAVY EQUIPMENT TO AND FROM THE PROJECT SITE BE LIMITED
TO NO MORE THAN 50 PASSENGER CAR EQUIVALENT (PCE) TRIPS (I.E., 25 INBOUND AND 25 OUTBOUND TRIPS, OR ANY
COMBINATION THEREOF) DURING THE AM PEAK HOUR (7:00AM-9:00AM) AND THE PM PEAK HOUR (4:00PM-6:00PM) ON
LOCAL ROADS. A TWO-AXLE TRUCK TRIP IS THE EQUIVALENT OF 1.5 PCE TRIPS; A THREE-AXLE TRUCK TRIP IS THE
EQUIVALENT OF 2.0 PCE TRIPS; AND A FOUR-AXLE OR LARGER TRUCK TRIP IS THE EQUIVALENT OF 3.0 PCE TRIPS.
RR-NOISE-4 PRIOR TO ISSUANCE OF DISCRETIONARY PERMITS FOR CONSTRUCTION ACTIVITIES, PROJECT
APPLICANTS/DEVELOPERS SHALL SUBMIT EVIDENCE TO THE DIRECTOR OF DEVELOPMENT SERVICES THAT THE
FOLLOWING NOISE REDUCTION MEASURES ARE STATED AS REQUIREMENTS ON THE CONSTRUCTION PLANS AND
SPECIFICATIONS: A) DURING ALL EXCAVATION AND GRADING, THE CONSTRUCTION CONTRACTORS SHALL EQUIP ALL
CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS, CONSISTENT
WITH MANUFACTURERS’STANDARDS. THE CONSTRUCTION CONTRACTOR SHALL PLACE ALL STATIONARY CONSTRUCTION
EQUIPMENT SO THAT EMITTED NOISE IS DIRECTED AWAY FROM THE NOISE-SENSITIVE RECEPTORS. B) WHEN FEASIBLE,
THE CONSTRUCTION CONTRACTOR SHALL LOCATE EQUIPMENT STAGING IN AREAS THAT WILL CREATE THE GREATEST
DISTANCE BETWEEN CONSTRUCTION-RELATED NOISE SOURCES AND NOISE SENSITIVE RECEPTORS DURING ALL
PROJECT CONSTRUCTION. C) THE CONSTRUCTION CONTRACTOR SHALL LIMIT ALL CONSTRUCTION-RELATED ACTIVITIES
THAT WOULD RESULT IN HIGH NOISE LEVELS, ACCORDING TO THE CONSTRUCTION HOURS SET FORTH IN THE MUNICIPAL
CODE. D) THE CONSTRUCTION CONTRACTOR SHALL LIMIT HAUL TRUCK DELIVERIES TO THE SAME HOURS SPECIFIED FOR
CONSTRUCTION EQUIPMENT. TO THE EXTENT FEASIBLE, HAUL ROUTES SHALL NOT PASS SENSITIVE LAND USES OR
RESIDENTIAL DWELLINGS.
PROJECT
SITE
T.O.W.
TYP.
T.S.B.
T.O.S.
T.O.P.
T.O.R.
T.S.
T.O.C.
T.O.CL.
REF.
S.G.
S.F.
SS
S
M.T.
F.D.
H.B.
F.E.
F.S.
FHC
F.O.S.
F.E.W.
F.F.
F.O.C.
F.S.S.
B.O.B.
F.O.B.
EXP.
(E)
DF
LC
A.F.L.
B.W.
A.F.F.
F.E.B.
OCC.
OL
EXIT
BATTERY BACK UP EMERGENCY LIGHT
W/EXIT COMBINATION, REFER TO
ELECTRICAL FOR PLACEMENT
SURFACE MOUNTED ILLUMINATED EXIT
SIGN WITH DIRECTIONAL ARROWS IF
APPLICABLE -WHERE INDICATED.
UNLESS OTHERWISE NOTED.W/ 2A:10B:C TOP OF SPANDREL
BEAM
TOP OF WALL
TYPICAL
TOP OF SLAB
TOP OF SHEATHING
TOP OF CLADDING
TOP OF RAILING
TOP OF PARAPET
TOP OF CURB
REFRIGERATOR
SLAB ON GRADE
SQUARE FEET
SERVICE SINK
SINK
MARBLE THRESHOLD
FIRE EXTINGUISHER CABINET
FINISH SURFACE
FIRE HOSE CABINET
FLOOR DRAIN
HOSE BIB
FACE OF CONCRETE
FACE OF STUD
FACE OF EXISTING WALL
FACE OF STUCCO SURFACE
FINISH FLOOR
BOTTOM OF BEAM
FACE OF BLOCK
DRINKING FOUNTAIN
EXPOSED
EXISTING
CENTER LINE
BACK OF WALK
ABOVE FINISH LEVEL
ABOVE FINISH FLOOR
FIRE EXTINGUISHER BRACKET MOUNTED
OCCUPANCY
OCCUPANCY LOAD
UNLESS OTHERWISE NOTED.W/ 2A:10B:C
EMERGENCY LIGHT, REFER TO
ELECTRICAL FOR PLACEMENT
EXIT
E.EMERGENCY LIGHTING W/ 90MIN.
BATTERY BACKUP.
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GLENAIR LOGISTICS -BUILDING 2
12359 LOWER AZUSA ROAD
ARCADIA, CA 91006
APPLICABLE CODES:2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA ELECRTICAL CODE (CEC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA GREEN BUILDING STDS.
2022 CALIFORNIA FIRE CODE (CFC)
ZONE:ARCADIA LOGISTICS CENTER SPECIFIC PLAN
AREA OF LOT:
LEGAL DESCRIPTION:
ASSESSOR'S ID NO. :
OCCUPANCY TYPE:
BUILDING SPRINKLER:
PHASE XV -PROPOSED INTERIOR RENOVATIONS
644,026 SF
14.75 ACRES
8541-017-027 AND 8541-017-028
B / S-1 / F-2 / A-2
THE LAND REFFERED TO HEREIN BELOW IS SITUATED IN THE
CITY OF ARCADIA, IN THE COUNTY OF LOS ANGELES, STATE OF
CALIFORNIA , AND IS DESCRIBED AS FOLLOWS.
THAT PORTION OF LOT 1 OF TRACT NO. 10369, IN THE CITY OF
ARCADIA, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA,
AS PER MAP RECORD IN BOOK 149, PAGES 95 AND 96, OF
MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID
COUNTY, LYING WESTERLY AND NORTHWESTERLY OF THE
WESTERLY LINE OF THE LAND DESCRIBED IN THE
CONDEMNATION OF ACTION , CASE NO. 574211, SUPERIOR
COURT OF SAID COUNTY, A CERTIFIED COPY OF THE DECREE
HAD IN SAID ACTION WAS RECORDED IN BOOK 38373,
PAGE 153, OF OFFICE RECORDES.
EXCEPT AN UNDIVIDED 75 PER CENT OF ALL OIL, GAS AND
OTHER HYDROCARBON SUBSTANCES IN AND UNDER SAID
LAND, WITH RIGHT OF INGRESS AND EGRESS NECESSARY
FOR THE MINING AND REMOVAL OF SAME, AS RESERVED BY
MARTIN WUNDERLICH, E.MURIELLE WUNDERLICH, GEORGE P.
LEONARD AND WILM LEONARD, BY DEED RECORDED
FEBRUARY 4, 1955 AS INSTRUMENT NO. 470, IN BOOK 46821,
PAGE 149, OF OFFICIAL RECORDES.
FULLY SPRINKLERED ESFR
SITE INFORMATION
CODE SUMMARY
PROJECT DATA
CONSTRUCTION TYPE:TYPE III-B
AREA JUSTIFICATION:UNLIMITED
FOUR SURROUNDING SIDEYARDS OF 40' AND 60'
PER CBC 507 AND 507.5
BUILDING CODE ALLOW
HEIGHT:
50' + 20' = 70 FEET -SECTION 504.2
PROJECT SCOPE OF WORK
PARKING REQUIRED:
EXISTING LANDSCAPE AREA:
23,032 SF OFFICE @ 1/250
(E) BUILDING AREA:
331,683 SFGROUND FLOOR:
9,175 SFMEZZANINE:
340,858 SF
92 STALLS
10,000 SF WH/MANUF (0K-10K) @ 1/1,000 10 STALLS
10,000 SF WH/MANUF (10K-20K) @ 1/3,000 3 STALLS
297,826 SF WH/MANUF (20K+) @ 1/5,000 60 STALLS
165 STALLSTOTAL PARKING REQUIRED:
79,745 SF
COVERAGE:12.38%
PREFERED PARKING STALLS REQUIRED FOR LOW EMITTING &
FUEL EFFICIENT VEHICLES PER CALGREEN TABLE 5.106.5.2 16 STALLS
EXISTING PARKING STALLS REQUIRED FOR LOW EMITTING &
FUEL EFFICIENT VEHICLES PER CALGREEN TABLE 5.106.5.2 18 STALLS
BIKE PARKING REQUIRED:
9 BIKESCALGREEN @ MIN. 5% OF AUTO STALLS PROVIDED:
EXISTING BIKE PARKING :10 BIKES
EXISTING ACCESSIBLE STALLS:
STANDARD:
VAN:
5
6
11TOTAL:
CONSULTANT INDEX:SHEET INDEX:LEGENDS AND ABBREVIATION
INDEX SITE PLAN
VICINITY MAP
STRUCTURAL
ELECTRICAL
MECHANICAL
TENANT:
DEVELOPER:
ARCHITECT:
STRUCUTRAL ENGINEER:
PROJECT DEVELOPER:
ELECTRICAL ENGINEER:
GLENAIR, INC.
1211 AIR WAY
GLENDALE, CA 91201
(818) 247-6000
GEORGE C. HOPKINS
919 W. GLENOAKS BLVD.
GLENDALE, CA 91202
(818) 956-0533
GEROGE C. HOPKINS CONSTRUCTION
919 WEST GLENAOKS BLVD.
GLENDALE, CA 91202
ALEN MALEKIAN, AIA
2255 HONOLULU AVE. , SUITE 1A
MONTROSE, CA 91020
(818) 249-5522
KENT ELECTRIC, INC.
6655 SAN FERNANDO ROAD
GLENDALE, CA 91201
(818) 247-1192
GROSSMAN & SPEER ASSOCIATES, INC.
529 HAHN AVE., SUITE 200
GLENDALE, CA 91203
(818) 507-1020
THERMA
2390 BATEMAN AVE.
IRWINDALE, CA 91010
(626) 446-1854
MECHANICAL:
-INTERIOR RENOVATIONS;
THAD ROOM ADDITION (NO CHANGE IN EXISTING BUILDING AREA)
AREA OF WORK BETWEEN GRID LINES D / E & 13 / 14 (1,866 SF)
EXISTING PARKING:(TOTAL)439 STALLS
EXISTING EV PARKING :10 STALLS
S15-1.0 GENERAL NOTES
PARTIAL FLOOR PLAN
S15-2.0 DETAILS AND SECTIONS
M15-1.0 MECHANICAL COVER SHEET -PHASE XV
M15-2.0 PARTIAL HVAC FLOOR PLAN -PHASE XV
M15-3.0 COMPLIANCE ENERGY FORMS -PHASE XV
E1.0 ELECTRICAL LIGHTING AND POWER PLANS
T24-1 ENERGY FORMS
T15-1.0 COVER PAGE
T15-1.1 GENERAL NOTES
T15-1.2 CALGREEN NOTES
T15-1.3 CALGREEN NOTES
T15-1.4 CALGREEN NOTES
T15-1.5 OCCUPANCY AND EXITING DIAGRAM
T15-1.6 FIRE EXTINGUISHER PLAN
A15-1.0 SITE PLAN
A15-2.1 PROPOSED FLOOR PLAN
A15-2.2 PROPOSED RCP
A15-2.3 ENLARGED PLANS
A15-3.0 INTERIOR ELEVATIONS & SECTIONS
A15-5.0 DOOR AND WINDOW SCHEDULE
A15-5.1 FINISH SCHEDULE AND NOTES
A15-6.0 DETAILS
A15-6.1 CEILING DETAILS
THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND
CONDITIONS ON THE JOB SITE PRIOR TO BEGINNING CONSTRUCTION AND SHALL REPORT ANY
DISCREPANCIES OR UNIDENTIFIED CONDITIONS TO THE ARCHITECT FOR RESOLUTION
BEFORE ANY WORK IS BEGUN.
DIMENSIONS, DETAILS, NOTES AND/OR SYMBOLS THAT APPLY TO ONE UNIT, APPLY TO ALL UNITS
IN LIKE SITUATIONS UNLESS NOTED OTHERWISE.
3.
ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, ORDINANCES AND REGULATIONS
AS ADOPTED BY LOCAL AUTHORITIES HAVING JURISDICTION.
4.
5.
1.
PROVIDE LOW CONSUMPTION WATER CLOSET FOR NEW BUILDING, BUILDING ADDITION OR BUILDING
REMODELING WHERE NEW PLUMBING FIXTURES WILL BE INSTALLED.
MECHANICAL HVAC SYSTEM AND ENERGY CONSERVATION CALCS TO BE SUBMITTED TO AND
APPROVED BY MECHANICAL DIVISION PRIOR TO INSTALLATION.
ALL EXPOSED GYPSUM BOARD SOFFITS AND CEILING -5/8" GYPSUM BOARD OR 5/8" TYPE 'X' WHERE
NOTED.
ITEMS MARKED "OFCI" REFER TO ITEMS FURNISHED BY OWNER AND INSTALLED AND CONNECTED
BY THE CONTRACTOR. (OWNER FURNISHED, CONTRACTOR INSTALLED).
ALL CEILING GRILLES SHALL BE COORDINATED WITH CEILING LAYOUT, IF APPLICABLE.
PROVIDE NEW FIRE EXTINGUISHERS IF INDICATED OR REQUIRED. EXTINGUISHERS SHALL BE 5 GAL.,
TYPE 2A10BC IN RECESSED CABINETS. FIRE EXTINGUISHERS TO BE TYPE 10BC FOR ELECTRICAL AND
MECHANICAL ROOMS AND SHALL BE SURFACE MOUNTED ON HANGER BRACKETS.PROVIDE FIRE
EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR.
INTERIOR WALL AND CEILING FINISH FOR EXIT CORRIDORS SHALL NOT EXCEED AN END POINT
FLAME SPREAD RATING OF CLASS II (26-75) AND SMOKE DENSITY OF 300. ROOM AREAS SHALL NOT
EXCEED END POINT FLAME SPREAD RATING OF CLASS III (76-200) AND SMOKE DENSITY OF 450.
CURTAIN, DRAPES, SHADES, ETC. SHALL BE NON-COMBUSTIBLE AS REQUIRED BY THE GOVERNING
AGENCIES.
ALL EXIT DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR SPECIAL
KNOWLEDGE OR EFFORT. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED.
ALL INTERIOR NON-BEARING WALLS METAL STUDS AT 16" O.C., UNLESS NOTED OTHERWISE, WITH
GYPSUM BOARD EACH SIDE.
DETAILS NOTED AS 'TYPICAL' SHALL APPLY IN ALL LIKE CONDITIONS UNLESS SPECIFICALLY SHOWN
OR NOTED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION
SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION OF THIS
PROJECT.
WHENEVER AN ARTICLE, DEVICE, OR PIECE OF EQUIPMENT IS SHOWN, INDICATED, OR REFERRED
TO ON THE DRAWINGS OR THESE NOTES IN THE SINGULAR NUMBER, SUCH REFERENCES APPLY
TO AS MANY SUCH ARTICLES AS ARE REQUIRED TO COMPLETE THE INSTALLATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES AND PROCEDURES
EMPLOYED IN THE PERFORMANCE OF WORK IN, ON OR ABOUT THE JOB SITE; THE CONTRACTOR
SHALL COORDINATE AND VERIFY ALL WORK PERFORMED BY SUB-CONTRACTORS.
ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK ON, OR RELATED TO THIS
PROJECT SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE
PLACE TO WORK AND THE PUBLIC IS PROTECTED, AND SHALL COMPLY WITH THE 'OCCUPATIONAL
SAFETY AND HEALTH REGULATION' OF THE U.S. DEPARTMENT OF LABOR AND WITH ANY AND ALL
OTHER APPLICABLE STATE AND/OR LOCAL SAFETY REGULATIONS. THE CONTRACTOR AGREES TO
ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE SAFETY CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT; THAT THISREQUIREMENT SHALL APPLY
CONTINUALLY AND NOT BE LIMITED TO NORMAL WORKINGHOURS AND THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND ARCHITECT FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT.
THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, MATERIALS AND
SERVICES NECESSARY FOR COMPLETION OF ALL WORK SHOWN, PRESCRIBED, OR REASONABLY
IMPLIED BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS.
2.
DIMENSIONS ON DRAWINGS ARE SHOWN TO CENTERLINE OF COLUMNS AND WALLS AND FACE OF
MASONRY/CONCRETE UNLESS INDICATED OTHERWISE.
DO NOT SCALE DRAWINGS.
STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, AND LANDSCAPE DRAWINGS ARE
SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL REVIEW ALL
PLANS AND DRAWINGS. IN THE EVENT OFCONFLICTING STATEMENTS, INSUFFICIENT
INFORMATION OR ERRORS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND
OBTAIN CLARIFICATION BEFORE ANY WORK IS BEGUN. WORK INSTALLED WHERE CONFLICTING
CONDITIONS EXIST SHALL BE CORRECTED AT CONTRACTORS EXPENSE.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
24.
25.
26.
22.
23.
WHEN SERVING MORE THAN 20 SPRINKLER HEADS, AUTOMATIC SPRINKLER SYSTEMS SHALL BE
SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE, STATION SERVICE, OR SHALL
BE PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY
ATTENDED LOCATION. "PER SECTION 904.3.1.
21.
SEPARATE PERMITS SHALL BE REQUIRED FOR ALL GRADING, FIRE ALARMS, FIRE UNDERGROUND &
HYDRANTS, FIRE SPRINKLER SYSTEMS, AND TENANT SIGNAGE.
A LANDSCAPING PLAN SHALL BE SUBMITTED TO TEH CITY FOR APPROVAL PRIOR TO ISSUANCE OF
BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR TO OCCUPANCY.
THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE AT THIS TIME. SIGNAGE MAY BE
SUBMITTED AT A LATER DATE.
THE SITE CONTAINS NO EXISTING PROTECTED TREES TO BE REPLANTED OR REPLACED. THERE ARE
NO PROTECTED PLANTS ON SITE.
THIS BUILDING IS DESIGNED FOR HIGH PILE STORAGE. A SEPARATE PERMIT FROM THE BUILDING &
FIRE DEPARTMENTS IS REQUIRED FOR HIGH PILE STORAGE WITHIN THE FACILITY.
SPECIAL INSPECTION NOTES SPECIFIC TO THIS PROJECT MAY BE FOUND ON SHEET ____ OF THE
STRUCTURAL PORTION OF THIS PACKAGE.
27.
NO HAZARDOUS MATERIALS SHALL BE STORED AND/OR USED WITHIN THE BUILDING WHICH EXCEED
THE QUANTITIES LISTED IN CBC TABLES 307.1(1) AND 307.2(2)
28.
WHETHER OR NOT DETAILED ON THE DRAWINGS, THE CONTRACTOR SHALL PROVIDE AND INSTALL
ALL STIFFENERS, BRACING, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE
INSTALLATION OF ALL CASEWORK AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL,
ELECTRICAL, OR MISCELLANEOUS EQUIPMENT INCLUDING PLYWOOD BACKBOARDS FOR
TELEPHONE AND ELECTRICAL EQUIPMENT ROOMS.
29.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL AND PERMITS FOR ALL
DESIGN/BUILD SYSTEMS. HE SHALL ALSO BE RESPONSIBLE FOR INSURING THAT THE SYSTEMS
MEET ALL APPLICABLE CODE REQUIREMENTS.
30.
ANY MODIFICATIONS TO THE BUILDING SHELL RESULTING FROM DESIGN/BUILD REQUIREMENTS SHALL
BE REPORTED TO THE OWNER AND ARCHITECT ALONG WITH ANY REQUIRED COSTS OR SAVINGS
PRIOR TO CONSTRUCTION. ANY MODIFICATIONS NOT REPORTED WILL BE THE CONTRACTORS
RESPONSIBILITY FOR COORDINATION, CODE CONFORMANCE, AND COST.
31.
NEITHER THE ARCHITECT'S REVIEW OR APPROVAL OF SHOP DRAWINGS SHALL RELIEVE THE GENERAL
CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS UNLESS
HE HAS CALLED THE ARCHITECT'S ATTENTION IN WRITING TO SUCH DEVIATIONS AT THE TIME OF
SUBMISSION NOR SHALL IT RELIEVE HIM OF RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP
DRAWINGS.
32.
INSTALLATION OF GLASS SHALL CONFORM TO FEDERAL SPECIFICATION 16-CFR-1202 AND ALL LOCAL
CODES AND ORDINANCES. GLASS SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH U.S. CONSUMER
PRODUCT SAFETY STANDARDS. A CERTIFICATE SHALL ACCOMPANY PRODUCT STATING DATE AND
PLACE OF MANUFACTURE. ALL GLAZING SHALL BE TEMPERED WHEN REQUIRED BY CHAPTER 24.
33.
REFER TO THE CIVIL ENGINEER'S DRAWINGS FOR LOCATIONS OF EXISTING UTILITY LINES. LOCATIONS
OF ALL UTILITIES SHOWN ARE APPROXIMATE AND THE CONTRACTOR SHALL EXERCISE EXTREME
CAUTION IN EXCAVATION AND TRENCHING TO AVOID INTERCEPTING EXISTING PIPING OR CONDUITS.
34.
THE CONTRACTOR SHALL SUBMIT A SOILS REPORT AND A COMPACTION REPORT TO THE BUILDING
DEPARTMENT FOR APPROVAL PRIOR TO FOUNDATION INSPECTIONS.
35.
LOCATIONS OF ALL UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR
SHALL EXERCISE EXTREME CAUTION IN EXCAVATION AND TRENCHING TO AVOID INTERCEPTING
EXISTING PIPING OR CONDUITS. THE CONTRACTOR IS RESPONSIBLE TO VERIFY LOCATION OF ALL SITE
UTILITIES AND TO COORDINATE AND AVOID CONFLICT IN THE LOCATIONS OF NEW UNDERGROUND AND
SITE UTILITIES.
36.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND ARCHITECT SHOULD UNIDENTIFIED
FIELD CONDITIONS BE DISCOVERED.
37.
ON A SET OF TRANSPARENCIES, FURNISHED BY THE ARCHITECT AT THE CONTRACTOR'S EXPENSE,
THE CONTRACTOR SHALL KEEP AN UP-TO-DATE RECORD OF 'AS BUILT' CONDITIONS OF THE WORK.
UPON COMPLETION OF THE WORK, THE SET SHALL BE RETURNED TO THE ARCHITECT COMPLETELY
AND NEATLY POSTED SHOWING ALL ADDITIONS, DELETIONS, CORRECTIONS, AND REVISIONS IN THE
ACTUAL CONSTRUCTION OF THE PROJECT. RECORD DRAWINGS SHALL BE SIGNED BY THE SUB-
CONTRACTORS REPRESENTING ALL MAJOR TRADES FOR THE PROJECT AS WELL AS THE GENERAL
CONTRACTOR.
38.
WHEN REQUESTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, MOUNTING, AND
DISPLAYING ARCHITECT'S JOB SIGN. CONTRACTOR SHALL ALSO RETURN THE JOB SIGN TO ARCHITECT
AT COMPLETION OF PROJECT IN GOOD CONDITION.
39.
SEE WALL LEGENDS OR CALLOUTS ON PLANS FOR WALL FRAMING MEMBERS, FIRE RATINGS, GYPSUM
BOARD THICKNESSES AND OTHER WALL CONSTRUCTION MATERIALS. PROVIDE AND INSTALL HEAVIER
GAUGE STUDS, STIFFENERS, BRACING, BACK-UP PLATES, ETC. AS REQUIRED IN STUD WALLS FOR THE
SUPPORT OF TOILET ROOM FIXTURES AND OTHER WALL MOUNTED EQUIPMENT.
40.
41. ALL GYPSUM BOARD USED IN JANITOR'S ROOMS AND ALL TOILET ROOMS SHALL BE WATER
RESISTANT EXCEPT AT CEILINGS PER THE 2016 CBC. CHAPTER 25.
ALL ROOFING MATERIALS SHALL COMPLY WITH ALL APPLICABLE STANDARDS LISTED IN 2016 CBC.
CHAPTER 15.
42.
43.
44.
45.
46.
48.
PRIOR TO ERECTION, THE CONTRACTOR SHALL SUPPLY THE BUILDING INSPECTOR WITH AN
A.I.T.C. CERTIFICATE OF COMPLIANCE FOR THE STRUCTURAL GLU-LAMINATED MEMBERS WHEN USED.
IN ACCORDANCE WITH CBC SECTION 1008, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. IN GROUP B OCCUPANCIES
AT THE MAIN ENTRANCE ONLY, PROVIDE SIGNAGE STATING IN 1" HIGH LETTER " THIS DOOR TO
REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" THE LOCKING DEVICE SHALL BE OF A TYPE
READILY DISTINGUISHABLE AS LOCKED.
EXIT DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD AND THE
DOOR SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50
OR MORE.
EXIT DOORS SHALL BE NOT LESS THAN 3'-0" IN WIDTH AND 6'-8" IN HEIGHT AND NO SINGLE LEAF
SHALL EXCEED 4'-0" IN WIDTH.
47. THE FLOOR ADJACENT TO ANY DOORWAY SHALL BE LEVEL (1/4" PER FOOT MAX. FOR EXTERIOR
CONDITIONS) FOR A DISTANCE OF FIVE FEET FROM THE DOOR IN THE DIRECTION OF THE DOOR
SWING AND SHALL NOT BE LESS THAN FIVE FEET WIDE.
EXIT SIGNS SHALL BE PROVIDED AT ALL REQUIRED EXIT DOORS AND IN OTHER LOCATIONS WHERE
REQUIRED BY, AND IN ACCORDANCE WITH, APPLICABLE LAWS. THE PRINCIPAL STROKE OF SUCH
SIGNS SHALL BE NOT LESS THAN 3/4" WIDE AND 6" TALL.
49. EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED PER 2016 CBC SECTION 1013 AND SHALL BE LISTED
FOR THEIR USE.
50. EXIT SIGNS SHALL BE PROVIDED WITH AN EMERGENCY SOURCE OF SELF CONTAINED POWER PER
2016 CBC CHAPTER 10 AND THEY SHALL BE INSTALLED PER THE ELECTRICAL CODE.
51. THE POWER FOR MEANS OF EGRESS ILLUMINATION SHALL BE IN ACCORDANCE WITH 2016 CBC
CHAPTER 10.
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE
SHOWN ON THE RECORDS EXAMINED, ARE INDICATED BY APPROXIMATE LOCATION AND EXTENT.
THE OWNER AND CONTRACTOR, BY ACCEPTING THESE PLANS OR PROCEEDING WITH
IMPROVEMENTS HERETO, AGREES TO ASSUME LIABILITY AND HOLD THE ARCHITECT HARMLESS FOR
ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES
NOT REPORTED BY THE ARCHITECT, NOT INDICATED ON THE RECORDS EXAMINED, LOCATED AT
VARIANCE WITH THOSE REPORTED, OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS
REQUIRED TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED PRIOR TO
COMMENCING WORK.
52.
THE CONTRACTOR SHALL PROVIDE FIRE PROTECTION FOR THE PROJECT UNDER CONSTRUCTION PER
REQUIREMENTS OF THE LOCAL GOVERNING AGENCIES. THE CONTRACTOR SHALL PROVIDE AND
INSTALL AN AUTOMATIC FIRE SPRINKLER SYSTEM AND ALARM SYSTEM INCLUDING ALL ON SITE FIRE
HYDRANTS AND UNDERGROUND MAINS PER REQUIREMENTS OF THE LOCAL GOVERNING AGENCIES
AND ANY IDENTIFIED OWNER/TENANT INSURING AGENCIES. SPRINKLER SYSTEM PLANS SHALL BE
SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. CONTRACTOR
SHALL BE RESPONSIBLE FOR APPLICABLE PLAN CHECKS AND PERMITS. ANY CHANGES MADE TO
ACCOMMODATE FIELD CONDITIONS SHALL BE RESUBMITTED TO THE CITY AND ARCHITECT AT THE
CONTRACTORS EXPENSE. WHERE ENUNCIATOR PANELS, ALARMS, ETC. ARE REQUIRED IN AN
EXPOSED LOCATION, CONTRACTOR SHALL SUBMIT PROPOSED LOCATIONS AND CUT SHEETS
INDICATING FINISHES AND SIZES TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
1.
THE CONTRACTOR SHALL PROVIDE AND INSTALL FIRE DAMPERS WHERE DUCTS PENETRATE FIRE
RATED ASSEMBLIES.
2.
PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR/CEILINGS AND ROOF/CEILINGS SHALL BE
PROTECTED AS REQUIRED IN THE CBC CHAPTER 7. A FIRE PENETRATION PROTECTION PLAN FOR
EACH APPLICABLE TRADE SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT AND CITY
FOR APPROVAL PRIOR TO INSTALLATION IN THE FIELD. PENETRATION PROTECTION SYSTEMS SHALL
BE UL LISTED.
3.
RETURN AIR PLENUMS SHALL HAVE NO EXPOSED MATERIALS WITHIN THEM WITH A FLAME SPREAD
RATING OF 26 OR GREATER OR A SMOKE DEVELOPED RATING OF 50 OR GREATER. ALL WIRING IN
RETURN AIR PLENUMS SHALL BE IN NONCOMBUSTIBLE CONDUIT OR SHALL HAVE AN APPROVED
PLENUM RATING. TEMPERATURES IN RETURN AIR PLENUMS SHALL BE RESTRICTED TO A RANGE OF 50
TO 125 DEGREES FAHRENHEIT AND MOISTURE CONTENT SHALL BE CONTROLLED SO AS NOT TO
ADVERSELY AFFECT GYPSUM PRODUCTS WITHIN THE PLENUM.
4.
ALL EXPOSED COMBUSTIBLE FRAMING MEMBERS WITHIN A RETURN AIR PLENUM SHALL BE SHEATHED
WITH MIN. ONE LAYER OF 1/2" GYPSUM BOARD SECURELY FASTENED AND TAPED (PROVIDE
BLOCKING/FURRING AS REQUIRED) UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS.
FIRE RETARDANT WOOD AND HEAVY TIMBER MEMBERS MAY BE EXPOSED IN RETURN AIR PLENUMS
WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL.
5.
IN SPRINKLERED OCCUPANCIES A3, A4, B, F, M & S, INTERIOR WALL AND CEILING FINISHES SHALL BE
OF THE FOLLOWING FLAME SPREAD CLASSIFICATIONS (IN ACCORDANCE WITH CBC 2016 CHAPTER 8):
EXIT ENCLOSURES -CLASS B
CORRIDORS -CLASS B
OTHER AREAS -CLASS C
CLASS A ASTM E84 -0-25 FLAME SPREAD: SMOKE DEVELOPED 0-450 CLASS B ASTM E84 -26-75
FLAME SPREAD: SMOKE DEVELOPED 0-450 CLASS C ASTM E84 -76-200 FLAME SPREAD: SMOKE
DEVELOPED 0-450
6.
CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS OF TYPE, QUANTITY AND LOCATION
DETERMINED BY THE FIRE DEPARTMENT INSPECTOR. CONTRACTOR SHALL SUBMIT PROPOSED
LOCATIONS AND CUT SHEETS INDICATING FINISHES AND SIZES TO THE ARCHITECT FOR APPROVAL
PRIOR TO INSTALLATION.
7.
PROVIDE AND INSTALL OUTSIDE GAS SHUT-OFF VALVE AND SIGNAGE IDENTIFYING LOCATIONS OF
GAS AND ELECTRICAL SHUT-OFFS PER THE FIRE DEPARTMENT INSPECTOR.
8.
PROVIDE AND INSTALL SMOKE DETECTORS, DUCT DETECTORS, AND OTHER SUCH DETECTION
DEVICES AS REQUIRED BY CODE AND THE FIRE DEPARTMENT INSPECTOR.
9.
PROVIDE ALL PAINTING OF CURBS AND SIGNAGE INDICATING FIRE LANES, ROOF ADDRESS, BUILDING
ADDRESS, ETC. AS REQUIRED BY THE FIRE DEPARTMENT INSPECTOR
10.
PROVIDE MASTER KEY KNOX-BOX AT ENTRY OF EACH BUILDING AND SITE GATES AS REQUIRED BY
THE FIRE DEPARTMENT INSPECTOR. LOCATIONS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO
INSTALLATION.
11.
IDENTIFICATION OF FIRE AND SMOKE SEPARATION WALLS SHALL BE IDENTIFIED PER CHAPTER 7 OF
2016 CBC. IDENTIFICATION SHALL BE REPEATED AT INTERVALS NOT EXCEEDING 30 FEET MEASURED
HORIZONTALLY ALONG THE WALL OR PARTITION; AND INCLUDE LETTERING NOT LESS THAN .5 INCHES
IN HEIGHT INCORPORATING THE SUGGESTED WORDING : " FIRE AND OR SMOKE BARRIER -PROTECT
ALL OPENINGS,"
12.
1. PROVIDE ACCESS DOORS AND PANELS IN WALLS, CEILINGS, AND FLOORS AS REQUIRED BY
INSTALLATION OF MECHANICAL, FIRE PROTECTION, ELECTRICAL, AND PLUMBING SYSTEMS IN
ADDITION TO THOSE SHOWN ON THE DRAWINGS. CONTRACTOR SHALL SUBMIT PROPOSED
LOCATIONS AND CUT SHEETS INDICATING FINISHES AND SIZES TO THE ARCHITECT FOR APPROVAL
PRIOR TO INSTALLATION
2. CONTRACTOR SHALL VERIFY AND COORDINATE SIZE, LOCATION AND TYPE OF ALL MECHANICAL
EQUIPMENT PLATFORMS AND BASES AS WELL AS POWER AND GAS/WATER/DRAIN INSTALLATIONS
WITH MANUFACTURERS REQUIREMENTS PRIOR TO INSTALLATION OF EQUIPMENT AND PLATFORMS.
CHANGES MADE TO ACCOMMODATE FIELD CONDITIONS OR CONTRACTORS SUBSTITUTIONS SHALL BE
MADE AT THE CONTRACTOR'S EXPENSE
3. WHERE RESTROOMS ARE PROVIDED, CONTRACTOR SHALL SUPPLY MECHANICAL VENTILATION TO
ENSURE AIR CHANGES EVERY FIVE MINUTES PER CBC CHAPTER 12 CBC 2016 AND TABLE 4.4 OF THE
CMC.
IN WAREHOUSE AREAS, A MINIMUM OF ONE AIR CHANGE EVERY HOUR SHALL BE PROVIDED VIA
VENTILATED SKYLIGHTS OR MECHANICAL SYSTEMS. SEE ROOF PLAN AND MECHANICAL DRAWINGS.
4.
1. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH AND UNINTERRUPTED PANEL FOR OPENING
BY WHEELCHAIR FOOTREST.
CENTER OF ALL DOOR HARDWARE TO BE 34" MINIMUM TO 44" MAXIMUM ABOVE FLOOR. LATCHING
AND LOCKING DOORS TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER OR PUSH-PULL TYPE
HARDWARE
2.
THE MAXIMUM EFFORT REQUIRED TO OPERATE A DOOR SHALL NOT EXCEED 5 POUNDS FOR
EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS WITH A PULL OR PUSH EFFORT BEING
APPLIED AT RIGHT ANGLE TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING
DOORS. AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN
FIRE RATED DOORS ARE UTILIZED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE
INCREASED TO 15 POUNDS WITH A CLOSURE DEVICE
3.
PROVIDE A 2" WIDE STRIP OF SLIP RESISTANT (EQUAL TO ADJACENT TREADS) MATERIAL IN
CONTRASTING COLOR AT 1" FROM THE EDGE OF THE LOWEST TREAD AND AT THE UPPER
APPROACH TO EACH RUN OF STAIRS. AT EXTERIOR STAIRS, USE PAINT FOR MARKING TREADS
UNLESS NOTED OTHERWISE ON DRAWINGS
4.
FAUCET CONTROLS AND OPERATING MECHANISMS FOR DRINKING FOUNTAINS, KITCHEN SINKS,
LAVATORIES, AND TOILET FIXTURES SHALL BE OPERABLE WITH ONE HAND NOT REQUIRING
GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO OPERATE CONTROLS
SHALL NOT EXCEED FIVE POUNDS. THE FLUSH VALVE ON ALL WATER CLOSETS SHALL BE LOCATED
ON THE WIDE SIDE OF THE STALL. MAXIMUM HEIGHT OF FLUSH VALVES FOR ACCESSIBLE FIXTURE
SHALL NOT EXCEED 44" A.F.F. THE ACCESSIBLE LAVATORIES, FAUCET CONTROLS AND OPERATING
MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING,
PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE FAUCET CONTROLS
AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 LBS. LEVER-OPERATED, PUSH-TYPE,
AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS.
SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.
5.
THE MAXIMUM SLOPE OF ANY DISABLED VEHICULAR PARKING STALL SHALL NOT EXCEED 1/4" (1:50)
PER FOOT IN ANY DIRECTION.
6.
LATCHING & LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL,
SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL
ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING
THE ABILITY TO GRASP THE OPENING HARDWARE.
7.
ALL FLOOR SURFACES IN THE PATH OF TRAVEL SHALL BE SLIP RESISTANT.8.
DRINKING FOUNTAIN BUBBLERS SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM
COMPLYING WITH SECTION 11B-602 THAT IS FRONT MOUNTED OR SIDE MOUNTED AND LOCATED
WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN OR AN ELECTRONICALLY CONTROLLED DEVICE.
SPOUT OUTLETS SHALL BE 36" MAX. A.F.F. THE SPOUT SHALL BE LOCATED 15" MIN. FROM THE
VERTICAL SUPPORT AND 5" MAX. FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. THE
SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH MIN. AND SHALL BE LOCATED 5" MAX.
FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED
HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS
THAN 3" FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEG.
MAX. ON AN ACCESSIBLE DRINKING FOUNTAIN WITH A ROUND OR OVAL BOWL, THE SPOUT MUST
BE POSITIONED SO THE FLOW OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN
9.
OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE TELEPHONES) WITH THEIR LEADING EDGES
BETWEEN 27" AND 80" ABOVE FINISH FLOOR SHALL PROTRUDE NO FURTHER THAN 4" INTO WALKS,
HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT
OR BELOW 27"ABOVE THE FINISH FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS,
CORRIDORS, PASSAGEWAYS, OR AISLES. FREE STANDING OBJECTS MOUNTED ON POSTS OR
PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE FINISHED FLOOR. PROTRUDING
OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING
SPACE. WALKS , HALLS, CORRIDORS, PASSAGEWAYS AISLES, OR OHER CIRCULATION SPACES
SHALL HAVE 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE
OBSTRUCTION. ANY OBSTRUCTION OVERHANGING A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80"
ABOVE THE WALKING SURFACE AS MEASURE TO THE BOTTOM OF THE OBSTRUCTION.
10.
WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING, BUT NOT LIMITED
TO SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT
AN OVERHANGING OBSTRUCTION AS DEFINED.
11.
IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT
SEPARATED BY CURBS, RAILING OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE
VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS
DETACHABLE WARNING WHICH IS 36" WIDE , COMPLYING WITH SECTION 11B-705.
12.
THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER
OPERABLE EQUIPMENT SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION MEETING THE
CLEARANCES AND REACH RANGE REQUIREMENTS OF SECTION 11B-308 & 309 AND NOT LESS THAN
15" ABOVE THE FLOOR OR WORKING PLATFORM. THE CENTER OF 15, 20 & 30 AMP RECEPTACLE
OUTLETS SHALL BE NOT LESS THAN 15" ABOVE THE FINISHED FLOOR OR WORKING PLATFORM.
13.
THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO
BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND
RECEPTACLE.OUTLETS, APPLIANCES, OR COOLING , HEATING AND VENTILATING EQUIPMENT
SHALL BE 48" ABOVE THE FLOOR OR WORKING PLATFORM. IN CONFORMANCE WITH CBC 11B-308 &
309.
14.
THE CENTER OF THE ELECTRICAL RECEPTACLE OUTLETS OR BRANCH CIRCUITS OF 30 AMPERES OR
LESS SHALL BE INSTALLED NOT MORE THAN 48 INCHES NOR LESS THAN 14 INCHES ABOVE THE
FLOOR OR WORKING PLATFORM.
15.
SIGNS: VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE
UPPERCASE LETTER "O" IS 60% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "I".
STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10% MIN. AND 20% MAX. OF THE
HEIGHT OF THE CHARACTER.
16.
SIGNS: RAISED CHARACTERS AND PICTORIAL SYMBOLS ON SIGNS SHALL BE SELECTED FROM FONTS
WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MIN. AND 110% MAX. OF THE HEIGHT OF
THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15% MAX.
OF THE HEIGHT OF THE CHARACTER.
17.
SIGNS: CONTRACTED GRADE II BRAILLE: DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10"
SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO
THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF 1/40"
ABOVE THE BACKGROUND, AND ARE TO BE ROUNDED, NOT SQUARE DOTS.
18.
ALL DOORS SHALL BE FITTED WITH AN ASTRAGAL, SEAL OR BAFFLE AT THE HEAD, JAMB AND SILL1.
DOOR JAMBS MOUNTED ON AN EXTERIOR WALL SHALL LAP THE ADJACENT WALL A MINIMUM OF ONE
INCH ON BOTH THE INTERIOR AND EXTERIOR SIDE
2.
DOORS REQUIRING A VERTICAL TRACK GUIDE SHALL USE A CONTINUOUS MOUNTING ANGLE, SEALED
IN ACCORDANCE WITH ITEM 7 BELOW.
3.
DOORS MOUNTED BETWEEN JAMBS SHALL HAVE A CONTINUOUS SEAL OR BAFFLE AT EACH JAMB.4.
MEETING RAILS OF SECTIONAL DOORS AND MEETING STILES OR RAILS OF BI-PARTING DOORS SHALL
BE PROVIDED WITH A SEAL, ASTRAGAL, OR BAFFLE.
5.
SWINGING AND REVOLVING DOORS SHALL BE WEATHER STRIPPED AT THE HEAD, SILL AND JAMB.6.
OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS,
AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS AND FLOORS, AND ALL OTHER OPENINGS
BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE SEALED, CAULKED, GASKETED OR
WEATHER STRIPPED TO LIMIT AIR PENETRATION.
7.
8.
9.
A "CERTIFICATE OF COMPLIANCE" SIGNED BY THE OWNER AND GENERAL CONTRACTOR SHALL BE
GIVEN TO THE BUILDING DEPARTMENT STATING THAT THE WORK HAS BEEN PERFORMED AND
MATERIALS INSTALLED ACCORDING TO THE APPROVED PLANS AND SPECIFICATIONS.
WITHIN THE SCOPE OF THE ARCHITECTS WORK, THIS PROJECT HAS BEEN DESIGNED TO COMPLY
WITH ALL THE APPLICABLE REQUIREMENTS OF THE CALIFORNIA ENERGY COMMISSIONS REGARDING
ENERGY CONSERVATION STANDARDS (T-20-1451 TO T-20-1525).
THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE
FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR
SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, SINCE THESE ARE SOLELY
THE CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE FOLLOWING
IS A LIST OF SAFETY ISSUES TO BE REVIEWED BY THE CONTRACTOR PRIOR TO THE START OF THE
WORK. THIS LIST IS NOT INTENDED TO BE A COMPLETE LIST OF RELEVANT SAFETY ISSUES.
OBSERVATION VISITS PERFORMED BY THE ARCHITECT SHALL NOT INCLUDE REVIEW OF THE
FOLLOWING ITEMS:
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO
NOT INDICATE THE METHOD OF CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ERECTION
BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR HIS CONSULTANTS. THE
CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING ALL PHASES OF
CONSTRUCTION.
1.
CONTRACTOR SHALL DETERMINE ALL PHASES OF WORK WHICH REQUIRE AN ERECTION PLAN
ACCORDING TO ALL APPLICABLE SAFETY REGULATIONS. A CERTIFIED COPY OF SUCH ERECTION
PLANS SHALL REMAIN ON THE CONSTRUCTION SITE AT ALL TIMES.
2.
TEMPORARY LOADING DURING CONSTRUCTION SHALL NOT OVERLOAD DESIGN VALUES.
CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL TRADES OF SUCH VALUES PRIOR TO
COMMENCEMENT OF WORK. THE CONTRACTOR SHALL PROVIDE MOUNTED VISIBLE SIGNAGE
INDICATING THE DESIGN LOADS IN ALL SPACES AS REQUIRED BY APPLICABLE SAFETY REGULATIONS.
THE FINAL OCCUPANT OF THE BUILDING SHALL BE RESPONSIBLE FOR NOT EXCEEDING THESE LIMITS
FOLLOWING COMPLETION OF THE PROJECT.
3.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF A CAL-OSHA PERMIT IS
REQUIRED FOR ANY PART OF THE WORK, AND TO OBTAIN SUCH PERMIT SHOULD IT BE REQUIRED.
4.
LACK OF A GUARDRAIL AT BUILDING PARAPETS, FLOOR OPENINGS, AND ROOF OPENINGS MAY NOT
MEET CURRENT LABOR CODES FOR A SPACE WHICH MAY BE OCCUPIED. THE ARCHITECT
RECOMMENDS THE USE OF GUARDRAILS AT ALL SUCH CONDITIONS. SHOULD GUARDRAILS NOT BE
INSTALLED, THE OWNER SHALL ACCEPT FULL RESPONSIBILITY. IN ADDITION, THE CONTRACTOR
SHALL PROVIDE CLEARLY LEGIBLE SIGNAGE AT THESE LOCATIONS STATING "CAUTION -NO
GUARDRAIL."
5.
ALL TEMPORARY FLOOR AND ROOF OPENINGS LACKING GUARDRAILS SHOULD BE ADEQUATELY
PROTECTED DURING CONSTRUCTION.
6.
CONTRACTOR SHALL VERIFY THAT ALL INSTALLED SKYLIGHTS HAVE BEEN DESIGNED TO WITHSTAND
THE MINIMUM LOADS AS SPECIFIED IN THE CBC.
7.
MATERIALS USED IN THIS DESIGN MAY BE HAZARDOUS TO ONE HEALTH. THE CONTRACTOR AND
OWNER SHALL ACCEPT ALL RESPONSIBILITY FOR SUCH MATERIALS AND SHALL POST SIGNAGE
WARNING OF SUCH MATERIALS WHERE REQUIRED BY LAW PRIOR TO PROJECT OCCUPANCY.
8.
THE CONTRACTOR, DURING CONSTRUCTION, AND THE OWNER, DURING OCCUPANCY, SHALL ASSUME
FULL RESPONSIBILITY FOR PROPER ROOF MAINTENANCE TO INSURE PROPER ROOF DRAINAGE AT
ALL TIMES.
9.
MEANS OF EGRESS SHALL BE ILLUMINATED WITH AT LEAST ONE FOOT CANDLE AT THE FLOOR LEVEL
AT ALL TIMES [CBC 1008.2 and 1008.2.1]
53.
13. HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING, AS A CONDITION OF
OCCUPANCY.
SAFETY NOTES:
GENERAL NOTES:
FIRE PROTECTION NOTES:
MECHANICAL & ELECTRICAL NOTES:
FIRE DEPARTMENT NOTES
1. INTERIOR FINISHES AND COMBUSTBLE DECORATIVE MATERIALS SHALL COPMLY WITH CFC 801.
2. STORAGE OF COMBUSTBLE MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, IN RACKS,
OR ON SHELVES WHERE THE TOP OF STORAGE IS GREATER THAN 12 FEET IN HEIGHT SHALL
COMPLY WITH CFC CHAPTER 23.
3. THE STORAGE, USE AND DISPENSING OF HAZARDOUS MATERIALS SHALL NOT EXCEED THE
MAXIMUM ALLOWABLE QUANTITIES AS SET FORTH IN TABLES 307.1(1) AND (2) OF THE CBC.
4. THE STORAGE, USE OR DISPENSING OF HAZARDOUS MATERIALS, AS DEFINED BY THE FIRE
CODE, SHALL COMPLY WITH CFC CHAPTER 27.
5. INSTALLATION OR REMOVAL OF ABOVEGROUND/UNDERGROUND STORAGE TANKS AND
ASSOCIATED EQUIPMENT SHALL BE APPROVED BY THE ANAHEIM FIRE DEPARTMENT UNDER
SEPARATE REVIEW.
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EXO G EN ER AT ORAIR C HILL ER WAT ER P UMP S TA TION
EXO G EN ER AT ORAIR C HILL ER
WAT ER P UMP S TA TION
EXO G EN ER AT ORAIR C HILL ER WAT ER P UMP S TA TION
EXO G EN ER AT ORAIR C HILL ER
WAT ER P UMP S TA TION
WAT ER P UMP S TA TION
CON
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ELECT
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SERVI
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PANEL
FURNACE #4
CHARGE END
PROPOSED 12X12X24 VACUUMFURNACE #5
CHARGE END
FURNACE #3CHARGE END
FURNACE #2CHARGE END
FURNACE #1CHARGE END HOOD ASSEMBY (TYP)
UP
1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19
A
B
C
D
E
F
G
H
1.5 2.6 3.1
7
5.1 5.8 6.5
EX
I
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EX
I
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EX
I
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EX
I
T
EXIT
EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT
EXIT
EXIT
EXIT EXIT EXIT EXIT EXIT EXIT EXIT EXIT
EXIT EXIT
EXIT
EXIT EXIT EXIT
EXIT
EXIT
EXIT
EXIT EXIT
EXIT
EXIT EXIT EXIT
EXIT EXIT
EXIT EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
MIN.
5' - 0"
PATH OF TRAVEL
TO REMAIN
UNOBSTRUCTED
AND CLEAR FROM
EQUIPMENT
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
69358 SF
(E) 920/930 AIR WAY MIGHTY
MOUSE
153
F2
685
100
3
102.75"
2
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
8669 SF
(E) 900 ALLEN
172
F2
75.14
100
2
32" MIN.
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
8697 SF
(E) 900 ALLEN FUTURE GROWTH
171
F2
86.67
100
2
32"MIN.
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
25841 SF
912 RUBERTA SWING ARMS
170
F2
264.41
100
2
41.55"
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
3139 SF
(E) HERMETICS ROOM
176
F2
31.39
100
1
32"MIN.
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
16435 SF
(E) DEBURRING 931 ALLEN
175
F2
164
100
2
24.6" = 32"
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
14457 SF
(E) 1021 AIR WAY
169
S2
149.25
100
2
22.38" = 32" MIN.
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
434 SF
(E) SAND BLASTING ROOM
168
B "INCIDENTAL USE"
4.39
100
1
32"
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
59547 SF
(E) 1007 AIR WAY MICRO D
158
F2
596
100
3
89.4"
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
2012 SF
(E) HONEYWELL
165
F1
41
100
1
32"
-
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
1377 SF
(E) BREAK ROOM
139
A2 'INCIDENTAL USE'
91.8
15 NET
2
13.77 = 32"
-
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
854 SF
(E) HONEYWELL (2)
166
F1
9
100
1
32" MIN.
-
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
2367 SF
(E)BREAK ROOM
159
A2 'INCIDENTAL USE'
158
15
2
32"MIN.
-
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
1396 SF
(E) BREAK ROOM
163
A2 'INCIDENTAL USE'
91.4
15
2
32"MIN.
-
OV
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35
0
'
-
0
"
F-2/S-2/A2 'INCIDENTAL USE'/B (MODERATE AND LOW HAZARD FACTORY INDUSTRIAL /
MODERATE AND LOW HAZARD STORAGE / A2 CAFETERIA 'INCIDENTAL USE' / OFFICE
USES)
OCCUPANCY CALCULATIONS FOR MANUFACTURING AREA
BY THE USE OF NONSEPARATED OCCUPANCY PER 508.3 CBC, USES NEED NOT BE
SEPARATED FROM ONE ANOTHER OR FROM THE REMAINDER OF THE BUILDING.
THE DOMINATED USE OF F-2 IS USED TO CLASSIFY ENTIRE BUILDING. UNDER THE
SECTION 507.4 SPRINKLERED, ONE-STORY BUILDING OF TYPE F AND BEING OPEN ALL
SIDES MORE THAN 60'-0", BUILDING IS UNLIMITED IN SIZE.
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
2891 SF
ADMIRALL HALL
143
A2
193
15
2
32" MIN.
EXIT EXIT
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
2372 SF
(E) BREAK ROOM
150
A2
157
15
3
32" MIN.
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
1781 SF
(E) PRESS ROOM
196
F1
17.81
100
1
32" MIN.
MANUFACTURING
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
5841 SF
(E) WET PROCESSING ROOM
195
F1
58.43
100
1
32"
FLOOR TO BE SEALED
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
1057 SF
(E) SILICONE MOLDING ROOM
198
F2
10.57
100
1
32"
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
1837 SF
(E) MASKING ROOM
202
F2
27.81
100
1
32" MIN.
ASSEMBLY
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
1827 SF
(E) YELLOW CLEAN ROOM
180
F1
22.19
100
1
32"MIN.
MANUFACTURING
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
1598 SF
(E) MANUAL TRIM ROOM
209
F2
16.02
100
1
32" MIN.
ASSEMBLY
EXIT
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
2991 SF
(E) INVENTORY ROOM
203
S2
7.55
100
1
32" MIN.
STORAGE
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
1824 SF
(E) WASTE TREATMENT
211
F1
12.19
100
1
32" MIN.
FLOOR TO BE SEALED
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
4685 SF
(E) SMT LINE ROOM
199
F1
8.28
100
1
32" MIN.
MANUFACTURING
EXIT
EXIT
EXIT
EXIT
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
10716 SF
(E) TERMINII
214
F2
107.10
100
5
2(32") MIN.
ASSEMBLY
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
994 SF
(E) OPTICAL FLEX
215
F1
9.94
100
2
32" MIN.
ASSEMBLY
EXIT
EXIT
EXIT
EXIT
EXIT
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
1286 SF
(E) DRILL ROOM
213
F1
13.94
100
1
32" MIN.
MANUFACTURING
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
5082 SF
(E) FIBER ROOM
216
F2
50.82
100
2
32" MIN.
MAX. TRAVEL DISTANCE
TO EXIT 250' PER 1017.2
EQUIP. W/ SPRINKLER:
238.00' TRAVEL DISTANCE TO EXIT
Room Number
Room name
Occupancy
Area in SF
Occupant Load Factor (OLF)
per 1004.1.2 CBC 2019
No. of Occupants
No. of Exits
Door Exit Width
Occupancy Use:
1795 SF
THAD ROOM
217
B
12.1
100
2
2.42"=32" MIN.
EXIT
EXIT
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1" = 40'-0"1 CODE DIAGRAM PHASE XV
EXO GENERATORAIR CHILLER
WATER PUMP STATION
EXO GENERATORAIR CHILLER
WATER PUMP STATION
EXO GENERATORAIR CHILLER
WATER PUMP STATION
EXO GENERATORAIR CHILLER
WATER PUMP STATION
WATER PUMP STATION
CONTRO
L
P
A
N
E
L
CONT
R
O
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P
A
N
E
L
CONTRO
L
P
A
N
E
L
C
O
N
T
R
O
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P
A
N
E
L
C
O
N
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O
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P
A
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E
L
ELE
C
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A
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SER
V
I
C
E
PAN
E
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FURNACE #4
CHARGE END
PROPOSED 12X12X24 VACUUMFURNACE #5
CHARGE END
FURNACE #3
CHARGE END
FURNACE #2
CHARGE END
FURNACE #1
CHARGE END HOOD ASSEMBY (TYP)
UP
1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19
A
B
C
D
E
F
G
H
F.7
1.5 2.6
F.3
F.9
G.5
3.1
7
5.1 5.8 6.5
H.1
PORTABLE FIRE EXTINGUISHER WITH A
RATING OF NOT LESS THAN 2-A OR 2-A10BC
WITHIN 75 FEET TRAVEL DISTANCE TO ALL
PORTIONS OF THE BUILDING ON EACH
FLOOR,ALSO DURING CONSTRUCTION
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T15-1.6
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1" = 30'-0"1 FIRE EXT. PHASE XV PLAN
KEYNOTES:00
1. NOT USED.
2. EXISTING CURB CUT.
3. EXISTING STREET FIRE HYDRANT
4. EXISTING STREET LIGHT
5. EXISTING ACCESSIBLE PARKING STALL COMPLIANCE SIGNAGE AT DRIVEWAY ENTRANCES INTO SITE.
6. EXISTING FIRE DEPARTMENT CONNECTION. SEE FIRE PROTECTION DRAWINGS.
7. EXISTING FIRE BACKFLOW PREVENTER TO BE SCREENED WITH LANDSCAPE.
8. EXISTING IRRIGATED LANDSCAPING PER GUIDELINES WITH MIN 6" CONCRETE CURBS AT ALL INTERIOR
PERIMETERS.
9. EXISTING MEDIUM BROOM FINISH CONCRETE SIDE WALK: MIN. 4.5" THK. 2500 PSI WITH #3 BARS @ 18"
O.C. EA. WAY OVER 95% COMPACTED 12" SUBGRADE. PROVIDE CONTROL / CONSTRUCTION JOINTS @
MAX. 5'-0" O.C. SHADED AREAS: #5 TOP-CAST WASH FINISHED CONCRETE WITH THE C-34 DARK GREY
COLOR MIX.
10. EXISTING ACCESSIBLE PATH OF TRAVEL FROM STALLS & PUBLIC WAY TO PRIMARY ENTRANCE. SEE
CIVIL DRAWINGS. SLOPE NOT TO EXCEED 1:20 EXCEPT AT CURB RAMPS AND OTHER DEFINED RAMPS.
CROSS SLOPE NOT TO EXCEED 1/4" PER FOOT. SEE GENERAL NOTES ON THIS SHEET FOR ADDITIONAL
DATA. STRIPE PAVING WITH WHITE PAINT AT ALL DRIVEWAY CROSSINGS.
11. EXISTING ACCESSIBLE PRIMARY ENTRANCE / EXIT. PROVIDE 5' MIN. DEEP LEVEL CONCRETE LANDING
WITH MAX. CROSS SLOPES NOT EXCEEDING 1/4" PER FOOT. PROVIDE ACCESSIBILITY SIGNAGE, NO
SMOKING SIGNAGE, AND EXIT SIGN ON INTERIOR PER SHEET T24-3.
12. EXISTING CONCRETE TILT-UP OFFICE / WAREHOUSE FACILITY.
13. EXISTING ON-SITE FIRE HYDRANT. PROVIDE GUARD POSTS PER FIRE DEPARTMENT STANDARDS.
14. PROPERTY LINE.
15. EXISTING LANDSCAPE CONTROLLER.
16. EXISTING 3000 PSI CONCRETE SITE PAVING OVER COMPACTED SUBGRADE .
17. EXISTING INTERIOR ELECTRICAL SWITCHGEAR.
18. EXISTING TRANSFORMER AND VAULT.
19. UNLESS SHOWN OTHERWISE, ALL EXIT DOORS SHALL HAVE A MINIMUM 5'-0" SQ. CLEAR AND LEVEL
CONCRETE LANDING W/ MAX. PER DETAIL 14/AD-1. CROSS SLOPES NOT EXCEEDING 1/4" PER FOOT.
TYPICAL U.N.O. WHERE LANDINGS REQUIRE MORE THAN ONE STEP, PROVIDE STEEL HANDRAILS
20. EXISTING GRADE LEVEL LOADING DOOR.
21. EXISTING DOCK HIGH TRUCK LOADING DOOR.
22. EXISTING 8' HIGH ROLLING/SWING GATES AS SHOWN ON SITE PLAN. ALL SITE GATES WILL HAVE KNOX
BOXES AND AND RAPID ENTRY SYSTEM TO ALLOW FOR FIRE DEPARTMENT ACCESS. GATES SHALL
PROVIDE 80% OPACITY. SUBMIT DETAILED SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL.
PROVIDE CONDUIT FOR FUTURE GATE MOTORS AND COMMUNICATIONS.
23. TYPICAL 8" DIA. (U.N.O.) CONCRETE FILLED GUARD POST PAINTED SAFETY YELLOW WHERE SHOWN.
24. EXISTING 12'-0" HIGH MIN. (AS MEASURED FROM INSIDE THE TRUCK YARD) PAINTED CONCRETE
SCREEN WALL. PROVIDE WATERPROOFING PER SPECS WHERE LANDSCAPED GRADE ON ONE SIDE OF
WALL IS ABOVE FINISH GRADE ON TO OTHER SIDE OF WALL. 25. EXISTING INTERIOR ROOF DRAIN
AND/OR OVERFLOW DRAIN TO EXIT BUILDING THROUGH TILT-UP WALL OR RAMP PANEL. DRAIN PIPES
TO EXTEND TO FACE OF CURB OR CONNECT WITH ON-SITE STORM DRAIN SYSTEM. SEE CIVIL
DRAWINGS.
25. EXISTING INTERIOR ROOF DRAIN AND OVERFLOW DRAIN
26. EXISTING ONE HOUR RATED FIRE PUMP ROOM WITH FIRE DEPARTMENT ACCESS FROM EXTERIOR.
PROVIDE SIGNAGE ON EXTERIOR DOOR.
27. EXISTING TYPICAL STANDARD PARKING STALL 9' X 20' (OR 9' X 17' + 3' OVERHANG).
28. EXISTING BOLT DOWN RIBBON WAVE STYLE GALVANIZED BIKE RACK BY PATTERSON WILLIAMS. USE 5
BIKE CAPACITY 1602-05G .
29. EXISTING SANITARY SEWER LINE -
30. EXISTING DOMESTIC WATER LINE -
31. EXISTING TWO COMPARTMENT TRASH ENCLOSURE: MIN. 6' HIGH PAINTED CONCRETE WALLS W/
PAINTED SOLID METAL GATES. PROVIDE 6"H (MIN.) X 6"W CONCRETE CURB AT INTERIOR PERIMETER OF
ENCLOSURE WITH EMBEDDED L3” X 3” X 1/4” GALVANIZED STEEL ANGLE & 1/2” ROUND X 6” J-BOLTS @
4'-0” ON CENTER MAX. PROVIDE CONCRETE SLAB AND APRON PER TRUCKING APRON REQUIREMENTS.
ONE COMPARTMENT DESIGNATED FOR RECYCLABLE MATERIALS INCLUDING PLASTICS, METALS,
PAPER, GLASS & CARDBOARD.
32. EXISTING 'CV' DESIGNATES A PARKING STALL MARKED AS "CLEAN AIR / VANPOOL / EV" VEHICLE
PARKING.
33. EXISTING WATER QUALITY AND DETENTION BASIN . AT BASINS 4 & 5 PROVIDE A 5' MIN. SURROUNDING
FENCE WITH MAINTENANCE ACCESS GATES.
34. EXISTING ON SITE LIGHTING - POLE MOUNTED FIXTURES ON SACKED & PATCHED CONCRETE BASE.
LIGHTING DESIGNED TO NOT CREATE GLARE INTO ADJACENT PROPERTIES AND STREETS.
35. EXISTING ACCESSIBLE PATH SIGNAGE.
36. EXISTING ELECTRIC VEHICLE CAR CHARGING STATION TO SERVE TWO STALLS.
37. N/A
38. EXISTING 8'-0" TUBULAR STEEL PICKET FENCE.
39. EXISTING 36" MIN. DEPTH TRUNCATED DOME DETECTABLE WARNING SURFACE
40. EXISTING PRIVATE STREET WITH ACCESSIBLE PATH SIDEWALKS & CURB CUTS AND A SIGNALIZED
INTERSECTION AT LOWER AZUSA ROAD.
41. EXISTING STORM DRAIN AND EASEMENT. PROTECT IN PLACE.
42. EXISTING CMU SCREEN WALL. PROTECT IN PLACE.
43. EXISTING SEWER PUMP STATION.
44. EXISTING EMERGENCY GENERATOR FOR SEWER PUMP STATION.
45. EXISTING 25' HIGH ILLUMINATED FLAGPOLE
46. EXISTING 12' SQ. CONCRETE PAVED LUNCH PATIO AREA: MIN. 4.5" THK. 2500 PSI WITH #3 BARS @ 18"
O.C. EA. WAY OVER 95% COMPACTED 12" SUBGRADE. PROVIDE CONTROL / CONSTRUCTION JOINTS @
MAX. 5'-0" O.C. FINISH: #5 TOP-CAST WASH FINISHED CONCRETE WITH THE C-34 DARK GREY COLOR MIX.
47. NO SMOKING WITHING 15' OF THE BUILDING SIGNAGE.
48. EXISTING AC UNIT PER MECHANICAL
49. EXISTING BREAK ROOMS, RESTROOMS AND MECHANICAL ROOMS
50. EXISTING WORK AREA WITH NEW DEMISING WALLS
51. EXISTING EQUIPMENT CANOPY
52. EXISTING ACCESSIBLE RAMP
53. EXISTING EQUIPMENT PAD.
54. EXISTING 50' FLAG POLE LOCATED ON CONCRETE PILASTER
55. EXISTING LN2 TANK
56. EXISTING EQUIPMENT CANOPY TO BE REMOVED
57. N/A
58. EXISTING STATIONS.
59. EXISTING EQUIPMENT PAD
60. PROPOSED NEW AREA OF WORK
(E) PARKING
38
22
38
22
14
38
32
CV
CV
CV
CV
CV
CV
CV
CV
5
2
7 8 31 4
47
47 47
18
26
17
45
11
25
46
W
30
S
29
20
21 20
42 41
19
38
22
22
38
27
5
9 108
11
W
S
25
2930
23
22
3424
16
13
50
18
4848 4848 48 48 48
4949
39
39
39
39
4949
13
51
52
51 51 51
51
CANOPY 1 CANOPY 3 CANOPY 4 CANOPY 5
CANOPY 6
53
EQ.
PAD 1
28
28
54
51
CANOPY 2
EVCS
EVCS
EVCS
EVCS
EVCS
EVCS
EVCS
EVCS
58
EVCS EVCS
(VAN ACC)
58
59
59
59
59
CV CV CV
60
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A15-1.0
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GENERAL NOTES:
1. SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING SITE DRAINAGE,
TOPOGRAPHY AND UTILITIES.
2. UNLESS NOTED OTHERWISE, SHADED AREAS REPRESENT PROPOSED LANDSCAPE WITHIN
PROJECT BOUNDARIES AND ALONG STREET FRONTAGE - SEE LANDSCAPE DRAWINGS FOR
ADDITIONAL DATA. PROVIDE PROTECTIVE 6" X 6" (MIN) CONCRETE CURBING FOR ALL
PLANTERS ADJACENT TO AREAS INTENDED FOR VEHICLE PARKING OR TRAVELING AND ALL
PAVED AREAS.
3. NO EXTERIOR TENANT SIGNAGE IS PROPOSED FOR THE PROJECT AS PART OF THIS
PERMIT APPLICATION.
4. FOR PAVING SECTIONS, CONCRETE CURBS, SWALES, AND GUTTERS SEE CIVIL DRAWINGS.
NOTES ON THIS DRAWING AND DETAILS ON SHEET AD.1 ARE MINIMUMS ONLY.
5. ALL DIMENSIONS ARE TO FACE OF CONCRETE CURB, FACE OF CONCRETE PANEL, OR TO
GRIDLINE U.N.O.
6. PAINT CURBS AND PROVIDE POSTED SIGNAGE TO INDICATE FIRE LANES PER FIRE
DEPARTMENT (FIELD INSPECTOR ) REQUIREMENTS. CONTRACTOR TO COORDINATE FINAL
LOCATIONS IN FIELD WITH FIRE INSPECTOR. ROLL PRIMER PAINT COAT.
7. ALL AUTO PARKING STALLS SHALL BE STRIPED PER CITY STANDARDS. CONTRACTOR
SHALL CONFIRM FINAL STRIPING CONFIGURATION WITH CURRENT CITY STANDARDS PRIOR
TO PAINTING. SEE SPECIFIC DETAILS FOR ACCESSIBLE STALL DIMENSIONS.
8. WHEN DIRECTLY IN FRONT OF AUTO STALLS IN OVERHANG AREA, PLANT TREES AND
LOCATE LIGHT STANDARDS CENTERED BETWEEN STALLS.
9. PROVIDE ROOT BARRIERS IN LANDSCAPE AREAS WHERE LESS THAN FIVE FEET IN WIDTH
U.N.O. ON LANDSCAPE DRAWINGS OR PER CITY STDS.
10. PROVIDE GUARD POSTS AT ALL FIRE HYDRANTS AND P.I.V.'S PER LOCAL ORDINANCES,
FIRE PROTECTION DRAWINGS AND PER ARCHITECTURAL DETAILS.
11. PROVIDE A KNOX BOX KEY ACCESS AT THE PRIMARY BUILDING ENTRANCES AND AT ALL
SITE GATES TO BE INSTALLED PER FIRE DEPARTMENT RECOMMENDATIONS. (THE NUMBER
OF KNOX BOXES REQUIRED FOR EACH BUILDING SHALL BE DETERMINED BY THE FIRE
DEPARTMENT PENDING FIELD INSPECTION). ARCHITECT SHALL BE CONSULTED REGARDING
LOCATION PRIOR TO INSTALLATION.
12. WALK SURFACES WITH A SLOPE OF LESS THAN 5% GRADIENT SHALL HAVE A MEDIUM
BROOM OR EXPOSED AGGREGATE FINISH WITH A SLIP RESISTANCE EQUAL TO A MED. SALT
FINISH U.N.O. WALK SURFACES WITH A SLOPE OF GREATER THAN 6% GRADIENT SHALL BE
SLIP RESISTANT PER DISABLED ACCESS STANDARDS. ACCESSIBLE WALK CROSS SURFACE
SLOPES SHALL NOT EXCEED 1/4" PER FOOT OR 2%.
13. ANY ABRUPT LEVEL CHANGES SHALL BE LESS THAN OR EQUAL TO 1/2" ALONG ANY
ACCESSIBLE ROUTE OF TRAVEL. WHEN CHANGES DO OCCUR, THEY SHALL BE BEVELED
WITH A SLOPE OF LESS THAN OR EQUAL TO 1:2. LEVEL CHANGES OF 1/4" MAX MAY BE
VERTICAL. IF LEVEL CHANGES ARE GREATER THAN 1/2", THEY MUST COMPLY WITH THE
REQUIREMENTS OF CURB RAMPS.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE SOILS REPORT AND
FOLLOWING IT'S RECOMMENDATIONS FOR EXCAVATIONS.
15. ALL UNDERGROUND PIPING SUBJECT TO CORROSIVITY SHALL BE WRAPPED WITH
PROTECTIVE COATINGS PER SOILS & CORROSIVITY REPORT RECOMMENDATIONS.
16. PROPERTY LINE MEETS & BOUNDS WHICH MAY BE SHOWN ON THIS DRAWING ARE FOR
REFERENCE ONLY. REFER TO CIVIL DRAWINGS.
TRUE
NORTH
PROJECT
NORTH
1" = 50'-0"1 PROPOSED SITE PLAN - PHASE XV
EXO GENERATORAIR CHILLER
WATER PUMP STATION
EXO GENERATORAIR CHILLER
WATER PUMP STATION
EXO GENERATORAIR CHILLER
WATER PUMP STATION
EXO GENERATORAIR CHILLER
WATER PUMP STATION
WATER PUMP STATION
CONT
R
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CONTRO
L
P
A
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E
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CONTR
O
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P
A
N
E
L
C
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N
T
R
O
L
P
A
N
E
L
C
O
N
T
R
O
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P
A
N
E
L
ELEC
T
R
I
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A
L
SERV
I
C
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PANE
L
FURNACE #4
CHARGE END
PROPOSED 12X12X24 VACUUMFURNACE #5
CHARGE END
FURNACE #3
CHARGE END
FURNACE #2
CHARGE END
FURNACE #1
CHARGE END HOOD ASSEMBY (TYP)
UP
UP
UP
1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19
A
B
C
D
E
F
G
H
F.7
1.5 2.6
F.3
F.9
G.5
3.1
7
5.1 5.8 6.5
H.1
5.2
0.
6
0
%
(E) ELEC ROOM
101
(E) VESTIBULE
102
(E) PUMP ROOM
103
BREAKROOM
109
2
(E) LOBBY
105
(E) CONFERENCE
RM.
107
(E) OPEN OFFICE
108
(E) CLOSET
120
(E) EXECUTIVE
OFFICE
119
(E) OFFICE
118
(E) OFFICE
117
(E) OFFICE
116
(E) NETWORK
113
(E) JAN.
112
(E) OFC WOMENS
110
(E) OFC MENS
111
(E) WHRS
WOMENS
114
(E) WRHS MENS
115
(E) BREAK ROOM
139
(E) MECHANICAL
ROOM
144
(E) MECHANICAL
ROOM
152
(E) BREAK ROOM
155
(E) MECHANICAL
ROOM
156
(E)BREAK ROOM
159
(E) MECHANICAL
ROOM
160
(E) WOMEN'S
RESTROOM
162
(E) MEN'S
RESTROOM
161
(E) BREAK ROOM
163
(E) MECHANICAL
ROOM
164
(E) WOMEN'S
RESTROOM
122
(E) MEN'S
RESTROOM
121
(E) WOMEN'S
RESTROOM
125
(E) MEN'S
RESTROOM
124
(E) WOMEN'S
RESTROOM
127
(E) MEN'S
RESTROOM
126
(E) MECHANICAL
ROOM
123
66
'
-
0
"
(E) SAND
BLASTING ROOM
168
(E) 1007 AIR WAY
MICRO D
158
(E) 1021 AIR WAY
169
912 RUBERTA
SWING ARMS
170
(E) 900 ALLEN
FUTURE GROWTH
171
(E) 900 ALLEN
172
(E) DEBURRING
931 ALLEN
175
(E) HERMETICS
ROOM
176
(E) YELLOW
CLEAN ROOM
180
(E) HONEYWELL
165
(E) HONEYWELL
(2)
166
(E) WOMEN'S
RESTROOM
187
(E)MEN'S
RESTROOM
186
(E) WOMEN'S
RESTROOM
185
(E) MEN'S
RESTROOM
184
920' - 0"
8' - 0"
(E) 920/930 AIR
WAY MIGHTY
MOUSE
153
(E) STAIRS TO
MEZZANINE
(E) CORRIDOR
182
CANOPY 1 CANOPY 3 CANOPY 5 CANOPY 6
(E) SILICONE
MOLDING ROOM
198
(E) PRESS ROOM
196
(E) WET
PROCESSING
ROOM
195
(E) SMT LINE
ROOM
199
(E) MASKING
ROOM
202
(E) INVENTORY
ROOM
203
(E) MANUAL TRIM
ROOM
209
1824 SF
(E) WASTE
TREATMENT
211
(E) DRILL ROOM
213
(E) TERMINII
214
(E) OPTICAL FLEX
215
IF HAZARDOUS MATERIALS WILL BE STORED
AND/OR USED WITHIN THE BUILDING, TENANT
SHALL BE REQUIRED TO REGISTER WITH THE
HAZMAT PROGRAM COORDINATOR IN THE
FIRE DEPARMENT PRIOR TO BEING ISSUED THE
PERMIT.
(E) FIBER ROOM
216
(E)
THAD ROOM
217
A15-2.3
1
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A15-2.1
PR
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1" = 30'-0"1 PROPOSED FLOOR PLAN - PHASE XV
GENERAL NOTES:
SEE SHEET A15-2.3 FOR KEYNOTES
KEYNOTES:
SEE SHEET A15-2.3 FOR KEYNOTES
00
TRUE
NORTH
PROJECT
NORTH
1 2 3
4
4
5
5
6
6
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
AA
BB
CC
DD
EE
FF
GG
HH
1.5 2.6 3.1 7
7
Room
302
Room
305
912 RUBERTA
SWING ARMS
170
(E) 900 ALLEN
FUTURE GROWTH
171
(E) DEBURRING
931 ALLEN
175
(E) 1021 AIR WAY
169
(E) 1007 AIR WAY
MICRO D
158
(E) 920/930 AIR
WAY MIGHTY
MOUSE
153
(E) HERMETICS
ROOM
176
12' - 0"
14' - 9"
(E) INVENTORY
ROOM
203
(E) SMT LINE
ROOM
199
(E) MASKING
ROOM
202
(E) DRILL ROOM
213(E) YELLOW
CLEAN ROOM
180
(E) MANUAL TRIM
ROOM
209
(E) WASTE
TREATMENT
211
(E) WET
PROCESSING
ROOM
195
(E) WET
PROCESSING
ROOM
195
(E) PRESS ROOM
196
(E) OPTICAL FLEX
215
(E) TERMINII
214
14' - 9"
14' - 9"
14' - 9"14' - 9"
14' - 9"
14' - 9"
14' - 9"
14' - 9"
14' - 9"
20' - 0"
20' - 0"
20' - 0"
A15-2.3
2
16' - 0"
CH
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1/25/2024 3:02:32 PM
A15-2.2
PR
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GENERAL NOTES:
SEE SHEET A15-2.3 FOR KEYNOTES
KEYNOTES:
SEE SHEET A15-2.3 FOR KEYNOTES
00
TRUE
NORTH
PROJECT
NORTH
1" = 30'-0"1 OVERALL RCP PLAN - PHASE XV
PLAN LEGEND:
(E) WALLS
NEW OR IN-FILL METAL STUD WALL
(SEE WALL SCHEDULE)
(E) TILT-UP WALL
?WALL TYPE TAG
(SEE WALL SCHEDULE)
ILLUMINATED EXIT SIGN
(E) 2'x4' ACT CEILING
2'x4' T-BAR LAY-IN
LED LIGHT FIXTURE
SEE ELECTRICAL PLANS
EXHUST FAN
SEE MECHANICAL PLANS
SUPPLY AIR
SEE MECHANICAL PLANS
RETURN AIR
SEE MECHANICAL PLANS
(N) 2'x4' ACT CEILING -SEE
/1 A15-6.1
1. SEE STRUCTURAL DRAWINGS FOR NOTES AND DETAILS REGARDING SUSPENDING
EQUIPMENT AND CEILINGS FROM EXISTING ROOF STRUCTURE.
2. SEE MECHANICAL DRAWINGS FOR FINAL LOCATIONS OF AIR REGISTERS. SEE
ELECTRICAL DRAWINGS FOR FINAL LOCATIONS OF LIGHT FIXTURES.
3. SEE SPRINKLER DRAWINGS FOR FINAL LOCATIONS OF SPRINKLER HEADS.
4. ALL RETURN AIR SHALL BE DUCTED.
5. ALL GYP. BD. CEILINGS & SOFFITS SHALL BE P-1 UNLESS NOTED OTHERWISE.
6. T-BAR CEILING PERIMETER "L" METAL MUST BE CAULKED AT ALL EDGES TO THE
INTERIOR
WALLS. THE COLOR OF THE CAULKING SHALL MATCH THE GRID.
7. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED . INTERNALLY
ILLUMINATED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL
924 AND SHALL INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S
INSTRUCTIONS AND CHAPTER 27. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL
COMPLY WITH GRAPHICS AND POWER SOURCE REQUIREMENTS IN SECTIONS 1011.6.1
AND 1011.6.3 RESPECTIVELY. WHEN THE FACE OF THE EXIT SIGN IS ILLUMINATED
FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY
OF NOT LESS THAN 5-FOOT CANDLES.
8. THE EMERGENCY POWER SYSTEM SHALL ALSO BE CONNECTED TO AN EMERGENCY
ELECTRICAL SYSTEM WHICH IS TO PROVIDE CONTINUED ILLUMINATION FOR A
DURATION OF NOT LESS THAN 1-1/2 HR. IN CASE OF PRIMARY POWER LOSS.
CONTINUED ILLUMINATION IS TO BE PROVIDED FROM STORAGE BATTERIES, UNIT
EQUIPMENT, OR AN ON-SITE GENERATOR AND THE INSTALLATION OF THE
EMERGENCY
9. FOR CEILING NOTES & SPEC'S SEE
RCP NOTES:
/1 A15-6.1
14
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(E)(E)(E)(E)
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(N) 20'-0" HEIGHT
(N) 20'-0" HEIGHT
(E) FULL HEIGHT
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GENERAL NOTES:
1. INTERIOR FIRE HOSE AND EXTINGUISHER LOCATIONS SHALL BE PER FIRE PROTECTION
DRAWINGS AND AS APPROVED BY FIRE DEPARTMENT.
2. CONTRACTOR SHALL PROVIDE A CHEMICAL HARDENER TO THE FLOOR AND CONTRACTOR
SHALL CONFIRM THAT ALL PRODUCTS USED ARE AQMD APPROVED WHERE APPLICABLE.
SEE KEYNOTES ABOVE. ALL CONSTRUCTION MARKINGS ON THE FLOOR SLAB MUST BE
REMOVED PRIOR TO SPRAYING, INCLUDING GREASE PENCIL, RED CAULK MARKS,TIRE
MARKS, ETC. PROVIDE SUBMITTAL SHOWING COMPATIBILITY WITH PROPOSED BOND
BREAKER.
3. CONTRACTOR TO PROTECT FLOOR SLAB DURING CONSTRUCTION AND KEEP CLEAN AT
ALL TIMES. ALL VEHICLES ON SLAB DURING CONSTRUCTION SHALL BE DIAPERED TO
PREVENT OIL SPILLS.
4. ALL DIMENSIONS ARE TO FACE OF CONCRETE WALL, STRUCTURAL GRID LINE, OR
CENTERLINE OF STUD/COLUMN U.N.O.
5. ALL DOOR OPENING DIMENSIONS GIVEN ARE FINISH OPENING SIZES. CONTRACTOR SHALL
ADJUST OPENING FOR JAMB AND SILL ASSEMBLIES ACCORDINGLY.
6. CONTRACTOR SHALL NOT PLACE CRANES ON THE FLOOR SLAB. CONTRACTOR SHALL
SUBMIT THE PANEL LIFTING PLAN TO THE ARCHITECT FOR REVIEW.
7. NO "READY MIX" TRUCKS WILL BE PERMITTED TO DRIVE OR OPERATE ON ANY PORTION
OF THE BUILDING FLOOR SLAB. A MAXIMUM OF AN 8 CUBIC YARD "READY MIX" TRUCK
MAY BE ALLOWED ON THE FLOOR SLAB FOR PERIMETER CLOSURE STRIP CONCRETE
PLACEMENT WITH PRIOR APPROVAL OF THE OWNER.
8. BUILDING IS DESIGNED FOR HIGH PILE STORAGE COMMODITY CLASSES ONE THROUGH
HIGH-HAZARD. TENANT'S SHALL SECURE ALL SEPARATE PERMITS THAT ARE REQUIRED FOR
ALL STORAGE PLANS, RACK INSTALLATIONS, AND CONVEYOR INSTALLATIONS.
9. FLOOR SLAB MAY SLOPE - SEE CIVIL DRAWINGS. CONTRACTOR SHALL COORDINATE ALL
DIMENSIONS TO COMPENSATE FOR SLOPING FLOOR.
10. ALL TRUSS MEMBERS TO BE PAINTED STANDARD GREY. PROVIDE TOUCH-UP PAINT AT
ALL FIELD WELDED CONNECTIONS.
11. G-2000 (OR LARGER MACHINE) SOFT CUT CONTROL JOINTS (MUST BE 1-3/4" MINIMUM
DEPTH) IMMEDIATELY AFTER FINISH TROWELING. ALL SAWCUT JOINTS ARE TO BE CLEANED
OUT AT THE END OF THE PROJECT.
12. ALL FLOOR SLAB PANEL FORM NAIL HOLES TO BE PREDRILLED AND WOOD DOWELED
PRIOR TO NAILING. BRACE HOLES TO BE PREDRILLED. METHOD OF CHAMFER LAYOUT IS
WITH HIGH STRENGTH SPRAY ADHESIVE OR APPROVED EQUAL. ALL FLOOR SLAB NAIL OR
BRACE FRAME HOLES FILLED WITH APPROVED 2 PART EPOXY COMPOUND TO MATCH
CONCRETE COLOR. PEGA BOND LV 2000, BURKE EPOXY INJECTION RESIN OR APPROVED
EQUAL.
13. ALL PENETRATIONS THROUGH BUILDING ARE TO BE CAULKED ON BOTH THE INTERIOR
AND EXTERIOR OF THE WALL.
14. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ANY KNOCKOUT WALL PANELS.
15. SACK AND PATCH ALL WALL LIFT POINT POCKETS ON INTERIOR OF WALL PANELS.
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE
1/4" = 1'-0"1 PROPOSED FLOOR PLAN - PHASE XV - Callout 1
1/4" = 1'-0"2 OVERALL RCP PLAN - PHASE XV - Callout 1
Wall Schedule -PHASE XV
Type Mark Description Keynote
A EXISTING 10" CONCRETE TILT UP WALL
H INTERIOR WALL - 8" 20 GA METAL STUDS @ 16" O.C. U.N.O.
WITH 1-LAYER 5/8" TYPE 'X' GYPSUM BOARD ON BOTH
SIDES. USE WATERPROOF GYPSUM BOARD IF EXPOSED
TO MOISTURE.
14
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1. (E) METAL STUD WALL
2. (E) CONCRETE FLOOR SLAB
3. (E) ROOF STRUCTURE
4. (N) HARD LID CEILING (METAL STUDS WITH 1/2"
PLYWOOD ON TOP) -SEE STRUCTURAL
5. (N) ACT SUSPENDED CEILING -SEE
6. (N) ALUMINUM WINDOW -SEE WINDOW SCHEDULE
7. (N) DOOR -SEE DOOR SCHEDULE
8. (N) METAL STUD WALL -SEE WALL SCHEDULE
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1/4" = 1'-0"1 SECTION THRU THAD'S ROOM
1/4" = 1'-0"2 Elevation 5 - a
1/4" = 1'-0"3 Elevation 6 - a
KEYNOTES:00
DOOR SCHEDULE LEGEND
HM HOLLOW METAL FRAMES, PRIMED,18 GAGE.
PR PRIMED AND PAINTED
WD 1 3/4" SOLID CORE, STAINED GRADE, PLAIN SLICED WHITE BIRCH
ST FACTORY FINISHED STAINED # 44813
HD HINGES DOUBLE ACTING
38
"
24" X 30" TEMPERED
VISION PANEL.FRAME
TO MATCH DOOR JAMB
24"
30
"
43
"
M
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SEE SCHEDULE
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A15-5.0
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1.LOCKS SHALL BE KEY OPERATED FROM THE OUTSIDE AND OPERATED FROM THE
INSIDE USING A DEVICE NOT PROHIBITED BY CHAPTER 10 OF THE CBC.
2.ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A
KEY OR SPECIAL KNOWLEDGE OR EFFORT PER CBC SECTION 1008.1.9.
3.ALL EXTERIOR SWING DOORS SHALL BE EQUIPPED WITH A DEADBOLT AND DEAD
LOCKING LATCH . THESE LATCHES SHALL COMPLY WITH CBC SECTION 1008.1.9.
4.AT THE MAIN ENTRANCE ONLY, PROVIDE SIGNAGE STATING IN 1" HIGH LETTER "
THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" THE LOCKING
DEVICE SHALL BE OF A TYPE READILY DISTINGUISHABLE AS LOCKED. ASSEMBLY
SHALL COMPLY WITH CBC SECTION 1008.1.9.3.
5.DEADBOLTS SHALL CONTAIN HARDENED INSERTS OR MANUFACTURER'S
EQUIVALENT. STRAIGHT DEADBOLTS SHALL HAVE A MIN. 1" THROW WITH A MIN.
5/8" EMBEDMENT. HOOK OR EXPANDING DEADBOLTS SHALL HAVE A MIN. 3/4"
THROW.
6.ALL LOCKS WHICH AUTOMATICALLY ACTIVATE TWO OR MORE DEADBOLTS SHALL
EMBED A MIN. 1/2" BUT NEED NOT EXCEED 1/4" INTO A HOLDING DEVICE.
7.PIN-TYPE HINGES ACCESSIBLE TO THE EXTERIOR SHALL HAVE NON-REMOVABLE
PINS.
8.ACCESSIBLE MORTISE OR RIM TYPE CYLINDER LOCKS INSTALLED IN HOLLOW
METAL DOORS SHALL BE PROTECTED BY CYLINDER GUARDS WHERE THE
CYLINDER PROJECTS BEYOND THE EXTERIOR OF THE DOOR.
9.EXITS SHALL BE ILLUMINATED AT ALL TIMES DURING BUILDING OCCUPANCY WITH
LIGHT HAVING AN INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT THE FLOOR
PER CBC SECTION 1006.
10.ALL FIRE RATED DOORS AND FRAMES SHALL HAVE COMPLETE EQUALLY RATED
ASSEMBLIES INCLUDING SMOKE SEALS, CLOSURES, ETC. FIRE DOOR ASSEMBLIES
SHALL BE LABELED BY AN APPROVED AGENCY.
11."T' = TEMPERED SAFETY GLAZING PER CBC SECTION 2406.
12.PROVIDE CLOSURE DEVICES ON ALL EXTERIOR DOORS U.N.O.
13.PROVIDE CLOSURE DEVICES ON ALL EXTERIOR DOORS AND AT PERIMTER OF
CONDITIONED SPACES.
14.WIDTH AND HEIGHT OF REQUIRED EXIT DOORS SHALL COMPLY WITH CBC
ACCESSIBILITY GUIDELINES. SEE DOOR SCHEDULE FOR ACTUAL SIZES.
15.CENTER OF ALL DOOR HARDWARE TO BE 34" TO 44" ABOVE FLOOR. LATCHING
AND LOCKING DOORS TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER OR
PUSH-PULL TYPE HARDWARE.
16.THE MAXIMUM EFFORT REQUIRED TO OPERATE A DOOR SHALL NOT EXCEED 5
POUNDS FOR EXTERIOR OR INTERIOR DOORS WITH A PULL OR PUSH EFFORT
BEING APPLIED AT RIGHT ANGLE TO HINGED DOORS AND AT THE CENTER PLANE
OF SLIDING OR FOLDING DOORS. AUTOMATIC DOOR OPERATORS MAY BE UTILIZED
TO MEET THE ABOVE STANDARDS. WHEN FIRE RATED DOORS ARE UTILIZED, THE
MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO 15 POUNDS
WITH A CLOSURE DEVICE.
17.LATCHING & LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A
PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE
HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE
DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP
THE OPENING HARDWARE.
18.ALL INTERIOR DOORS SHALL HAVE SILENCERS, UNLESS FULL SEALS ARE
REQUIRED.
19.ALL SOLID CORE WOOD DOORS SHALL BE PAINT GRADE OR STAIN GRADE
ROTARY SELECT WHITE BIRCH STAINED TO MATCH AS NOTED IN FINISH
SCHEDULE. PROVIDE SAMPLE OF DOOR WITH STAINED FINISH FOR APPROVAL.
20.ON ALL VERTICAL LIFT DOORS, BOTTOM OF DOORS SHALL OPEN TO BE MINIMUM
12" HIGHER THAN TOP OF DOOR OPENING IN WALL.
21. LANDINGS OR FLOOR LEVEL AT DOORS SHALL NOT BE MORE THAN 1/2-INCH
BELOW THE THERSHOLD. RAISED THERSHOLDS AND FLOOR LEVEL CHANGES
GREATER THAN 1/4-INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT
GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL. CBC 11B-404.2.5
DOOR NOTES
1.THE ITEMS LISTED IN THE FOLLOWING "SCHEDULE OF FINISH HARDWARE" SHALL
CONFORM THROUGHOUT TO THE REQUIREMENTS OF THE FOREGOING
SPECIFICATION. THE LAST COLUMN IN THE HARDWARE SCHEDULE REFERS TO
THE MANUFACTURER ABBREVIATION LISTED ABOVE.
2.HARDWARE AT ALL EXIT DOORS SHALL COMPLY WITH CBC SECTION 1008.
3.ON STOREFRONT DOORS, PROVIDE ALTERNATE FOR CONT. GEARED HINGE IN
LIEU OF PIVOTS. USE MARKAR FM100 OR PEMKO CFM PEMKOHINGE.
4.ON ALL EXTERIOR DOORS SERVING ELECTRIC ROOMS, COORDINATE WITH LOCAL
UTILITY IN ORDER TO PROVIDE A LOCK KEYED TO PUBLIC UTILITIES MASTER KEY.
HARDWARE SCHEDULE
NOTES:LEGEND OF LISTED MANUFACTURERS:
ADA
CRL
DOR
IDC
IVES
KEE
LCN
PEM
RIX
SCH
STA
TRM
VON VON DUPRIN
TRIMCO
STANLEY
SCHLAGE
RIXSON
PEMKO
LCN CLOSERS
KEEDEX
IVES
INTERNATIONAL DOOR CLOSERS
DORMA
C.R. LAURENCE
ADAMS RITE
EXTERIOR HARDWARE SETS INTERIOR HARDWARE SET
SAFETY TEMPERED GLASS.T
W/ KNOCK -DOWN TYPE JAMBS
A SOLID CORE INTERIOR DOOR W/ HALF LITE
DOOR
PROJECT PHASE
DOOR FRAME HARDWARE
STATUS COMMENTSNO GROUP WIDTH HEIGHT
DOOR
THICKNESS MATERIAL FINISH MATERIAL FINISH FINISH
265 PHASE 15 A 3' - 0" 8' - 0" 1-3/4" WD ST HM PR PER SCHED NEW
266 PHASE 15 A 3' - 0" 8' - 0" 1-3/4" WD ST HM PR PER SCHED NEW
DARK BRONZED ANODIZED ALUM. / GLASS DARK BRONZED ANODIZED ALUM. / GLASS
1/4" = 1'-0"1 W1
1/4" = 1'-0"2 W3
06410 Millwork:Counter Top –Corian, Platinum
Cabinet Face -Formica 920-58 Almond Exposed
Interior -White melamine Semi-exposed
3mm PVC almond edge-band on doors
.5mm PVC almond edge-band on case
PB core on cases
Medex core on doors
Blum 110 degree hinges
100lb Full extension ball bearing drawer slides
4”brushed chrome wire pulls
Quicktoe toe-kick at ADA compliant sink cabinet.
07200 Insulation Scrim:White cap sheets “WMP 10”over R30
07550 Roofing:Sarnafil 60Mil S-327, option to upgrade to 80Mil.
08160 Doors & Frames:FRAMES: Welded Hollow Metal Frames, Primed, 18 gage, by Door Components
(Strap/Clips for metal Stud framing).
DOORS: 1 ¾”Solid Core, Factory Finished Stained #44813, Plain Sliced White Birch
Architectural Grade Doors by Pacific Architectural Door Products in Portland Oregon.
VISION LIGHTS: VSL24x30 Bronze / Brown Temp Pak ¼”Vision Lite Kit by Air Louvers, set
at ADA height.
VISION LIGHTS: VSL8x30 Bronze / Brown Temp Pak ¼”Vision Lite Kit by Air Louvers, set
at ADA height. (Conference Rooms)
LOCKSETS: Schlage L-Series 03A trim in 626 finish (L-9080x03Ax626)
LATCHSETS: Schlage
PANIC DEVICE: VonDuprin 99L-NLx628 Panic Device
HINGES: 4 ½”x 4 ½”BB81x652 Hinges
HINGES DOUBLE ACTING: Bommer Hinge 3029x603-6”x 4.5”(Quantity pending door
size).
DOOR PUSH/PULLS: 4”x16”Push Pull Plate Sets
CLOSERES: LCN 4041XP x 689 Door Closer
KICK PLATES: 10”x 34”Stainless Steel Kick Plates (Width may vary)
STOPS: Trimco 1211x626 Floor Dome Stop
HOLD OPENS: Ives FS452-5 x 626 Kick-Down Hold Open
STOP & HOLD OPENS: Ives FS40 x 626 Stop and Hold Open
GASKETS: Pemco S-88D, 17’Set
08800 Glass & Glazing:Interior windows/storefront: 1 3/4”x 4”dark bronze anodized aluminum from PRL Glass and
Aluminum, 1/4”clear tempered glass. Typical RO 8’w. x 4’h. then drywall inside of
opening.
Exterior windows/storefront: 2”x 4 1/2”dark bronze anodized aluminum from PRL Glass and
Aluminum, 1”dual-glazed tempered glass with Graylite II over clear glass.
09110 Drywall:Framing: All Wall 6”18 ga metal studs.
Drywall: 5/8”type X each side. Finish: Level 5 no texture.
Drywall Ceilings: Metal Stud Ceiling joist (depth by a structural engineer) 16”o.c. with half-
inch plywood on top, with R-30 insulation above drywall.
09310 Ceramic Tile:Walls:4”x4”Ceramic Dale Tile, Group 1, White 0100.
Wall Grout Color: Laticrete #044 Bright White Non-Sanded
Floor Tile: 6”x6”, Color: A1417 Argent clean slate
Floor Grout Color: Laticrete #089 Smoke Grey Sanded
Cove Base: 6”x12”, Color: A1417 Argent clean slate
09350 Fiberglass Reinforced
Panels:Marlite Model No. P-151 Light Grey color.
09510 Acoustic Ceiling/T-Bar:General Areas: 2’x4’x5/8”Square Lay-in Cortega #769A White with Armstrong
Prelude 15/16”HD Grid
Office: Armstrong: Second Look II with 15/16”HD Grid
09549 Flooring/Carpeting:VCT: Armstrong Standard Excelon No. 51860, Soft Cool Grey
Carpet Tile: Shaw Industries Meshweave, # 58501 Midnight
Base: Burke/Mercer 4”cove base No. 850 Sterling (on Carpet, VCT and Concrete Floors).
09900 Painting:
Ceiling:Frazee –Aquaseal II for Wood
Painted wood ceiling:Frazee –FZ487 Swiss Coffee, Speed Sheen Eggshell
Interior Walls:Frazee –FZ487 Swiss Coffee, Speed Sheen Eggshell
Restrooms:Frazee –FZ487 Swiss Coffee, Acrysheen Semi-Gloss
Janitor’s Closet:Frazee –FZ487 Swiss Coffee, Acrysheen Semi-Gloss
Door Frames:Vista –Silver Glass, Semi-Gloss
Steel Doors: Vista –Silver Glass, Semi-Gloss
Exposed Steel:Vista –Silver Glass, Semi-Gloss
Handrails/Guardrails:Vista –Silver Glass, Semi-Gloss
Exterior metal canopy:Vista –Silver Glass, Semi-Gloss
Sprinkler pipes:Frazee –CZ15-25115, Silver Glass, Arothane Semi-Gloss
Exterior body color:Frazee –FZ487 Swiss Coffee, Acrikote
Exterior green accent:Frazee –Sea Weed, Acrikote
Exterior grey color:Frazee –Charcoal Air, Duratec II
Wrought iron fence:Frazee –Black, Arothane Semi-Gloss
Interior accents:Benjamin Moore –CSP-755 Dusty Miller
Duro –8554 M -Rising Smoke
Vista –8763 M -Pewter Works
10520 Fire Extinguisher
Cabinets:Potter Roemer Alta Series Fire Extinguisher Cabinets Model No. 7012DV, with
“Fire Extinguisher”in red vertical lettering; Use #7008DV Semi Recessed FE Cabinet for
5lb Fire Extinguishers. Mount 44”to top of RO.
10800 Toilet Partitions:Lamtec manufacture, floor mounted overhead braced with solid polymer continuous
stainless steel brackets.
Color:Charcoal Grey with gap fillers above the wainscoting.
10800 Toilet Accessories:
Soap dispensers:Owner provided (old Bobrick –B2111)
Toilet paper holder:Bobrick –B2740
Paper towel dispensers:Owner provided
Feminine napkin disposal:Bobrick –B270
Seat cover dispensers:Bobrick –B221
Waste receptacles:Bobrick –B275
Mirrors:Bobrick –B165 sizes vary 30x36 / 48x36
Grab bars:Bobrick –B5806x48 / 5806x36
Signage:Standard Blue Background and White Lettering
GLENAIR TYPICAL FINISH & MATERIAL SCHEDULE
15400 Plumbing Fixtures:
Break Room:Sink –Elkay Model #ELUH3118
Faucet –American Standard Model No. 4175.22
Disposal –ISE Badger-5
Hot water dispenser –ISE Model SST –Filter Insta-Hot with F-GN2215 dispenser
Janitor Room:Mop Sink –Fiat Model NO. TSB3000 24”x24”with American Standard 8354.112
faucet.
Drinking
Fountain:Oasis Model No. PG8ACSL
Work area Common:
Stainless sink:MDL Group 39”Long with Kohler K-8892 Faucets (2) per sink.
Restrooms:Lavatory –American Standard Model No. 0356.041 with American
Standard 7385.003 Faucet with grid drain.
Handicap toilet –American Standard 32854.128 with Sloan 111-1.28 Flush valve,
with Olsonite 95 seat.
Regular toilet –American Standard 2855.128 with Sloan 111-1.28 Flush valve, with
Olsonite 95 seat.
Urinal –American Standard 6550.001 with Sloan 186-.5 Flush valve.
Water Heater:Bradford white model No. LD50S3-3.
15500 HVAC: Exhaust Fans:Type 1-Cook ACE-D Downblast Centrifugal Exhaust Ventilator-
Direct Drive
Type 2 -Cook ACE-B Downblast Centrifugal Exhaust
Ventilator –Belt Drive
Type 3 -Cook ACRU-B / ACRU-HP / ACRU-XP Upblast
Centrifugal
Exhaust Ventilator –Belt Drive
16000 Electrical:
Warehouse/Shop area:
1. Lighting control is designed with acuity brands LC&D panels
2. High bay lighting @ 70-80FC using Lithonia IBE
L4830000LMATCMD50K80CRI
3. T-bar fixtures @70-80FC using Lithonia EPANL 2X4 4000LM80CRI50K
4. Power as designed
Offices:
1. 2 x 4 LED fixtures 50-60 FC (Oracle 24_OVHP LED DIM 50K)
2. Decora white switches
3. Decora white plugs
4. Watt stopper Occupancy sensors
Restrooms:
1. 1 x 4 LED fixtures 50-60 FC (Oracle 40IW4000DIM-27750K)
2. Decora white plugs and GFI
3. Watt stopper Occupancy sensors
Exterior wall packs and pole lighting:
1. NLS VUE LED Bronze wall packs (63-250-watt LED)
2. NLS VUE LED Bronze pole lights (90-300-watt LED)
Switchgear and Panel boards:
1. Cutler hammer or ITE Siemens
2. MGM Transformers
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FINISH SCHEDULE PHASE XV
ROO
M Phase NAME FLOOR FINISH WALL FINISH CEILING SYSTEM
217 PHASE 15 THAD ROOM EXPOSED CONCRETE PRIMED AND PAINTED ACT SYSTEM
2019 CBC CHAPTER 8: INTERIOR FINISHES
SINGLE DOOR DOUBLE DOOR
NOTES:
INTERNATIONAL SYMBOL FOR
ACCESSIBILITY - BACKGROUND COLOR
SHALL BE BLUE 15090 IN FEDERAL
STANDARD 595C. SYMBOL, LETTERS AND
BRAILLE SHALL BE WHITE. CHARACTERS
AND SYMBOLS SHALL HAVE A NON GLARE
FINISH AND SHALL BE RAISED 1/32".
5/8" HIGH MIN. SANS SERIF CHARACTERS
WITH A WIDTH TO HEIGHT RATIO OF
BETWEEN 3:5 AND 1:1 AND A STROKE
WIDTH TO HEIGHT RATIO OF BETWEEN 1:5
AND 1:10.
GRADE II BRAILLE - 3/8" HIGH CHARACTERS
SEE NOTES BELOW
9" 9"
ACCESSIBLE
ENTRANCE
FIN. GRADE
6"
48
"
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1. PROVIDE 6" SQ. ACCESSIBILITY SYMBOL AT ALL PRIMARY BUILDING ENTRANCES PER CBC
CHAPTER 11B DIVISION 2 SECTIONS 11B-201.1 &11B-202.4
2. THE SIGN SHALL COMPLY WITH CBC CHAPTER 11B DIVISION 7 SECTIONS 11B-703.2 THRU
703.7.2 AND CBC SECTION 1011.
3. THE SIGN SHALL BE LOCATED ADJACENT TO THE LATCH SIDE OF A SINGLE DOOR AND RIGHT
SIDE OF DOUBLE DOORS 48" MIN. A.F.F. TO THE BOTTOM OF LOWEST BRAILLE CHARACTER
AND 60" MAX. TO THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTER. SIGN SHALL BE
CENTERED IN AN 18" X 18" CLEAR AREA ADJACENT AND CLEAR OF THE DOOR SWING PER
SECTION 11B-703.4.2.
4. VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE
UPPERCASE LETTER "O" IS 60% MIN. AND 110% MAX. OF THE HEIGHT OF THE UPPERCASE
LETTER "I". STROKE THICKNES OF THE UPPERCASE LETTER "I" SHALL BE 10% MIN. AND 20%
MAX. OF THE HEIGHT OF THE CHARACTER.
5. CONTRACTED GRADE II BRAILLE: DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10"
SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL
TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF
1/40" ABOVE THE BACKGROUND, AND ARE TO BE ROUNDED, NOT SQUARE DOTS.
GRADE II BRAILLE - SEE NOTE #5 BELOW
FOR ADD'L REQUIREMENTS
SINGLE DOOR SIGN LOCATION
DOUBLE DOOR SIGN LOCATION
EXIT
EXITSTAIR DOWN RAMP
DOWN
SIGN TYPE D
NOTES:
1. PROVIDE WALL MOUNTED EXIT SIGNAGE AT EACH DOOR REQUIRED TO HAVE AN EXIT SIGN PER 2013 CBC SECTION 1011.
2. THE SIGN SHALL COMPLY WITH CBC SECTIONS CHAPTER 11B SECTIONS 11B-703.1, 11B-703.3 AND 11B703.5 DIVISION 7. AND 1011 CBC.
3. THE SIGN SHALL BE LOCATED ADJACENT TO THE LATCH SIDE OF A SINGLE DOOR AND RIGHT SIDE OF DOUBLE DOORS 48" MIN. A.F.F. TO
BOTTOM OF LOWEST BRAILLE CHARACTER AND 60" MAX. TO TOP OF HIGHEST BRAILLE CHARACTER. A PERSON SHALL BE ABLE TO APPROACH
WITHIN 3" OF THE SIGN WITHOUT ENCOUNTERING A PROTRUDING OBJECT OR BE WITHIN THE SWING OF THE DOOR PER CBC SECTION 11B-703.4.2.
4. VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MIN. AND 110%
MAX. OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10% MIN. AND 20% MAX. OF
THE HEIGHT OF THE CHARACTER.
5. CONTRACTED GRADE II BRAILLE: DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, MEASURED FROM THE
SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF
1/40" ABOVE THE BACKGROUND, AND ARE TO BE ROUNDED, NOT SQUARE DOTS.
WALL MOUNTED SIGN - BACKGROUND
COLOR SHALL BE BLUE 15090 IN FEDERAL
STANDARD 595C. LETTERS AND BRAILLE
SHALL BE WHITE. CHARACTERS SHALL HAVE
A NON GLARE FINISH AND SHALL BE RAISED
1/32".
1" HIGH MIN. SANS SERIF CHARACTERS - SEE
NOTE #3 BELOW FOR ADD'L REQUIREMENTS.
GRADE LEVEL EXITS SHALL HAVE THE WORD
"EXIT". EXIT DOORS THAT LEAD DIRECTLY TO
A STAIR OR RAMP SHALL HAVE THE
FOLLOWING WORDS AS APPROPRIATE:
"EXIT STAIR DOWN"
"EXIT RAMP DOWN"
"EXIT STAIR UP"
"EXIT RAMP UP"
FIN. FLR.
EXIT
STAIR
DOWN
EXITSTAIR DOWN
SIGN TYPE C
AS REQUIRED
EXIT
STAIR
DOWN
EXIT
SIGN TYPE
EXIT
ROUTE
SIGN TYPE B
A
48
"
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5/8" TYPE 'X' GYP. BRD.
ON BOTH SIDES
ALUM. FRAME WINDOW.
REFER TO SCHEDULE
6" METAL STUDS
HEADER
CORNER BEAD
4 7/8"
METAL STUDS @ 16" O.C.
5/8" THK. GYP. BOARD
EACH SIDE
METAL STUD HEADER
WESTERN INTEGRATED CLEAR
ANODIZED ALUMINUM FRAMES
W/14GA. HINGE REINFORCING
PLATES OR EQUAL.
FACE OF DOOR
STANDARD THRESHOLD
SET IN MASTIC 1:2 MAX.
SLOPE
INTERIOR INTERIOR
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FINISH FLOOR
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A15-6.0
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3" = 1'-0"1 INTERIOR WINDOW DETAIL
3" = 1'-0"2 DOOR HEADER AND SILL
3" = 1'-0"3 PRIMARY ENTRANCE SIGNAGE
12" = 1'-0"4 TACTILE EXIT SIGNS
1 1/2"MIN.EMBED
1/2"
8" MAX.
CHANNEL
SPACERS MAY BE SLOTTED ANGLES OR CHANNELS
W/ DIAMOND POINTS OF SPRING STEEL WHICH
SNAP TIGHT TO PREVENT MOVEMENT OF STRUT
5/8" TYPE 'X' GYP. BD.
SLOTTED ANGLE SPACER
W/ HORIZONTAL 6d RINGSHANK NAIL (SEE NOTE 2)
ALTERNATE LOCATION W/ OUT NAIL.
NOTCHING PERMITTED ONLY AT RUNNER.
MAIN OR
CROSS RUNNER
POP RIVET PER MANUF. SPEC'S @ 2 SIDES ONLY
STANDARD LEDGER ANGLE
WALL CONNECTION ANCHOR TO STRUCTURAL ELEMENT
12 GA. HANGER WIRE TYP.
(SEE NOTE 1)
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NOTES:
1.) 1/4 OF THE LENGTH OF THE END RUNNER WHICHEVER IS LESS.
2.) NAILS AT ENDS OF HORIZONTAL STRUTS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTER LINE OF SPAN OF STRUT.
.75-IN.
2" MIN.SUSPENDED CEILING TYP.
METAL STUD CEILING JOISTS
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1/25/2024 3:02:46 PM
A15-6.1
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SUSPENDED CEILING: SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF ASTM C 635, ASTM C 636 AND ASTM E 580 SECTION 5. [SEC 1613.1
CBC].
PER ASCE 7-16, SEC 13.5.6.2.2:
1.HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.
2. THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LOESS THAN 2-IN. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE OF
THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75-IN. CLEARANCE FROM
THE WALL AND SHALL REST UPON A BE FREE TO SLIDE ON A CLOSURE ANGLE. SEE DETAIL ABOVE AND BELOW FOR ADDITIONAL DIAGRAMS.
3.FOR CEILING AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTIOIN THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING
2,500 S.F. SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT
DEMONTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERL
DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLE.
4.EXCEPT WHERE RIDID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS, SHOW A 2" OVERSIZE RING, SLEEVE, OR
ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN
ACCOMMODATE 1" CEILING MOVEMENT IN A HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPINKLER HEAD EXTENSION.
5. LATERAL BRACING FOR SUSPENDED CEILING SHALL BE PROVIDED. WHERE CEILING IS NOT SUPPORTING INTERIOR PARTITIONS, CEILING BRACING SHALL BE PROVIDED
BY FOUR NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH
OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT (ADEQUATE TO THE RESIST THE VERTICAL COMPONENT FROM LATERAL
LOADS) FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO A AND FASTENED TO THE STRUCTURAL MEMBERS OF THE ROOF OR FLOOR ABOVE. THESE
HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET OF EACH WALL. ATTACHMENT OF
RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED.
3" = 1'-0"1 TYP. DROP CEILING CONNECTION AND NOTES
E
(N) 8"x20 GAGE
STUDS @ 16"o.c.
10"x18 GAGE CEILING JOISTS @ 12"o.c.
14
7S15-2.0
12S15-2.0
(E) 8"x18 GAGE STEEL
STUDS @ 16"o.c.
9S15-2.0
7S15-2.08S15-2.0
10S15-2.0
NOTES:
1.
2.
FOR OPENINGS IN WALLS, SEE .
INDICATES DIRECTION OF CEILING JOIST SPAN.
5BS15-2.0
(E) 8"x18 GAGESTUDS @ 16"o.c.
(N) 8"x20 GAGE
STUDS @ 16"o.c.
251/4" = 1'-0"
JF
A
GENERAL NOTES
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11/14/2023
PARTIAL FLOOR PLAN - THAD ROOM
S15-1.0
ALL WORKMANSHIP, MATERIAL, AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF
THE 2022 CALIFORNIA BUILDING CODE.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFYCONDITIONS AT THE JOB SITE AND TO CROSSCHECK DETAILS AND DIMENSIONS ON THE
STRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON ALL OTHER PERTINENTDRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION.
ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFOREPROCEEDING WITH CONSTRUCTION.
DETAILS MARKED TYPICAL SHALL APPLY IN ALL CASES, UNLESS SPECIFICALLY DETAILED
OTHERWISE. WHERE NO DETAIL IS SHOWN, CONSTRUCTION SHALL BE AS SHOWN FOROTHER SIMILAR WORK.
THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL SUPERVISE
AND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING BRACING, SHORING, AND
LAYDOWN OF CONSTRUCTION MATERIALS, ETC. UNLESS SPECIFICALLY INDICATEDOTHERWISE, THE DESIGN AND INSTALLATION OF TEMPORARY SHORING AND BRACING
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
UNLESS OTHERWISE STATED IN WRITING, SITE VISITS BY REPRESENTATIVES OF THESTRUCTURAL ENGINEER:
A. DO NOT INCLUDE INSPECTION OF PROTECTIVE OR TEMPORARY CONSTRUCTION.B. ARE GENERAL IN NATURE AND ARE NOT CONTINUOUS OR DETAILED.
C. DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE.D SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.
DIMENSIONS SHALL GOVERN OVER SCALES SHOWN ON DRAWINGS.
1.
2.
3.
4.
5.
6.
7.
GENERAL
RISK CATEGORY = II
IMPORTANCE FACTOR I = 1.0
MAPPED ACCELERATION PARAMETERS:SS = 1.742
S1 = 0.641
SITE CLASS = D - DEFAULT
DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:SDS = 1.394
SD1 = 0.726
SEISMIC DESIGN CATEGORY =D
1.
2.
3.
4.
5.
6.
SEISMIC DESIGN DATA
STEEL STUDS SHALL BE IN ACCORDANCE WITH THE STEEL STUD MANUFACTURERSASSOCIATION (SSMA) SPECIFICATIONS AND ICC ESR-3064P, CONFORMING TO ASTM A653SSOR A1011SS, MINIMUM YIELD = 33.0 KSI U.N.O., AND GALVANIZED CONFORMING TO ASTMA525, G90, HAVING THE MINIMUM VALUES IN ACCORDANCE WITH THE CHART BELOW.
REFER TO ARCHITECTURAL DRAWINGS FOR INTERIOR STUD SIZES, OTHER THAN THOSEINDICATED.
STUD TRACKS SHALL BE SAME GAGE AS STUDS WITH 112" FLANGES, U.N.O.
STUD TO TRACK CONNECTION SHALL BE 1-#8 SCREW AT EACH FLANGE U.N.O.
SCREW MUST PENETRATE STUDS BY AT LEAST 3 THREADS.
SIZE DESIGNATION GAGE AREA (IN )2 Ix (IN )4 Sx (IN )3 REMARKS
10"1000S162-43 0.627 7.523 1.30218
8"800S162-33 0.413 3.384 0.71020
1.
2.
3.
4.
5.
COLD-FORMED METAL FRAMING
ALL EXPANSION ANCHORS SHALL BE CARBON STEEL HILTI KWIK BOLT TZ (ICC ESR-1917),CONCRETE ANCHORS. ANCHORS SHALL BE INSTALLED AT EMBEDMENT DEPTHS AND TESTEDAS SHOWN IN THE TABLE BELOW, UNLESS DETAILED OTHERWISE.
THE TENSION AND SHEAR VALUES ARE FOR ANCHORS INSTALLED IN HARD ROCK OR LIGHTWEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT THE TIMEOF INSTALLATION.
ALLOWABLE LOADS IN TABLE ARE BASED ON MINIMUM EDGE DISTANCE AS TABULATED ONONE SIDE AND CRACKED CONCRETE PER ICC ESR-1917.
ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ICC ESR-1917.
COMPLY WITH ALL MANUFACTURER'S RECOMMENDATIONS.
CONTINUOUS INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION.
VALUES IN TABLE ARE BASED ON ALLOWABLE STRESS DESIGN AND EARTHQUAKE LOADING.
THICKNESS OF CONCRETE MUST BE AT LEAST 1.5x BOLT EMBEDMENT AS TABULATED.
USE STAINLESS STEEL ANCHORS AT EXPOSED AREAS.
1.
2.
3.
4.
5.
6.
7.
8.
9.
ANCHORDIAMETER(IN)
DRILL BITDIAMETER(IN)
EMBEDMENT
(IN)
ICC ESR
TENSION VALUE(#)
HARDROCK (LT.WT.)
ICC ESRSHEAR VALUE
(#)HARDROCK (LT.WT.)
INSTALLATIONTORQUE(FT.-#)
MINIMUMEDGE
DISTANCE
3
4
5
6
866 (520)
1875 (1125)
2594 (1556)
3356 (2014)
1047 (790)
2365 (1419)
3529 (2211)
5294 (3177)110
60
40
25 6"
6"
7.5"
9"
38
12
58
34
38
12
58
34
EXPANSION ANCHORS IN CONCRETE
HILTI LOW-VELOCITY POWER-DRIVEN FASTENERS (SHOTPINS) MAY BE USED TO ATTACHLIGHT GAGE COLD-FORMED STEEL FRAMING TO CONCRETE AND STEEL BASE MATERIALS INACCORDANCE WITH ESR-2269.
SHOTPINS SHALL NOT BE USED IN CONCRETE CURBS.
THE ALLOWABLE LOADS SHALL BE 100 POUNDS OR 80% OF ICC APPROVAL VALUES,WHICHEVER IS LESS.
QUALIFICATION FOR USE OF ALL POWER ACTUATED TOOLS MUST MEET ANSI A10.3STANDARD AS REQUIRED BY THE MANUFACTURER AND ALL OSHA REQUIREMENTS.
1.
2.
3.
4.
POWER DRIVEN FASTENERS (SHOTPINS)
GE
N
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NOTES:
PROVIDE STRAPS EACH FACE OF WALL.1.
STUDS TYP.SILL TYP.
HEADER TYP.
PROVIDE DRYWALL EDGE
SCREWS TO EACH STRAP
BETWEEN OPENINGS
SIMPSON CS22 WITH
2-#8 SCREWS EACH END
TO HEADEROR SILL
JAMB STUDS
TYP.
OPENING TYP.
8"x20 GAGE
STUDS @16"o.c.
12" PLYWOOD WITH #10SCREWS @ 6"o.c. EDGESAND 12"o.c. FIELD
(3) -#10 SCREWSEACH BLOCK TYP.
10"x18 GAGE CEILING
JOIST WITH (3) -#10
SCREWS EACH STUD
10"x18 GAGE CEILING
JOISTS @ 12"o.c.
EDGE SCREW
2 BAYS 10"x18 GAGE
BLOCKING @ 24"o.c.
20'-0"
A C D E F
SECTION ELEVATION
NOTES:INSTALL BRIDGING @ 48"o.c. WHERE WALL FINISHDOES NOT OCCUR OR IS DISCONTINUOUS ON ONEOR BOTH SIDES OF WALL.
BUCKLEBRIDGE BLOCKING AT 48"o.c. MAY BE USED
FOR 6" STUD WALLS IN LIEU OF BRIDGINGSPECIFIED IN NOTE 1.
1.
2.
112"x16 GAGE COLD-ROLLEDCHANNEL BRIDGING THRU
PRE-ALIGNED STUDPUNCHOUTS
L112"x112"x16 GAGEx (STUD DEPTH - 12") WITH
2-#10 SCREWS @ EACH STUD
2-#10 SCREWS
EACH ANGLE 2-#10 SCREWS
@ 12"o.c.
DOUBLE STUDSAND TRACK L2x2x14 GAGE x STUD
SIZE MINUS 12" WITH2-#10 SCREWS EACH
LEG
TRACK TYP.
NOTES:TYPICAL BACKING FOR ANY ARCHITECTURAL ITEMATTACHED TO WALL.1.
STEEL STUDS TYP.
6"x14 GAGE TRACK WITH 112"FLANGES CUT AND BENT AT
STUDS AS SHOWN
4-#10 SCREWS
EACH STUD TYP.
SCREWS 80% ICCALLOW.
TENSION
80% ICCALLOW.
SHEAR
4-#10 438# 1184#
STEEL STUDSTYP.
#10 SCREW
@ 24"o.c. TYP.
STEEL STUDS TYP.
#10 SCREW
@ 24"o.c. TYP.
NOTES:WHERE OPENINGS ARE SPACED 4'-0" OR LESS FROMEACH OTHER, PROVIDE STRAPPING PER .1.
B
#10 SCREW @ 16"o.c. TYP.
6 PLACES AS SHOWN
CONT. STEEL STUDS SAMESIZE AS WALL STUDS, COPE
FLANGES AT ENDS AND LAP
WEBS WITH JAMB STUDS
AND FASTEN WITH 2-#10
SCREWS EACH STUD.
FOR 13'-6" OPENING, USE
8" x 16GA. (50 KSI) STUDSAND TRACKS CONCRETE SLAB
38"DIA. HILTI KWIK HUS-EZ
WITH 212" EMBEDMENT(ICC ESR 3027)
6"
B1
B1
DOUBLE STUDS AT 8'-0"
WINDOWS TRIPLE STUDS
AT OPENINGS GREATER
THAN 8'-0"CONT. TRACK
L2x2x14 GAGE x STUD SIZE
MINUS 12" WITH 2-#10SCREWS EACH LEG
TRACK AT NESTED STUD
#10 SCREW
EACH LEG @ 12"o.c.
#10 SCREW @ 12"o.c.
TRIPLE JAMB STUD
WHERE OCCURS
S15-2.011
(E) 8"x18GAGE
STUDS @
16"o.c.
12" PLYWOOD WITH #10SCREWS @ 6"o.c. EDGES
AND 12"o.c. FIELD
(3) -#10 SCREWS
EACH BLOCK TYP.
10"x18 GAGE CEILING
JOIST WITH (3) -#10
SCREWS EACH STUD
10"x18 GAGE CEILING
JOISTS @ 12"o.c.
EDGE SCREW
2 BAYS 10"x18 GAGE
BLOCKING @ 24"o.c.(E) 8"x18 GAGESTUDS @ 16"o.c.
12" PLYWOOD WITH #10SCREWS @ 6"o.c. EDGES
AND 12"o.c. FIELD
2"x2"x14 GA. x0'-8"STEEL ANGLE EACHJOIST WITH (3) -#10
SCREW EACH LEG
10"x18 GAGE CONT.
TRACK WITH (3) -#10
SCREWS EACH STUD
10"x18 GAGE CEILING
JOISTS @ 12"o.c.
20'-0"
8"x20 GAGESTUDS @ 16"o.c.
12" PLYWOOD WITH #10SCREWS @ 6"o.c. EDGES
AND 12"o.c. FIELD
2"x2"x14 GA. x0'-8"STEEL ANGLE EACHJOIST WITH (3) -#10
SCREW EACH LEG
10"x18 GAGE CONT.
TRACK WITH (3) -#10
SCREWS EACH STUD
10"x18 GAGE CEILING
JOISTS @ 12"o.c.
8x20 GAGE STUDS @ 16"o.c.
TRACK CONT. WITH HILTI
X-U SHOTPINS @ 16"o.c. (1"
EMBEDMENT)
(E) SLAB ON GRADE
NOTES:
WHERE TRACK IS SPLICED PROVIDE A SHOTPIN
WITHIN 6" OF END OF EACH TRACK.
1.
25
S15-2.0
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SECTION SECTION9
18 19
22 23
TYPICAL INTERIOR STEEL STUDS
11SECTION SECTION 13 1412
16
GENERAL NOTES
DIVISION OF WORK
SCOPE OF WORK
1 2 3
4
4
5
5
6
6
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
AA
BB
CC
DD
EE
FF
GG
HH
1.5 2.6 3.1 7
7
Room
302
Room
305
912 RUBERTASWING ARMS
170
(E) 900 ALLENFUTURE GROWTH
171
(E) DEBURRING931 ALLEN
175
(E) 1021 AIR WAY
169
(E) 1007 AIR WAYMICRO D
158
(E) 920/930 AIRWAY MIGHTYMOUSE
153
(E) HERMETICSROOM
176
12' - 0"
14' - 9"
(E) INVENTORYROOM
203
(E) SMT LINEROOM
199
(E) MASKINGROOM
202
(E) DRILL ROOM
213(E) YELLOWCLEAN ROOM
180
(E) MANUAL TRIMROOM
209
(E) WASTETREATMENT
211
(E) WETPROCESSINGROOM
195
(E) WETPROCESSINGROOM
195
(E) PRESS ROOM
196
(E) OPTICAL FLEX
215
(E) TERMINII
214
14' - 9"
14' - 9"
14' - 9"14' - 9"
14' - 9"
14' - 9"
14' - 9"
14' - 9"
14' - 9"
20' - 0"
20' - 0"
20' - 0"
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PLOT PLAN
EXISTING
N.I.C.
AREA OF
THIS T.I.
THESE DRAWINGS ARE THE SOLE PROPERTY OF KENT ELECTRIC, INC., A STATE
LICENSED C-10 CONTRACTOR, RESPONSIBLE FOR THEIR PREPARATION. PER
SECTION 5537.2 OF THE CALIFIORNIA STATE BUSINESS AND PROFESSIONS CODE,
THESE DRAWINGS MAY ONLY BE USED FOR WORK THAT KENT ELECTRIC, INC. HAS
CONTRACTED TO PERFORM. THESE DRAWINGS HAVE BEEN PREPARED AS A
SCHEMATIC REPRESENTATION FOR A PENDING CONSTRUCTION CONTRACT, AND
DO NOT NECESSARILY SHOW ALL EQUIPMENT AND MATERIALS NECESSARY
TO PROVIDE A COMPLETE PROJECT. THESE DRAWINGS ARE NOT TO BE USED FOR
PROJECT CONSTRUCTION BY ANY ENTITY OTHER THAN KENT ELECTRIC, INC., ITS
AUTHORIZED AGENTS, OR EMPLOYEES. ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE
CONTRACTOR AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT THE WRITTEN CONSENT OF THE CONTRACTOR.
REFERENCE
NORTH
ELECTRICAL POWER PLANELECTRICAL LIGHTING PLAN
DESCRIPTIONSYMBOLTYPE LAMP
LIGHTING FIXTURE SCHEDULE
WATTSVOLTS
BUILDING TWO
TITLE
ELECTRICAL SHEET INDEX
SHEET
14
E
14
T
12 13
E
EXISTING
RUBERTA
SWING ARM AREA
N.I.C.
EXISTING
FIBER ROOM
N.I.C.
EXISTING PANEL FP SURFACE
400A GRIDLINE D 12
LUGS ONLY<9:
EATONLOCATION :BUS :
MTG :
VOLT : MAIN :
LIGHTING CONTROLS LEGEND
SYMBOL DESCRIPTION
UPDATE THE TYPEWRITTEN DIRECTORY AT THE PANELBOARD.
SEE CEC 408.4 (A)
PROVIDE COMMON TRIP HANDLE TIES ON BREAKERS WHOSE CIRCUITS
SHARE A NEUTRAL.
SEE CEC 210.4
NEW BREAKERS OF SAME AIC RATING AS THE HIGHEST RATED
EXISTING BREAKER IN THE PANEL.N =
D D
DESCRIPTIONITEM
THAAD ROOM EQUIPMENT LIST
PHASEVOLTS AMPS REMARKS
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THESE DRAWINGS ARE THE SOLE PROPERTY OF KENT ELECTRIC, INC., A STATE
LICENSED C-10 CONTRACTOR, RESPONSIBLE FOR THEIR PREPARATION. PER
SECTION 5537.2 OF THE CALIFIORNIA STATE BUSINESS AND PROFESSIONS CODE,
THESE DRAWINGS MAY ONLY BE USED FOR WORK THAT KENT ELECTRIC, INC. HAS
CONTRACTED TO PERFORM. THESE DRAWINGS HAVE BEEN PREPARED AS A
SCHEMATIC REPRESENTATION FOR A PENDING CONSTRUCTION CONTRACT, AND
DO NOT NECESSARILY SHOW ALL EQUIPMENT AND MATERIALS NECESSARY
TO PROVIDE A COMPLETE PROJECT. THESE DRAWINGS ARE NOT TO BE USED FOR
PROJECT CONSTRUCTION BY ANY ENTITY OTHER THAN KENT ELECTRIC, INC., ITS
AUTHORIZED AGENTS, OR EMPLOYEES. ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE
CONTRACTOR AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED
WITHOUT THE WRITTEN CONSENT OF THE CONTRACTOR.
BUILDING TWO
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General Beam Analysis
LIC# : KW-06015294, Build:20.22.12.28 GROSSMAN & SPEER ASSOCIATES, INC. (c) ENERCALC INC 1983-2022
DESCRIPTION:New Wall Stud Check
Project File: 23153.ec6
Project Title:Engineer:Project ID:Project Descr:
General Beam Properties
Elastic Modulus ksi29,000.0
2.998Span #1 in^4Area =in^2 Moment of Inertia =Span Length =10.017.50 ft
2.998Span #2 in^4Area =in^2 Moment of Inertia =Span Length =10.02.50 ft
Service loads entered. Load Factors will be applied for calculations.Applied Loads
Load for Span Number 1Uniform Load : D = 0.0050 ksf, Tributary Width = 1.334 ft, (Interior Partition Load)
Load for Span Number 2Uniform Load : D = 0.0050 ksf, Tributary Width = 1.334 ft, (Interior Partition Load)
DESIGN SUMMARY
Maximum Bending =
Load Combination D Only
Span # where maximum occurs Span # 1
Location of maximum on span 8.615 ft
0.05955 k
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination D Only
Maximum Shear =
17.500 ft
0.245k-ft
Maximum DeflectionMax Downward Transient Deflection 0.000 in 0
Max Upward Transient Deflection 0.000 in 0Max Downward Total Deflection 0.156 in 1347Max Upward Total Deflection -0.067 in 890
Maximum Forces & Stresses for Load Combinations
Span #
Summary of Moment Values (k-ft)Load Combination Shear Values (k)Max Stress Ratios
MV Mmax -Mmax + Rm VnxMa - Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length
Overall MAXimum Envelope
Dsgn. L = 17.50 ft 1 0.25 -0.02 0.25 0.06
Dsgn. L = 2.50 ft 2 -0.02 0.02 0.02
D Only
Dsgn. L = 17.50 ft 1 0.25 -0.02 0.25 0.06
Dsgn. L = 2.50 ft 2 -0.02 0.02 0.02
+0.60D
Dsgn. L = 17.50 ft 1 0.15 -0.01 0.15 0.04
Dsgn. L = 2.50 ft 2 -0.01 0.01 0.01
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
D Only 1 0.1559 8.750 0.0000 0.000
D Only2 0.0000 8.750 -0.0673 2.500
Load Combination Support 1 Support 2 Support 3
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Overall MAXimum 0.057 0.076
Overall MINimum
D Only 0.057 0.076
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General Beam Analysis
LIC# : KW-06015294, Build:20.22.12.28 GROSSMAN & SPEER ASSOCIATES, INC. (c) ENERCALC INC 1983-2022
DESCRIPTION:Line 14 Boxed Header Lateral Loading
Project File: 23153.ec6
Project Title:Engineer:Project ID:Project Descr:
General Beam Properties
Elastic Modulus ksi29,000.0
4.001Span #1 in^4Area =in^2 Moment of Inertia =Span Length =10.024.333 ft
Service loads entered. Load Factors will be applied for calculations.Applied Loads
Load(s) for Span Number 1Point Load : D = 0.02625 k @ 9.333 ft, (New Wall Stud Seismic Loading onto Ceiling)
Uniform Load : D = 0.00230 k/ft, Tributary Width = 1.0 ft, (Existing Wall Weight Seismic (already factored))
Point Load : D = 0.04134 k @ 9.333 ft, (Ceiling Seismic Load (already factored))
Point Load : D = 0.002873 k @ 0.0 ft, (Boxed Header Seismic Loads (already factored))
DESIGN SUMMARY
Maximum Bending =
Load Combination D Only
Span # where maximum occurs Span # 1
Location of maximum on span 9.368 ft
0.06965 k
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination D Only
Maximum Shear =
0.000 ft
0.549k-ft
Maximum DeflectionMax Downward Transient Deflection 0.000 in 0Max Upward Transient Deflection 0.000 in 0
Max Downward Total Deflection 0.440 in 662Max Upward Total Deflection 0.004 in 71320
Maximum Forces & Stresses for Load Combinations
Span #
Summary of Moment Values (k-ft)Load Combination Shear Values (k)Max Stress Ratios
MV Mmax -Mmax + Rm VnxMa - Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length
Overall MAXimum EnvelopeDsgn. L = 24.33 ft 1 0.55 0.55 0.07D OnlyDsgn. L = 24.33 ft 1 0.55 0.55 0.07+0.60DDsgn. L = 24.33 ft 1 0.33 0.33 0.04
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
D Only 1 0.4405 11.680 0.0000 0.000
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Overall MAXimum 0.073 0.054
Overall MINimum
D Only 0.073 0.054
+0.60D 0.044 0.032
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General Beam Analysis
LIC# : KW-06015294, Build:20.22.12.28 GROSSMAN & SPEER ASSOCIATES, INC. (c) ENERCALC INC 1983-2022
DESCRIPTION:Line E Boxed Header Lateral Loading
Project File: 23153.ec6
Project Title:Engineer:Project ID:Project Descr:
General Beam Properties
Elastic Modulus ksi29,000.0
4.001Span #1 in^4Area =in^2 Moment of Inertia =Span Length =10.024.333 ft
Service loads entered. Load Factors will be applied for calculations.Applied Loads
Load(s) for Span Number 1Point Load : D = 0.02625 k @ 9.333 ft, (New Wall Stud Seismic Loading onto Ceiling)
Uniform Load : D = 0.00230 k/ft, Tributary Width = 1.0 ft, (Existing Wall Weight Seismic (already factored))
Point Load : D = 0.05540 k @ 9.333 ft, (Ceiling Seismic Load (already factored))
Point Load : D = 0.002873 k @ 0.0 ft, (Boxed Header Seismic Loads (already factored))
DESIGN SUMMARY
Maximum Bending =
Load Combination D Only
Span # where maximum occurs Span # 1
Location of maximum on span 9.368 ft
0.07832 k
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination D Only
Maximum Shear =
0.000 ft
0.630k-ft
Maximum DeflectionMax Downward Transient Deflection 0.000 in 0Max Upward Transient Deflection 0.000 in 0
Max Downward Total Deflection 0.499 in 584Max Upward Total Deflection 0.005 in 63038
Maximum Forces & Stresses for Load Combinations
Span #
Summary of Moment Values (k-ft)Load Combination Shear Values (k)Max Stress Ratios
MV Mmax -Mmax + Rm VnxMa - Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length
Overall MAXimum EnvelopeDsgn. L = 24.33 ft 1 0.63 0.63 0.08D OnlyDsgn. L = 24.33 ft 1 0.63 0.63 0.08+0.60DDsgn. L = 24.33 ft 1 0.38 0.38 0.05
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
D Only 1 0.4994 11.680 0.0000 0.000
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Overall MAXimum 0.081 0.059
Overall MINimum
D Only 0.081 0.059
+0.60D 0.049 0.036
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