HomeMy WebLinkAbout12339 Lower Azusa Rd - 2025 - New braiding and grinding roomNEW 16" PUBLIC WATER MAIN
(N) PUB F.H.
(N) PUB F.H.
NEW 16" PUBLIC WATER MAIN
NEW
1
6
"
P
U
B
L
I
C
W
A
T
E
R
M
A
I
NBLDG 1 - DCDA #1BLDG 1 - DCDA #2BLDG 2DCDA #1
BLDG 2DCDA #2
BLDG 3 - DCDA #1
BLDG 3DCDA #2
(N) PUB F.H.(N) PUB F.H.
L
O
W
E
R
A
Z
U
S
A
R
D
LOWER AZUSA RD
NE
W
1
6
"
P
U
B
L
I
C
W
A
T
E
R
M
A
I
N
(E) PUB F.H.
(E) PUB F.H.
(E) PUB F.H.
(E) P
U
B F.H.
(E) P
U
B F.H.
(E) 16" PUBLIC WATER MAIN
(E) 16" P
U
B
LIC W
A
T
E
R M
AIN
BUILDING 1
WORK AREA
SE
T
B
A
C
K
60
'
-
0
"
SETBACK
77' - 0"
SETBACK
65' - 0"
SE
T
B
A
C
K
18
5
'
-
0
"
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
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.
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.
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
7
:
5
1
A
M
1/2/2025 9:47:51 AM
T9-1.0
CO
V
E
R
P
A
G
E
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
10
/
2
8
/
2
1
Au
t
h
o
r
Ch
e
c
k
e
r
GLENAIR LOGISTICS -BUILDING 1
12339 LOWER AZUSA ROAD
ARCADIA, CA 91006
Vicinity Map
SITE PLAN
CONSULTANT INDEX:SHEET INDEX:
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:
PARKING REQUIRED:
PARKING PROVIDED:
EXISTING LANDSCAPE AREA:
BUILDING SPRINKLER:
PHASE IX -INTERIOR T.I.
413,939 SF
9.50 ACRES
8541-017-027 AND 8541-017-028
B / S-1 / F-1 / A-2
10,000 SF OFFICE @ 1/250
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
- INTERIOR T.I. INCLUDING NEW BRAIDING ROOM, SILICONE ROOM PBOF AND
GRINDING ROOM (±3,665 sq.ft.)
(E) BUILDING AREA:
200,387 SFGROUND FLOOR:
5,036 SFMEZZANINE:
205,423 SF
40 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
175,423 SF WH/MANUF (20K+) @ 1/5,000 35 STALLS
88 STALLSTOTAL PARKING REQUIRED:
CURRENT STALLS STRIPED 95 STALLS
PROPOSED TEMPORARY COVID MITIGATION PARKING
STALL STRIPPING.
46 STALLS
137 STALLSTOTAL:
60,701 SF
COVERAGE:14.66%
PREFERED PARKING STALLS REQUIRED FOR LOW EMITTING &
FUEL EFFICIENT VEHICLES PER CALGREEN TABLE 5.106.5.2 8 STALLS
PREFERED PARKING STALLS PROVIDED: 10 STALLS
BIKE PARKING REQUIRED:
5 BIKESCALGREEN @ MIN. 5% OF AUTO STALLS PROVIDED:
BIKE PARKING PROVIDED: 5 BIKES
ACCESSIBLE STALLS:
CODE SUMMARY
PROJECT DATA
STANDARD:
VAN:
3
1
4TOTAL:
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
PROPOSED PARKING ALTERATION:
TOTAL NO. OF STALLS REMOVED: -4 STALLS
STALLS REMOVED FOR ELECTRICAL
PAD ADDITION:-4 STALLS ARCHITECTURAL
LEGENDS AND ABBREVIATION:
9M0.0 SHEET INDEX, MANDATORY NOTES & KEYPLAN
9M1.0 EQUIP'T SCHD'L NOTES & DETAILS
9M2.0 OVERALL HVAC FLOOR PLAN
9M3.0 PARTIAL HVAC FLOOR PLAN
9M4.0 HVAC ROOF PLAN
9M5.0 T-24 COMPLIANCE ENERGY FORMS
MECHANICAL
T9-1.0 COVER PAGE
T9-1.1 GENERAL NOTES
T9-1.2 CALGREEN NOTES
T9-1.3 CALGREEN NOTES
T9-1.4 CALGREEN NOTES
T9-1.5 OCCUPANCY AND EXITING DIAGRAMS
T9-1.6 FIRE EXTINGUISHER PLAN
T9-1.7 TITLE 24 ACCESSIBILITY REQUIREMENTS
T9-1.8 TITLE 24 ACCESSIBILITY REQUIREMENTS
T9-1.9 TITLE 24 ACCESSIBILITY DIAGRAM
A9-1.0 SITE PLAN
A9-2.0 OVERALL GROUND LEVEL PLAN
A9-2.1 OVERALL RCP PLAN
A9-2.2 ROOF PLAN
A9-2.3 ENLARGED PLANS
A9-3.0 INTERIOR ELEVATIONS
A9-4.0 SECTIONS
A9-5.0 DOOR AND WINDOW SCHEDULE
A9-5.1 FINISH SCHEDULE
A9-6.0 DETAILS
A9-6.1 DETAILS
S9-1.0 GENERAL NOTES
S9-2.0 BUILDING PLAN
S9-3.0 PARTIAL FLOOR AND CEILING PLAN
S9-4.0 SECTIONS AND DETAILS
STRUCTURALTENANT:
PROJECT ARCHITECT:
PROJECT DEVELOPER:
STRUCTURAL ENGINEER:
MECHANICAL ENGINEER:
PLUMBING ENGINEER:
ELECTRICAL ENGINEER:
GLENAIR, INC.
1211 AIR WAY
GLENDALE, CA 91201
(818) 247-6000
MALEKIAN and ASSOCIATES, Inc.
Alen Malekian, AIA, NCARB
2255 HONOLULU AVE. SUITE 1A
MONTROSE, CA 91020
(818) 249-5522
GEROGE C. HOPKINS CONSTRUCTION
919 WEST GLENAOKS BLVD.
GLENDALE, CA 91202
GROSSMAN & SPEER ASSOCIATES, INC.
529 HAHN AVE. SUIT 200
GLENDALE, CA 91203
(818)507-1020
THERMA, LLC.
2390 BATEMAN AVE.
IRWINDALE, CA 91010
(626) 446-1854
PAT'S MECHANICAL
ENGINEERING GROUP, INC
(818) 281-0470
KENT ELECTRIC, INC.
6655 SAN FERNANDO ROAD
GLENDALE, CA 91201
(818) 247-1192
E-1.0 FRONT SHEET
E-2.0 LIGHTING,POWER AND SIGNAL PLAN
E-3.0 TITLE 24 LIGHING COMPLIANCE FORMS
E-4.0 SINGLE LINE DIAGRAM
E-5.0 ELECTRICAL SPECIFICATIONS
ELECTRICAL
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.
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
7
:
5
2
A
M
1/2/2025 9:47:52 AM
T9-1.1
GE
N
E
R
A
L
N
O
T
E
S
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
11
/
1
4
/
2
3
Au
t
h
o
r
Ch
e
c
k
e
r
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
7
:
5
3
A
M
1/2/2025 9:47:53 AM
T9-1.2
CA
L
G
R
E
E
N
N
O
T
E
S
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
11
/
1
4
/
2
3
Au
t
h
o
r
Ch
e
c
k
e
r
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
7
:
5
3
A
M
1/2/2025 9:47:53 AM
T9-1.3
CA
L
G
R
E
E
N
N
O
T
E
S
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
11
/
1
4
/
2
3
Au
t
h
o
r
Ch
e
c
k
e
r
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
7
:
5
4
A
M
1/2/2025 9:47:54 AM
T9-1.4
CA
L
G
R
E
E
N
N
O
T
E
S
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
11
/
1
4
/
2
3
Au
t
h
o
r
Ch
e
c
k
e
r
UP
UP
G
F
E
D
C
B
A
1
1
2
2
3
3 4 5 6 7 8 9 10 11 12 13
F.6
3.52.5
E.9
F.4
3'
-
4
"
60
'
-
0
"
60
'
-
0
"
60
'
-
0
"
60
'
-
0
"
60
'
-
0
"
61' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"59' - 0"
640' - 0"
EXISTING
WAREHOUSE /
MANUFACTURING
100
(E)ELEC RM
101
(E)VESTIBULE
102
177,894 sf
F-1 / S-1 (MODERATE HAZARD FACTORY INDUSTRIAL / MODERATE HAZARD STORAGE)
OCCUPANCY CALCULATIONS
AREA LOAD FACTOR TABLE 1004.5
INDUSTRIAL - 100 GROSS 1,778.94
NO. OF OCCUPANTS
EXIT
EXIT EXIT EXIT EXIT EXIT EXIT
EXIT
EXIT
EXITEXITEXITEXITEXIT
EXITEXIT
EXIT
EXIT
EXIT
EXIT
2,000 sf
A-2 (ASSEMBLY INTENDED FOR FOOD AND OR DRINK CONSUMPTION)
OCCUPANCY CALCULATIONS (BREAK ROOMS)
AREA LOAD FACTOR TABLE 1004.5
ASSEMBLY W/O FIXED SEATS - 15 NET 133.33
NO. OF OCCUPANTS
1,884 sf (EA.)
A-2 (ASSEMBLY INTENDED FOR FOOD AND OR DRINK CONSUMPTION)
OCCUPANCY CALCULATIONS (BREAK ROOMS)
AREA LOAD FACTOR TABLE 1004.5
ASSEMBLY W/O FIXED SEATS - 15 NET 125.6
NO. OF OCCUPANTS
920 sf
A-2 (ASSEMBLY INTENDED FOR FOOD AND OR DRINK CONSUMPTION)
OCCUPANCY CALCULATIONS (BREAK ROOMS)
AREA LOAD FACTOR TABLE 1004.5
ASSEMBLY W/O FIXED SEATS - 15 NET 61.33
NO. OF OCCUPANTS
4,125 sf
B (BUISINES GROUP)
OCCUPANCY CALCULATIONS (OFFICES)
AREA LOAD FACTOR TABLE 1004.5
UNCONCENTRATED - 150 GROSS 27.5
NO. OF OCCUPANTS
EXIT
(EXISTING)
(EXISTING)
(EXISTING)
(EXISTING)
(EXISTING )
88' TRAVEL DISTANCE
MAXIMUM TRAVEL DISTANCE 300'
PER TABLE 1017.2 CBC 2022
7 1 2' - 6 "
(7 1 2 '-6 "x 1 /3 =2 3 7'-6 ") 1 0 0 7 .1 .1 C B C 2 0 2 2
5 0 0 ' - 4 "
20
5
'
T
R
A
V
E
L
D
I
S
T
A
N
C
E
MA
X
I
M
U
M
T
R
A
V
E
L
D
I
S
T
A
N
C
E
2
5
0
'
PE
R
T
A
B
L
E
1
0
1
7
.
2
C
B
C
2
0
2
2
16
0
'
T
R
A
V
E
L
D
I
S
T
A
N
C
E
MA
X
I
M
U
M
T
R
A
V
E
L
D
I
S
T
A
N
C
E
2
5
0
'
PE
R
T
A
B
L
E
1
0
1
7
.
2
C
B
C
2
0
2
2
94' TRAVEL DISTANCE
MAXIMUM TRAVEL DISTANCE 250'
PER TABLE 1017.2 CBC 2022
414 sf
F-1 (MODERATE HAZARD FACTORY INDUSTRIAL)
OCCUPANCY CALCULATIONS (GRINDING ROOM)
AREA LOAD FACTOR TABLE 1004.5
INDUSTRIAL - 100 GROSS 4.14
NO. OF OCCUPANTS
(NEW)
1,895 sf
F-1 (MODERATE HAZARD FACTORY INDUSTRIAL)
OCCUPANCY CALCULATIONS (SILICONE ROOM PBOF)
AREA LOAD FACTOR TABLE 1004.5
INDUSTRIAL - 100 GROSS 18.95
NO. OF OCCUPANTS
(NEW)
1,192 sf
F-1 (MODERATE HAZARD FACTORY INDUSTRIAL)
OCCUPANCY CALCULATIONS (BRAIDING ROOM)
AREA LOAD FACTOR TABLE 1004.5
INDUSTRIAL - 100 GROSS 11.92
NO. OF OCCUPANTS
(NEW)
83' TRAVEL DISTANCE
MAXIMUM TRAVEL DISTANCE 250'
PER TABLE 1017.2 CBC 2022
130' TRAVEL DISTANCE
MAXIMUM TRAVEL DISTANCE 250'
PER TABLE 1017.2 CBC 2022
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
7
:
5
8
A
M
1/2/2025 9:47:58 AM
T9-1.5
OC
C
U
P
A
N
C
Y
A
N
D
E
X
I
T
I
N
G
D
I
A
G
R
A
M
S
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
06
/
0
3
/
2
0
Au
t
h
o
r
Ch
e
c
k
e
r
1/32" = 1'-0"1 GROUND LEVEL FLOOR PLAN - CODE DIAGRAM PHASE IX
UP
UP
G
F
E
D
C
B
A
1
1
2
2
3
3 4 5 6 7 8 9 10 11 12 13
F.6
3.52.5
E.9
F.4
60
'
-
0
"
60
'
-
0
"
60
'
-
0
"
60
'
-
0
"
60
'
-
0
"
61' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"59' - 0"
640' - 0"
NORTH
(E) ROOF
ACCESS
LADDER
(E) EQUIPMENT
CANOPY
(E) CANOPY
"A"
(E) CANOPY
"B"
(E) CANOPY
"D"
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
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
8
:
0
3
A
M
1/2/2025 9:48:03 AM
T9-1.6
FI
R
E
E
X
T
I
N
G
U
I
S
H
E
R
P
L
A
N
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
11
/
0
5
/
2
4
Au
t
h
o
r
Ch
e
c
k
e
r
1" = 20'-0"1 OVERALL GROUND LEVEL FIRE EXTINGUISHER PLAN - PHASE IX
TITLE 24 -ACCESSIBILITY REQUIREMENTS
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
8
:
0
4
A
M
1/2/2025 9:48:04 AM
T9-1.7
TI
T
L
E
2
4
A
C
C
E
S
S
I
B
I
L
I
T
Y
RE
Q
U
I
R
E
M
E
N
T
S
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
04
/
2
5
/
1
8
Au
t
h
o
r
Ch
e
c
k
e
r
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
8
:
0
4
A
M
1/2/2025 9:48:04 AM
T9-1.8
TI
T
L
E
2
4
A
C
C
E
S
S
I
B
I
L
I
T
Y
RE
Q
U
I
R
E
M
E
N
T
S
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
04
/
2
5
/
1
8
Au
t
h
o
r
Ch
e
c
k
e
r
VERTICAL CHANGE IN LEVELBEVELED CHANGE IN LEVELCARPET TRANSITIONTHRESHOLDRAMP AT SECONDARY EXT. DOOR
1"
M
A
X
.
3/4
"
M
A
X
.
8" MIN.2
1
1/4
"
M
A
X
.
AT
1
:
2
S
L
O
P
E
1/2
"
M
A
X
EXTERIOR IMPERVIOUS
SURFACE
EXTERIOR FLOOR LEVEL
THRESHOLD
SECONDARY EXT. DOOR
PERMANENTLY INSTALLED RAMP OR
BUILT-UP SURFACE.
THRESHOLD
FINISH FLOOR
CARPET
CA
R
P
E
T
B
E
L
O
W
T
H
R
E
S
H
O
L
D
1/4
"
M
A
X
C
O
M
P
R
E
S
S
E
D
2
1
FINISH FLOOR FINISH FLOOR1/4
"
M
A
X
1/2
"
M
A
X
1/4
"
M
A
X
.
1/4
"
M
A
X
48" MIN.
48
"
M
A
X
.
20" MAX.
MAX. FORWARD REACH OVER AN
OBSTRUCTION, < 20" DEPTH
30
"
M
I
N
.
48" MIN.
20" MAX
44
"
M
A
X
.
48" MIN.
20" < Y < = 25"
MAX. FORWARD REACH OVER AN
OBSTRUCTION, 20" - 25" DEPTH
30
"
M
I
N
.
48" MIN.
20" < y < = 25"
15
"
M
I
N
.
48
"
M
A
X
.
HIGH AND LOW SIDE REACH
30" MIN
48
"
M
I
N
15
"
M
I
N
.
48
"
M
A
X
.
30" MIN.10" MAX.
SIDE REACH OVER
AN OBSTRUCTION 10" MAX.
10" MAX 30" MIN
48
"
M
I
N
30" MIN.
34
"
M
I
N
.
46
"
M
A
X
.
24" MAX 24" MAX.30" MIN.
48
"
M
I
N
30" MIN.
SIDE REACH OVER
AN OBSTRUCTION > 10"
AND 24" MAX.
36
"
M
I
N
.
32
"
M
I
N
.
36
"
M
I
N
.
32
"
M
I
N
.
24" MIN.48" MIN.24" MIN.
5' - 0"
5'
-
0
"
60" MIN.
CLEAR WIDTH FOR SINGLE WHEELCHAIRWHEELCHAIR TURNING SPACECLEAR WIDTH FOR TWO
WHEELCHAIRS/ MIN WIDTH FOR
CORRIDORS OVER 200'
MIN WIDTH FOR INTERIOR
CORRIDORS SERVING OCC LOAD
10 OR MORE
44" MIN.
36
"
M
I
N
.
24
"
M
I
N
.
60
"
M
I
N
.
36" MIN.12" MIN.12" MIN.
T-SHAPE 180 DEGREE TURNSTURN AROUND AN OBSTRUCTION
36" MIN.36" MIN.
60
"
M
I
N
.
48
"
M
I
N
.
< 48"
42" MIN.42" MIN.
< 48"
90 DEGREE TURNS
3'
-
0
"
36" MIN.> = 48"36" MIN.
PASSING METHOD FOR CORRIDOR WITH LENGTH
OVER 200' AND WIDTH LESS THAN 60"
44" MIN.
44
"
M
I
N
.
44
"
M
I
N
.
16" MIN.
60
"
M
I
N
.
60" MIN.
44" MIN.
WHEELCHAIR TURNING REQUIREMENTS
48" MIN.
48" MIN.
48" MIN.
>
8
"
48
"
M
I
N
.
48"
M
I
N
.
18
"
M
I
N
.
18
"
M
I
N
.
12
"
M
I
N
.
12
"
M
I
N
.
PROVIDE THIS ADDITIONAL SPACE
IF THE DOOR IS EQUIPPED
WITH BOTH A LATCH AND A CLOSER
12
"
M
I
N
.
18
"
M
I
N
.
VESTIBULE -DOORS AT
ADJACENT WALL
(SERVING OTHEN THAN A
REQUIRED EXIT STAIRWAY
VESTIBULE -DOORS AT
OPPOSITE WALL
(SERVING OTHEN THAN A
REQUIRED EXIT STAIRWAY
VESTIBULE -BOOTH DOORS
OPEN OUT
(SERVING OTHEN THAN A
REQUIRED EXIT STAIRWAY
VESTIBULE -DOORS IN SERIES
(SERVING OTHEN THAN A
REQUIRED EXIT STAIRWAY
12" MIN.
>
8
"
48
"
M
I
N
.
RECESSED DOOR -
PUSH SIDE APPROACH
RECESSED DOOR -
PUSH SIDE APPROACH
RECESSED DOOR -
PULL SIDE APPROACH
>
8
"
60
"
M
I
N
.
18" MIN. INTERIOR
24" MIN. EXTERIOR
24" MIN.
24" MIN.
60
"
M
I
N
.
Y=
4
4
"
M
I
N
.
Y = 48" MIN. IF DOOR
HAS BOTH A LATCH
AND A CLOSER
LATCH SIDE APPROACHESHINGED SIDE APPROACHES
Y = 48" MIN. IF DOOR
HAS BOTH A LATCH
AND A CLOSER
Y
=
4
4
"
M
I
N
.
54" MIN.
60
"
M
I
N
.
36" MIN.
FORWARD APPROACHES
18" MIN. INTERIOR
24" MIN. EXTERIOR
HAS CLOSER & LATCH
12" MIN. ONLY IF DOOR32" MIN. CLR.
48
"
M
I
N
.
60
"
M
I
N
.
CLEAR, LEVEL, LANDING, TYP.
32" CLEAR
30
"
T
O
4
4
"
PANIC HARDWARE
NOTE:
MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT
EXCEED 5 LBS. FOR EXTERIOR DOORS, 5 LBS. FOR
INTERIOR DOORS AND 15 LBS. (OR AS ALLOWED BY
APPROPRIATE ADMINISTRATIVE AGENCY) FOR
FIRE DOORS.
NOTE:
DOOR HARDWARE TO BE CENTERED BETWEEN
30" AND 44' ABOVE FINISHED FLOOR
DOOR HARDWARE
DOORWAY REQUIREMENT
32" MIN. CLR.
48
"
M
I
N
.
FORWARD APPROACHES
(FOR SLIDING / FOLDING
DOORS)
32" MIN. CLR.
42
'
M
I
N
.
22' MIN.
POCKET OR HINGE SIDE
APPROACH (FOR SLIDING /
FOLDING DOORS)
42
"
M
I
N
.
24" MIN.
32" MIN. CLR.
STOP OR LATCH SIDE APPROACH
(FOR SLIDING / FOLDING DOORS)
SIDE APPROACH (FOR DOORWAYS
W/O DOORS/GATE)
32" MIN. CLR.
48
"
M
I
N
.
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
8
:
0
5
A
M
1/2/2025 9:48:05 AM
T9-1.9
TI
T
L
E
2
4
A
C
C
E
S
S
I
B
I
L
I
T
Y
D
I
A
G
R
A
M
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
04
/
2
5
/
1
8
Au
t
h
o
r
Ch
e
c
k
e
r
1" = 1'-0"1 CHANGES OF ELEVATION ALONG ACCESS. ROUTE
1/4" = 1'-0"2 ACCESSIBLE REACH RANGE
1/4" = 1'-0"3 WHEELCHAIR TURNING REQUIREMENTS
1/4" = 1'-0"4 DOORWAY REQUIREMENT
BLDG 1 - DCDA #1BLDG 1 - DCDA #2
R
D
(E) PUB F.H.
(E) P
U
B F.H.
(
E
) P
U
B
F.
H
.
(E) 1
6
" P
U
B
LIC
W
A
T
E
R
M
AI
N
G
F
E
D
C
B
A
1
1
2
2
3
3 4 5 6 7 8 9 10 11 12 13
F.6
3.52.5
E.9
F.4
2'
-
5
3
/
4
"
0'
-
0
1
/
4
"
NORTH
47
47
48 48 48 48
43
44
13
19
31
24
18
42
2
3
4
7
8
9
11
16
37
20
12
22
23
2525
1
22 22
CV
CV
CV
CV
CV
CV
CV
32
38
38
38
38
6
27
27
W
30
CV
CV
CV
28
45
10
35
36
46
85
'
-
0
"
10
0
'
-
0
"
49
50
48
18
'
-
0
"
53 52
CANOPY 'C'
51 51 51
CANOPY 'A'CANOPY 'B'CANOPY 'D'
54
1. PUBLIC STREET : ALL IMPROVEMENTS INCLUDING SIDEWALKS, CURB CUTS AND DRIVEWAY APRONS ARE TO
BUILT TO CITY / COUNTY STANDARD PER APPROVED CIVIL DRAWINGS.
2. (E) CURB CUT. SEE CIVIL DRAWINGS FOR IMPROVEMENTS.
3. (E) STREET FIRE HYDRANT. SEE CIVIL DRAWINGS.
4. (E) STREET LIGHT. SEE CIVIL DRAWINGS.
5. (E) ACCESSIBLE PARKING STALL COMPLIANCE SIGNAGE AT DRIVEWAY ENTRANCES INTOSITE.
6. (E) FIRE DEPARTMENT CONNECTION. SEE FIRE PROTECTION DRAWINGS.
7. (E) FIRE BACKFLOW PREVENTER TO BE SCREENED WITH LANDSCAPE. SEE FIRE PROTECTIONDRAWINGS.
8. (E) IRRIGATED LANDSCAPING PER GUIDELINES WITH MIN 6"CONCRETE CURBS AT ALL INTERIOR PERIMETERS.
SEE LANDSCAPE DRAWINGS.
9.(E) MEDIUM BROOM FINISH CONCRETE SIDE WALK: MIN. 4.5" THK. 2500PSI WITH #3 BARS @ 18" O.C. EA. WAY
OVER 95% COMPACTED 12" SUBGRADE.
PROVIDECONTROL / CONSTRUCTION JOINTS @ MAX. 5'-0" O.C. SHADED AREAS: #5 TOP-CAST WASHFINISHED
CONCRETE WITH THE C-34 DARK GREY COLOR MIX.
10. (E) 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 OTHERDEFINED RAMPS. CROSS SLOPE NOT TO
EXCEED 1/4" PER FOOT. SEE GENERAL NOTES ONTHIS SHEET FOR ADDITIONAL DATA. STRIPE PAVING WITH
WHITE PAINT AT ALL DRIVEWAYCROSSINGS.
11. (E) ACCESSIBLE PRIMARY ENTRANCE / EXIT. PROVIDE 5' MIN. DEEP LEVEL CONCRETELANDING WITH MAX.
CROSS SLOPES NOT EXCEEDING 1/4" PER FOOT. PROVIDEACCESSIBILITY SIGNAGE, NO SMOKING SIGNAGE,AND
EXIT SIGN ON INTERIOR PER SHEET T24-3.
12. (E) CONCRETE TILT-UP MANUFACTURING/OFFICE / WAREHOUSE FACILITY.
13. (E) ON-SITE FIRE HYDRANT. PROVIDE GUARD POSTS PER FIRE DEPARTMENTSTANDARDS.
14. PROPERTY LINE.
15. LANDSCAPE CONTROLLER. SEE LANDSCAPE DRAWINGS.
16. (E) 3000 PSI CONCRETE SITE PAVING OVER COMPACTED SUBGRADE PER GEOTECH REPORT.SEE CIVIL
DRAWINGS FOR THICKNESS. SEE STRUCTURAL DRAWINGS FOR REINFORCING. INTRUCK YARD. PROVIDE
CONTROL / CONSTRUCTION JOINTS PER STRUCTURAL DRAWINGS.PROVIDE MEDIUM BROOM FINISH. SEE CIVIL
DRAWINGS FOR ADDITIONAL DATA. CONFIRMSUB-GRADE COMPACTION REQUIREMENTS WITH SOILS REPORT.
PROVIDE REINFORCING INFORKLIFT RAMP SLABS PER FOUNDATION PLAN NOTES.
17. (E) INTERIOR ELECTRICAL SWITCHGEAR. SEE ELECTRICAL DRAWINGS.
18. (E) TRANSFORMER AND VAULT. SEE ELECTRICAL DRAWINGS FOR IMPROVEMENTS.PROXIMITY OF VAULT TO
BUILDING SHALL BE GOVERNED BY STRUCTURAL FOOTINGDETAILS. PROVIDE BOLLARDS PER POWER COMPANY
REQUIREMENTS -SEE ELECTRICALDWGS.
19. UNLESS SHOWN OTHERWISE, ALL EXIT DOORS SHALL HAVE A MINIMUM 5'-0" SQ. CLEARAND LEVEL CONCRETE
LANDING W/ MAX. PER DETAIL 14/AD-1. CROSS SLOPES NOTEXCEEDING 1/4" PER FOOT. TYPICAL U.N.O. WHERE
LANDINGS REQUIRE MORE THAN ONESTEP, PROVIDE STEEL HANDRAILS
20. (E) GRADE LEVEL LOADING DOOR.
21. (E) DOCK HIGH TRUCK LOADING DOOR.
22. (E) 8' HIGH ROLLING/SWING GATES AS SHOWN ON SITE PLAN. ALL SITE GATESWILL HAVE KNOX BOXES AND
AND RAPID ENTRY SYSTEM TO ALLOW FOR FIRE DEPARTMENTACCESS. GATES SHALL PROVIDE 80% OPACITY.
SUBMIT DETAILED SHOP DRAWINGS ANDCALCULATIONS FOR APPROVAL. PROVIDE CONDUIT FOR FUTURE GATE
MOTORS ANDCOMMUNICATIONS.
23. (E) TYPICAL 8" DIA. (U.N.O.) CONCRETE FILLED GUARD POST PAINTED SAFETY YELLOWWHERE SHOWN.
24. (E) 12'-0" HIGH MIN. (AS MEASURED FROM INSIDE THE TRUCK YARD) PAINTED CONCRETESCREEN WALL.
PROVIDE WATERPROOFING PER SPECS WHERE LANDSCAPED GRADE ON ONESIDE OF WALL IS ABOVE FINISH
GRADE ON TO OTHER SIDE OF WALL.
25. (E)INTERIOR ROOF DRAIN AND/OR OVERFLOW DRAIN TO EXIT BUILDING THROUGH TILT-UPWALL OR RAMP
PANEL. DRAIN PIPES TO EXTEND TO FACE OF CURB OR CONNECT WITHON-SITE STORM DRAIN SYSTEM. SEE CIVIL
DRAWINGS.
26. (E) ONE HOUR RATED FIRE PUMP ROOM WITH FIRE DEPARTMENT ACCESS FROM EXTERIOR.PROVIDE
SIGNAGE ON EXTERIOR DOOR. SEE FLOOR PLAN.
27. (E) TYPICAL STANDARD PARKING STALL 9' X 20' (OR 9' X 17' + 3' OVERHANG).
28. (E) BOLT DOWN RIBBON WAVE STYLE GALVANIZED BIKE RACK BY PATTERSON WILLIAMS.USE 5 BIKE CAPACITY
1602-05G .
29. (E) SANITARY SEWER LINE -SEE CIVIL DRAWINGS FOR FINAL LOCATIONS.
30. (E) DOMESTIC WATER LINE -SEE CIVIL DRAWINGS FOR FINAL LOCATIONS.
31. (E) 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 INTERIORPERIMETER 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 APRONPER TRUCKING APRON REQUIREMENTS. ONE COMPARTMENT DESIGNATED FOR
RECYCLABLEMATERIALS INCLUDING PLASTICS, METALS, PAPER, GLASS & CARDBOARD.
32. (E) 'CV' DESIGNATES A PARKING STALL MARKED AS "CLEAN AIR / VANPOOL / EV" VEHICLEPARKING.
33. (E) WATER QUALITY AND DETENTION BASIN . AT BASINS 4 & 5 PROVIDE A 5' MIN.SURROUNDING FENCE WITH
MAINTENANCE ACCESS GATES. COORDINATE FINAL GATE ANDFENCE LOCATIONS WITH CIVIL DRAWINGS.
34. (E) ON SITE LIGHTING -POLE MOUNTED FIXTURES ON SACKED & PATCHED CONCRETEBASE. LIGHTING
DESIGNED TO NOT CREATE GLARE INTO ADJACENT PROPERTIES ANDSTREETS. SEE ELECTRICAL DRAWINGS
FOR FINAL LOCATIONS AND PHOTOMETRIC STUDY.
35. (E) ACCESSIBLE PATH SIGNAGE.
36.(E) ELECTRIC VEHICLE CAR CHARGING STATION TO SERVE TWO STALLS.
37. (E) PARKING LOT.
38. (E) 8'-0" TUBULAR STEEL PICKET FENCE.
39. (E) 36" MIN. DEPTH TRUNCATED DOME DETECTABLE WARNING SURFACE
40. PRIVATE STREET WITH ACCESSIBLE PATH SIDEWALKS & CURB CUTS AND ASIGNALIZED INTERSECTION AT
LOWER AZUSA ROAD. SEE CIVIL DRAWINGS.
41. (E) STORM DRAIN AND EASEMENT. PROTECT IN PLACE. SEE CIVIL DRAWINGS.
42. (E) CMU SCREEN WALL. PROTECT IN PLACE.
43. (E) SEWER PUMP STATION. SEE CIVIL DRAWINGS.
44. (E) EMERGENCY GENERATOR FOR SEWER PUMP STATION. SEE ELECTRICAL DRAWINGS.
45. (E) 25' HIGH ILLUMINATED FLAGPOLE
46. (E) 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 CONCRETEWITH THE C-34 DARK GREY COLOR MIX.
47. (E) NO SMOKING WITHING 15' OF THE BUILDING SIGNAGE.
48. (E) AC UNITS.
49. (E) NEW TRUCK RAMP
50. (E) LEVEL LOADING DOOR FOR FINISH FLOOR GRADE LEVEL ACCESS.
51. (N) PROPOSED NEW CANOPY.
52. (E) ADA RAMP
53. (E) EQUIPMENT CANOPY
54. PROPOSED AREA OF WORK
KEYNOTES:00
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
8
:
1
1
A
M
1/2/2025 9:48:11 AM
A9-1.0
SI
T
E
P
L
A
N
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
10
/
2
8
/
2
1
Au
t
h
o
r
Ch
e
c
k
e
r
1" = 30'-0"1 PROPOSED SITE PLAN - PHASE IX
UP
UP
G
F
E
D
C
B
A
1
1
2
2
3
3 4 5 6 7 8 9 10 11 12 13
F.6
3.52.5
E.9
F.4
60
'
-
0
"
60
'
-
0
"
60
'
-
0
"
60
'
-
0
"
60
'
-
0
"
61' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"59' - 0"
640' - 0"
NORTH
(E) ROOF
ACCESS
LADDER
(E) EQUIPMENT
CANOPY
(E) CANOPY
"A"
(E) CANOPY
"B"
(E) CANOPY
"D"
BRAIDING ROOM
142
SILICONE ROOM
PBOF
143
GRINDING ROOM
144
EXISTING
WAREHOUSE /
MANUFACTURING
100
A9-2.3
1
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
9
:
1
5
A
M
1/2/2025 9:49:15 AM
A9-2.0
OV
E
R
A
L
L
G
R
O
U
N
D
L
E
V
E
L
P
L
A
N
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
11
/
0
3
/
2
1
Au
t
h
o
r
Ch
e
c
k
e
r
1" = 20'-0"1 OVERALL GROUND LEVEL PLAN - PHASE IX
G
F
E
D
C
B
A
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
F.6
3.52.5
E.9
F.4
A9-2.3
2
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
9
:
1
7
A
M
1/2/2025 9:49:17 AM
A9-2.1
OV
E
R
A
L
L
R
C
P
P
L
A
N
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
10
/
2
4
/
2
4
Au
t
h
o
r
Ch
e
c
k
e
r
RCP NOTES:
SEE SHEET A9-2.3 FOR NOTES
1" = 20'-0"1 OVERALL RCP PLAN - PHASE IX
6" MIN8"
M
I
N
.
G
F
E
D
C
B
A
1
1
2
2
3
3
4
4 5 6 7 8 9 10 11 12 13
F.6
3.52.5
E.9
F.4
42
'
-
5
"
59
'
-
7
"
60
'
-
0
"
60
'
-
0
"
60
'
-
0
"
60
'
-
0
"
39' - 0"
35' - 3"
37' - 9"
35' - 3"
2.
0
8
%
2.
0
8
%
NORTH
1
61' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"59' - 0"
640' - 0"
11 11 11 11
EF
EFEF EF EF
EF
EF EF
EF EF
12
8
7
22
00000 10
111111
34
2
'
-
0
"
640' - 0"
12
12
12 12
12
12 12
12 12
9
11
11
11
13
13
14
MECHANICAL EQUIPMENT
BUR ON WOOD DECK. PROVIDE
TAPERED PERLITE CRICKETS ON
HIGH SIDE OF UNIT TO MAINTAIN
POSITIVE DRAINAGE
MODIFIED CAP SHEET ON 2
PLIES -ATTACHED BEHIND
COUNTER FLASHING W/ CONT. 18
GA. TERM BAR FASTENED @ 9"
O.C.
CONT. 1/2" PLYWOOD
INSULATED PREFABRICATED
FACTORY EQUIPMENT CURB
WITH CANT STRIP. ATTCH CURB
THROUGH BLOCKING PER
MECHANICAL DRAWINGS
LEVELING CURB MIN. 1.5 X 3.5
ATTACH TO DECK WITH MIN. 2
EXTERIOR SIDE CLIPS EA SIDE
AND 3 INTERIOR SIDE CLIPS
EACH SIDE.
PERIMETER SUPPORT
STRUCTURE. SEE STRUCTURAL
DRAWINGS
NOTES:
1. SEE STRUCTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL
NOTES AND DETAILS
2.CONTRACTOR TO COORDINATE REQUIRED OPENINGS AND
SUPPORTS / CURBS FOR EACH UNIT AND SUBMIT COMPLETE
SHOP DRAWINGS FOR APPROVAL
3. SHAPE CANT STRIP TO AVOID GAPS
1.(E) CONCRETE PARAPET WALL
2.(E) INTERIOR ROOF DRAIN & OVERFLOW DRAIN. WHERE DRAINS RUN ALONG ALONG INTERIOR WALL HORIZONTAL
RUNS, UPSIZE ACCORDING TO CPC AND SLOPE @ MIN. 1/4" PER FOOT. SEE GENERAL NOTES BELOW.
3.INTERIOR ROOF DRAIN & PAINTED G.I. EXTERIOR OVERFLOW SCUPPER. WHERE DRAINS RUN ALONG ALONG
INTERIOR WALL HORIZONTAL RUNS, UPSIZE ACCORDING TO CPC AND SLOPE @ MIN. 1/4" PER FOOT. SEE
GENERAL NOTES BELOW.
4.PAINTED G.I. EXTERIOR ROOF DRAIN AND OVERFLOW SCUPPER.
5.4X10 WOOD CURB MOUNTED ROOFTOP VENTILATION UNIT. SEE STRUCTURAL AND MECHANICAL DRAWINGS.
6.N/A
7.(E) JOHNS MANVILLE 4GNC, GAF NB4M OR MALARKY M4-AHA FOUR PLY (ONE BASE SHEET, TWO PLY SHEETS, 1
CAP SHEET) BUILT-UP ROOFING PER SPECIFICATIONS OVER O.S.B. OVER ROOF FRAMING. ROOFING SYSTEM TO
BE UL CLASS 'A' FIRE RATING, FM 90 FIRE RESISTANCE, AND MEET FM 90 WIND UPLIFT RESISTANCE
REQUIREMENTS. INSTALL PER MANUFACTURER'S SPECIFICATIONS AND PROJECT MANUAL. PROVIDE 5-YEAR
SUBCONTRACTOR'S WARRANTY AND QUALIFICATIONS FOR A 10-YEAR NDL WARRANTY. NDL WARRANTY TO BE
PROVIDED BY THE G.C.. WARRANTIES AND SHALL INCLUDE ALL ROOFING COMPONENTS (FLASHINGS, SEALANTS,
ETC.). SEE ROOFING SPECIFICATIONS AND DETAILS ON AD-3 & AD-4. PROVIDE 5 YEAR LABOR GUARANTEE.
8.(E) 48" X 96" CURB MOUNTED SKYLIGHT ASSEMBLY. CONTRACTOR SHALL COORDINATE FINAL LOCATION WITH
FIRE SPRINKLER CONTRACTOR, ARCHITECT, AND STRUCTURAL ENGINEER. PROVIDE PERLITE OR PLYWOOD
CRICKETS PER ARCHITECTURAL SKYLIGHT DETAIL. PROVIDE CONT. BEAD OF SEALANT AT PERIMETER
MOUNTING TO WOOD ROOF CURB. SEE DETAIL 18/AD-3. SKYLIGHTS SHALL HAVE A T-VIS VALUE OF 0.6 OR
GREATER. PROVIDE BURGLAR BARS AS AN ALTERNATE.
9.(E) ROOF HATCH. WITH A LADDER-UP SAFETY POST AT TOP OF LADDER WITH SAFETY GRIP ABOVE THE TOP OF
THE LADDER. ADJACENT PARAPET WALL SHALL BE MIN. 42" HIGH FOR 10' EACH SIDE OF ROOF HATCH.
ROOF LEGEND:00
10. (E) ROOF ADDRESS LETTERS PAINTED BLACK, 8'-0" HIGH WITH MIN. 24" WIDE STROKE PER LETTER -CONTRACTOR
SHALL CONFIRM ACTUAL ADDRESS NUMBER PRIOR TO INSTALLATION.
11.(E) FACTORY CURB MOUNTED HVAC UNITS.
12.(E) EXHAUST AIR DUCT UP THRU ROOF PER MECHANICAL DRAWINGS, TYP.
13.(E) CONDENSING UNIT
14. NEW CONDENSING UNIT -SEE MECHANICAL
1. IF PROVIDED IN THE UNCONDITIONED WAREHOUSE AREAS (SEE KEYNOTES ABOVE), FOIL
INSULATION ON THE UNDERSIDE OF THE ROOF DECK SHALL BE HELD BACK FROM METAL
HANGERS TO ALLOW ADEQUATE AIR CIRCULATION TO PREVENT CONDENSATION BUILD-UP
ON HANGERS.
2. VERIFY THAT ALL AREAS HAVE POSITIVE 1/4" PER FOOT MIN. ROOF DRAINAGE PRIOR TO
ROOFING INSTALLATION. PROVIDE BUILT-UP CRICKETS OF PLYWOOD OR PERLITE TO
PROVIDE POSITIVE DRAINAGE OUT OF BUILDING CORNERS WHERE REQUIRED. EXTEND
CRICKETS 1/2 WIDTH OF CURB UPHILL.
3. COORDINATE WITH STRUCTURAL DRAWINGS FOR ROOF ELEVATIONS.
4. SEE DETAIL SHEETS FOR TYPICAL ROOFING DETAILS. FOR TYPICAL ROOF PENETRATIONS
AND FACTORY CURBS, CONTRACTOR TO CONFIRM ALL LOCATIONS WITH
MECHANICAL AND STRUCTURAL DRAWINGS.
5. CONTRACTOR SHALL VERIFY ALL MECHANICAL UNIT LOCATIONS, CURBS AND HOOKUPS
WITH SUBCONTRACTORS, MECHANICAL AND STRUCTURAL ENGINEERS, AND ARCHITECT
PRIOR TO INSTALLATION.
6. PROVIDE BUILT-UP PLYWOOD OR PERLITE CRICKETS AT SKYLIGHTS TO PROVIDE
DRAINAGE AROUND SKYLIGHTS, HVAC UNITS OR ANY OTHER MECHANICAL EQUIPMENT
MOUNTED ON ROOF. EXTEND CRICKETS 1/2 WIDTH OF CURB UPHILL.
7. WHEN REQUIRED BY LOCAL JURISDICTION AND PRIOR TO TRUSS INSTALLATION, TRUSS
MANUFACTURER TO SUBMIT PLANS TO BUILDING DEPARTMENT FOR APPROVAL.
8. CONTRACTOR SHALL INSURE PROPER JOB-SITE STORAGE OF MATERIALS TO MINIMIZE
EXPOSURE TO MOISTURE DURING THE CONSTRUCTION CYCLE.
9. INSTALL ROOFING MATERIALS AS SOON AS POSSIBLE AFTER INSTALLATION OF WOOD
ROOF DECKS TO MINIMIZE EXPOSURE OF THE WOOD DECK TO MOISTURE SOURCES. USE
TEMPORARY COVERINGS IF ROOFING MATERIALS CANNOT BE INSTALLED IN SUCH A TIMELY
MANNER. PROVIDE FOR "OSB" MOISTURE INSPECTION INTERIOR/EXTERIOR AND GAP
DISTANCE BY AN INSPECTOR APPROVED BY THE "OSB" MANUFACTURER, PRIOR TO ANY
ROOFING MEMBRANE INSTALLATION.
10. USE DRY WOOD (GRADE STAMPED 'S-DRY'), WITH A MOISTURE CONTENT LESS THAN OR
EQUAL TO 16%. DO NOT INSTALL BELOW ROOF INSULATION MATERIALS OR VAPOR
RETARDERS UNTIL ALL WOOD FRAMING ELEMENTS HAVE DRIED TO A MOISTURE CONTENT
OF 12% OR LESS AT THE TIME OF INSTALLATION OF THESE MATERIALS.
11. MINIMIZE IRREGULARITIES AND LOCAL DISCONTINUITIES IN STRUCTURAL WOOD ROOF
PANELS THAT MAY BE CAUSED BY HANGER FLANGES OR DISPROPORTIONATE SHRINKAGE
OF CONNECTING WOOD ELEMENTS. AVOID NAILS, SCREWS OR OTHER MECHANICAL
FASTENERS PROTRUDING ABOVE THE SURFACE OF THE ROOF DECK.
12. ROOF TRUSSES SHALL BE MANUFACTURER'S LIGHT GREY PRIMER PAINTED. ALL OTHER
EXPOSED STEEL INSIDE THE BUILDING SHALL BE GREY PRIMER. PAINT TO MATCH COLOR OF
ROOF TRUSSES. TOUCH UP PAINT ALL FIELD WELDED CONNECTIONS.
13. ALL FIRE MAINS AND BRANCH LINES ARE TO BE PLACED UP IN THE BAR JOISTS.
14. HIGH PILE STORAGE IS NOT A PART OF THIS PERMIT. SHOULD HIGH PILE STORAGE BE
UTILIZED WITHIN THE BUILDINGS, ADDITIONAL IMPROVEMENTS WILL BE INSTALLED WHEN
REQUIRED BY THE CFC.
15. THE BUILDING IS PROTECTED WITH AN ESFR SPRINKLER SYSTEM. SMOKE CURTAINS
ARE ONLY REQUIRED AT SEPARATIONS BETWEEN CONVENTIONAL AND ESFR SYSTEMS PER
CFC TABLE 81-B EXCEPTION 2.
GENERAL NOTES:
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
9
:
2
2
A
M
1/2/2025 9:49:22 AM
A9-2.2
RO
O
F
P
L
A
N
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
06
/
1
1
/
2
0
Au
t
h
o
r
Ch
e
c
k
e
r
1" = 20'-0"1 ROOF PLAN PHASE IX
3" = 1'-0"2 HVAC UNIT @ ROOF WITH FACTORY
A
1 2 3 4
44' - 0"29' - 3"70' - 2"8' - 6"16' - 2"
28
'
-
0
"
12" MIN.
1' - 1 3/8"
28
'
-
0
"
13' - 1"
12" MIN.
1' - 6 3/8"
28
'
-
0
"
6' - 4"6' - 4"6' - 0"2' - 0"6' - 0"2' - 0"
1' - 4"
6' - 0"2' - 0"6' - 0"2' - 0"8' - 0"1' - 6"8' - 0"1' - 6"8' - 0"6' - 1"6' - 1"8' - 0"1' - 6"8' - 0"1' - 6"8' - 0"2' - 0"
2'
-
0
"
8'
-
0
"
1'
-
6
"
6'
-
0
"
1'
-
6
"
8'
-
0
"
1'
-
0
"
BRAIDING ROOM
142
SILICONE ROOM
PBOF
143
GRINDING ROOM
144
2'
-
0
"
8'
-
0
"
1'
-
6
"
6'
-
0
"
1'
-
6
"
8'
-
0
"
1'
-
0
"
1'
-
0
"
8'
-
0
"
1'
-
6
"
6'
-
0
"
1'
-
6
"
8'
-
0
"
2'
-
0
"
2'
-
0
"
8'
-
0
"
1'
-
6
"
6'
-
0
"
1'
-
6
"
8'
-
0
"
1'
-
0
"
2'
-
0
"
8'
-
0
"
1'
-
6
"
6'
-
0
"
1'
-
6
"
8'
-
0
"
1'
-
0
"
8' - 1"8' - 1"
1
A9-4.0
(E)(E)
W2 W2 W2 W2
W1
W2
W1
W1
W2
W1
W1 W1 W1 W1 W1 W1
W1
W2
W1
W1
W2
W1 W1
W2
W1
95 96 97
D
D
D D
D
D
D
D
20'-0" HT
20'-0" HT
20'-0" HT
20'-0" HT
20'-0" HT
20'-0" HT
20'-0" HT
A A
A9-3.0
1
A9-3.02
2
A9-4.0
A
1 2 3 4
1
A9-4.0
16' - 0"16' - 0"
16' - 0"
2
A9-4.0
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 INSTRUCITIONS AND CHAPTER
27. EXERNALLY 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 EMERGENGY
ELECTRICAL SYSTEM WHICH IS TO PROVIDE CONTUNUED 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
RCP LEGEND:
ILLUMINATED EXIT SIGN
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
PLAN FOR ADDITIONAL NOTES
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
9
:
2
2
A
M
1/2/2025 9:49:22 AM
A9-2.3
EN
L
A
R
G
E
D
P
L
A
N
S
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
12
/
0
4
/
2
4
Au
t
h
o
r
Ch
e
c
k
e
r
3/16" = 1'-0"1 OVERALL GROUND LEVEL PLAN - PHASE IX - Callout 1
3/16" = 1'-0"2 OVERALL RCP PLAN - PHASE IX - Callout 1
ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE
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.
Wall Schedule - PHASE IX
Type Mark Description
A EXISTING 10" CONCRETE TILT UP WALL
D INTERIOR WALL - 6" 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.
RCP NOTES:
FINISH FLOOR
0' -0"
2 3 4
2
A9-4.0
97
W1W1W1
96
W1W1W1W2W2
95
W2W2
(E)(E)8'
-
2
"
20
'
-
0
"
20
'
-
0
"
20
'
-
0
"
8'
-
2
"
2 22
1
3 333333333 4
44
FINISH FLOOR
0' -0"
1
A9-4.0
8'
-
2
"
20
'
-
0
"
W1 W2 W1
2
3
1
2
3
4
(N) PAINTED WALL - SEE WALL SCHEDULE ON SHEET A9-2.3
(N) WINDOW - SEE WINDOW TYPES ON SHEET A9-5.0
(N) DOOR - SEE DOOR SCHEDULE ON SHEET A9-5.0
1 (E) ROOF STRUCTURE
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
9
:
2
3
A
M
1/2/2025 9:49:23 AM
A9-3.0
IN
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
12
/
1
9
/
2
4
Au
t
h
o
r
Ch
e
c
k
e
r
3/16" = 1'-0"1 Elevation 13 - a
3/16" = 1'-0"2 Elevation 13 - b
KEYNOTES:00
T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007T ectonic Copyright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007T ectonic Cop yright 2007 T ectonic Cop yright 2007 T ectonic Cop yright 2007
FINISH FLOOR
0' -0"
1 2 3 4
TOP OF PARAPET
39' -0"
16
'
-
0
"
18
'
-
0
"
20
'
-
0
"
20
'
-
0
"
18
'
-
0
"
4'
-
0
"
4'
-
2
"
16
'
-
0
"
16
'
-
0
"
4'
-
0
"
4'
-
2
"
18
'
-
0
"
20
'
-
0
"
2
A9-4.0
BRAIDING ROOM
142
SILICONE ROOM
PBOF
143
GRINDING ROOM
144
1
2 2 2
3 3
4
5 5 5 5 5666
777
A9-6.0
3
A9-6.0
1
A9-6.0
2
A9-6.0
2
FINISH FLOOR
0' -0"
A
TOP OF PARAPET
39' -0"
1
A9-4.0
16
'
-
0
"
8'
-
2
"
20
'
-
0
"
18
'
-
0
"
1
2
3
4
5
6
7
A9-6.0
3
A9-6.0
1
(N) SUSPENDED CEILING - SEE
(E) EXTERIOR TILT-UP WALL TO REMAIN
(E) CONCRETE SLAB ON GRADE
(E) ROOF STRUCTURE
(N) STEEL STUD WALL - SEE WALL SHCEDULE
1
2
3
4 (E) CONCRETE FOOTING
5
6
(N) HARD LID CEILING - SEE STRUCTURAL7
/1 A9-6.1
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
9
:
2
5
A
M
1/2/2025 9:49:25 AM
A9-4.0
SE
C
T
I
O
N
S
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
12
/
0
5
/
2
4
Au
t
h
o
r
Ch
e
c
k
e
r
3/16" = 1'-0"1 Section 65
3/16" = 1'-0"2 Section 66
KEYNOTES:00
D
LI
SNEC E
E
O
TS
OTAE CFA FLI R
ANI
C
A HITCR
TALEN MALEKIAN
REN.:12/31/21
C-38560
TEMPERED VISION
PANEL.FRAME TO
MATCH DOOR JAMB
38
"
3'
-
6
"
0'
-
6
"
PER SCHEDULE
KICK PLATE
ON BOTH SIDES
8'
-
0
"
HINGED UPPER
SECTION WITH LATCH
TEMPERED VISION
PANEL.FRAME TO
MATCH DOOR JAMB
38
"
3'
-
6
"
0'
-
6
"
PER SCHEDULE
KICK PLATE
ON BOTH SIDES
8'
-
0
"
10
'
-
0
"
8'
-
2
"
8' - 0"
4'
-
2
"
4'
-
0
"
T
ALUMINUM FRAME
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
WINDOW SCHEDULE LEGEND
SAFETY TEMPERED GLASS.T
8'
-
2
"
6' - 0"
4'
-
2
"
4'
-
0
"
T
ALUMINUM FRAME
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
9
:
2
6
A
M
1/2/2025 9:49:26 AM
A9-5.0
DO
O
R
A
N
D
W
I
N
D
O
W
S
C
H
E
D
U
L
E
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
06
/
2
2
/
2
0
Au
t
h
o
r
Ch
e
c
k
e
r
DOOR TYPE
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 PERIMETER 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 THRESHOLD. RAISED THRESHOLDS 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
22. ALL EXIT DOORS AND GATES FROM AN A-2 OCCUPANCY SHALL NOT BE
PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE.
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
A SOLID CORE INT. DBL DOOR W/ HALF LITE B
SOLID CORE INT. DBL DOOR W/ HALF LITE & HINGED
UPPER SECTION
1/4" = 1'-0"1 W1
WINDOW SCHEDULE
1/4" = 1'-0"2 W2
NO PROJECT PHASE
DOOR FRAME HARDWARE
FIRE
RATING STATUS COMMENTSGROUP WIDTH HEIGHT
DOOR
THICKNESS MATERIAL FINISH MATERIAL FINISH GROUP FINISH LOCKING CLOSURE
95 PHASE 9 B 8' - 0" 10' - 0" 1-3/4" WD ST HM PR HW-10 - PR MOD* PER SCHED - YES - NEW PROVIDE KICKPLATES, PUSH/PULL HARDWARE AND SURFACE CLOSER
96 PHASE 9 B 8' - 0" 10' - 0" 1-3/4" WD ST HM PR HW-10 - PR MOD* PER SCHED - YES - NEW PROVIDE KICKPLATES, PUSH/PULL HARDWARE AND SURFACE CLOSER
97 PHASE 9 A 6' - 0" 8' - 0" 1-3/4" WD ST HM PR HW-10 - PR MOD* PER SCHED - YES - NEW PROVIDE KICKPLATES, PUSH/PULL HARDWARE AND SURFACE CLOSER
MOD* : HARDWARE MODIFIED PER COMMENTS
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
9
:
2
7
A
M
1/2/2025 9:49:27 AM
A9-5.1
FI
N
I
S
H
S
C
H
E
D
U
L
E
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
05
/
2
4
/
2
4
Au
t
h
o
r
Ch
e
c
k
e
r
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
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
GLENAIR TYPICAL FINISH & MATERIAL SCHEDULE
FINISH SCHEDULE - PHASE IX
ROO
M Phase NAME FLOOR FINISH BASE BOARD WALL FINISH CEILING SYSTEM COMMENTS
142 PHASE IX BRAIDING ROOM CONCRETE FINISH RUBBER COVE PRIMED AND PAINTED ACT
143 PHASE IX SILICONE ROOM PBOF CONCRETE FINISH RUBBER COVE PRIMED AND PAINTED ACT
144 PHASE IX GRINDING ROOM CONCRETE FINISH RUBBER COVE PRIMED AND PAINTED ACT
FINISH FLOOR
SINGLE DOOR DOUBLE DOOR
NOTES:
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.
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
"
M
I
N
.
60
"
M
A
X
.
6"
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
"
M
I
N
.
60
"
M
A
X
.
3"
M
I
N
.
5/8" TYPE 'X' GYP. BRD.
ON BOTH SIDES
PLYWOOD PER STRUCTURAL
CEILING JOISTS PER STRUCTURAL
NEW STEEL
STUD WALL
0'
-
6
"
SUSPENDED
CEILING SEE
/1 A9-6.1
5/8" TYPE 'X' GYP. BRD.
ON BOTH SIDES
PLYWOOD PER STRUCTURAL
CEILING JOISTS PER STRUCTURAL
NEW STEEL
STUD WALL
0'
-
6
"
SUSPENDED
CEILING SEE
/1 A9-6.1
4 7/8"
METAL STUDS @ 16" O.C.
5/8" THK. GYP. BOARD
EACH SIDE
METAL STUD HEADER
PER STRUCTURAL
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
1 3
/
4
"
1/2
"
1"
A
T
H
E
A
D
5/8
"
A
T
J
A
M
B
5"
2" DOOR
1/2
"
M
A
X
.
1/4
"
M
A
X
.
FINISH FLOOR
5/8" TYPE 'X' GYP. BRD. ON BOTH SIDES
ALUM. FRAME WINDOW.
REFER TO SCHEDULE
6" METAL STUDS
HEADER PER STRUCTURAL
CORNER BEAD
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
9
:
2
8
A
M
1/2/2025 9:49:28 AM
A9-6.0
DE
T
A
I
L
S
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
10
/
3
1
/
2
4
Au
t
h
o
r
Ch
e
c
k
e
r
3" = 1'-0"1 DETAIL "A"
3" = 1'-0"2 DETAIL "B"
3" = 1'-0"4 TYPICAL DOOR HEAD AND SILL DETAIL
3" = 1'-0"5 PRIMARY ENTRANCE SIGNAGE
12" = 1'-0"6 TACTILE EXIT SIGNS
3" = 1'-0"3 INTERIOR WINDOW DETAIL
1 1/2"MIN.EMBED5/8" TYPE 'X' GYP. BD.
(TAPE FOR 1 - HOUR CEILING TYP.)
1/4" DIA. SCREW EYE W/ FULL
THREAD EMBEDMENT
(1 1/2" MIN.)
3x BLOCKING W/
SIMPSON A35 EA. END
BRACING WIRE
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)
MIN
.
3
T
I
G
H
T
TU
R
N
S
I
N
1
1
/
2
"
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.
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
B
y
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
1/
2
/
2
0
2
5
9:
4
9
:
2
9
A
M
1/2/2025 9:49:29 AM
A9-6.1
DE
T
A
I
L
S
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1257-21
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
BL
D
G
1
04
/
1
3
/
2
3
Au
t
h
o
r
Ch
e
c
k
e
r
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 TYPICAL DROP CEILING CONNECTION AND NOTES
DR
A
W
I
N
G
N
A
M
E
:
2
4
1
5
1
S
9
-
1
.
0
.
D
W
G
GR
O
S
S
M
A
N
&
S
P
E
E
R
AS
S
O
C
I
A
T
E
S
,
I
N
C
.
ST
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
52
9
H
A
H
N
A
V
E
N
U
E
,
S
U
I
TE
#
2
0
0
GL
E
N
D
A
L
E
,
C
A
L
IF
O
R
N
I
A
9
1
2
0
3
E−
M
A
I
L
E
N
G
I
N
E
E
R
S
@
G
R
O
S
S
M
A
N
S
P
E
E
R
.
C
O
M
(8
1
8
)
5
0
7
−
10
2
0
FA
X
(
8
1
8
)
5
0
7
−
15
5
6
GR
O
S
S
M
A
N
&
S
P
E
E
R
AS
S
O
C
I
A
T
E
S
,
I
N
C
.
ST
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
52
9
H
A
H
N
A
V
E
N
U
E
,
S
U
I
TE
#
2
0
0
GL
E
N
D
A
L
E
,
C
A
L
IF
O
R
N
I
A
9
1
2
0
3
E−
M
A
I
L
E
N
G
I
N
E
E
R
S
@
G
R
O
S
S
M
A
N
S
P
E
E
R
.
C
O
M
(8
1
8
)
5
0
7
−
10
2
0
FA
X
(
8
1
8
)
5
0
7
−
15
5
6
#2
4
1
5
1
1257-21
12/10/2024
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
12
/
5
/
2
0
2
4
4:
2
2
:
5
2
P
M
10
/
2
4
/
2
4
S9-1.0
GE
N
E
R
A
L
N
O
T
E
S
GENERAL NOTES
ALL WORKMANSHIP, MATERIAL, AND TESTING SHALL CONFORM TO THE REQUIREMENTSOF 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 THESTRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON ALL OTHER PERTINENTDRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION.
ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKINGDRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDINGWITH CONSTRUCTION.
DETAILS MARKED TYPICAL SHALL APPLY IN ALL CASES, UNLESS SPECIFICALLY DETAILEDOTHERWISE. WHERE NO DETAIL IS SHOWN, CONSTRUCTION SHALL BE AS SHOWN FOROTHER SIMILAR WORK.
THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL SUPERVISEAND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING BRACING, SHORING, AND LAYDOWNOF CONSTRUCTION MATERIALS, ETC. UNLESS SPECIFICALLY INDICATED OTHERWISE,THE DESIGN AND INSTALLATION OF TEMPORARY SHORING AND BRACING SHALL BE THERESPONSIBILITY 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.
CEILING JOIST LIVE LOAD = 20 PSF
1.
2.
3.
4.
5.
6.
7.
8.
GENERAL
ALL EXPANSION ANCHORS SHALL BE CARBON STEEL KWIK BOLT TZ2 CONCRETE ANCHORSMANUFACTURED BY HILTI, INC.
ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ICC ESR-4266.
COMPLY WITH ALL MANUFACTURER'S RECOMMENDATIONS.
CONTINUOUS INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION.
1.
2.
3.
4.
EXPANSION ANCHORS IN CONCRETE
STEEL STUDS SHALL BE IN ACCORDANCE WITH THE STEEL STUD MANUFACTURERS ASSOCIATION(SSMA) SPECIFICATIONS AND ICC ESR-3064P, CONFORMING TO ASTM A653SS OR A1011SS,MINIMUM YIELD = 33.0 KSI U.N.O., AND GALVANIZED CONFORMING TO ASTM A525, G90, HAVINGTHE MINIMUM VALUES IN ACCORDANCE WITH THE CHART BELOW.
REFER TO ARCHITECTURAL DRAWINGS FOR STUDS AND DETAILS NOT SHOWN.
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 PENETRATION THROUGH JOINED MATERIAL SHALL NOT BE LESS THAN THREE EXPOSEDTHREADS.
SCREWS FOR COLD-FORMED METAL FRAMING SHALL BE GALVANIZED THREAD-FORMING ORTHREAD-CUTTING PAN HEAD SCREWS, WITH A SELF DRILLING POINT. SCREWS SHALL BEINSTALLED AND TIGHTENED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
SIZE DESIGNATION GAGE AREA (IN )2 Ix (IN )4 Sx (IN )3 REMARKS
6" 600S162-43 0.447 2.163 0.76718
12"0.896 14.298 1.914161200S162-54 50 KSI
1.
2.
3.
4.
5.
6.
7.
COLD-FORMED METAL FRAMING
RISK CATEGORY = II
IMPORTANCE FACTOR I = 1.00
MAPPED ACCELERATION PARAMETERS:SS = 1.742S1= 0.641
SITE CLASS = D
DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:SDS = 1.394SD1= 0.726
SEISMIC DESIGN CATEGORY = D
1.
2.
3.
4.
5.
6.
SEISMIC DESIGN DATA
ALL EXPANSION ANCHORS SHALL BE KB-TZ2 CONCRETE ANCHORS MANUFACTURED BY HILTI, INC.
ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ICC ESR-4266.
COMPLY WITH ALL MANUFACTURER'S RECOMMENDATIONS.
CONTINUOUS INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION.
ALL ANCHOR EMBEDMENTS SHOWN ON THE STRUCTURAL DRAWINGS ARE NOMINALEMBEDMENTS U.N.O.
ANCHORS SHALL BE STAINLESS STEEL AT EXTERIOR OR EXPOSED FASTENERS OR ATEXTERIOR WALL.
DO NOT CUT OR DAMAGE EXISTING REBAR FOR ANCHOR INSTALLATION. REBAR SHOULD BELOCATED PRIOR TO ANCHOR INSTALLATION BY NONDESTRUCTIVE METHODS.
1.
2.
3.
4.
5.
6.
7.
EXPANSION ANCHORS IN CONCRETE
BRAIDING ROOM
142
SILICONE ROOM
PBOF
143
GRINDING ROOM
144
EXISTING
WAREHOUSE /
MANUFACTURING
100
1
2 3
4 5 6 7 8 9 10 11 12 13
1 2.5 3.5
A
2 3
B
C
D
E
F
G
E.9
F.4
F.6
25S9-3.0
BUILDING 1 FLOOR PLAN 1
DR
A
W
I
N
G
N
A
M
E
:
2
4
1
5
1
S
9
-
2
.
0
.
D
W
G
GR
O
S
S
M
A
N
&
S
P
E
E
R
AS
S
O
C
I
A
T
E
S
,
I
N
C
.
ST
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
52
9
H
A
H
N
A
V
E
N
U
E
,
S
U
I
TE
#
2
0
0
GL
E
N
D
A
L
E
,
C
A
L
IF
O
R
N
I
A
9
1
2
0
3
E−
M
A
I
L
E
N
G
I
N
E
E
R
S
@
G
R
O
S
S
M
A
N
S
P
E
E
R
.
C
O
M
(8
1
8
)
5
0
7
−
10
2
0
FA
X
(
8
1
8
)
5
0
7
−
15
5
6
GR
O
S
S
M
A
N
&
S
P
E
E
R
AS
S
O
C
I
A
T
E
S
,
I
N
C
.
ST
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
52
9
H
A
H
N
A
V
E
N
U
E
,
S
U
I
TE
#
2
0
0
GL
E
N
D
A
L
E
,
C
A
L
IF
O
R
N
I
A
9
1
2
0
3
E−
M
A
I
L
E
N
G
I
N
E
E
R
S
@
G
R
O
S
S
M
A
N
S
P
E
E
R
.
C
O
M
(8
1
8
)
5
0
7
−
10
2
0
FA
X
(
8
1
8
)
5
0
7
−
15
5
6
#2
4
1
5
1
1257-21
12/10/2024
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
12
/
5
/
2
0
2
4
4:
2
2
:
5
2
P
M
10
/
2
4
/
2
4
S9-2.0
BU
I
L
D
I
N
G
1
F
L
O
O
R
P
L
A
N
1" = 20'-0"
BRAIDING ROOM
142
SILICONE ROOM
PBOF
143
GRINDING ROOM
144
A
1 2 3 4
B.H. INDICATES BOX HEADER SEE .
INDICATES SPAN DIRECTION OF STEEL STUD JOIST.
HD INDICATES (2) SIMPSON HTT4 TENSION TIE WITH ANCHOR SEE .
NOTES:
1.
2.
3.16S9-4.0
5BS9-4.0
B.H.B.H.B.H.B.H.B.H.B.H. B.H. B.H. B.H. B.H. B.H.B.H.B.H.
11S9-4.0
12S9-4.0
6S9-4.0
8S9-4.0
9S9-4.0
15S9-4.010S9-4.0
10S9-4.0
(N) 20'-0" HEIGHT 6"x18 GAGESTUDS @ 16"o.c.
(N) 20'-0" HEIGHT
6"x18 GAGE STUDS@ 16"o.c.
10S9-4.0
(E) CONCRETE WALL
(E) CONCRETE WALL
11S9-4.0
6S9-4.0
8S9-4.0
(N) 20'-0" HEIGHT
6"x18 GAGE STUDS@ 16"o.c.
9S9-4.0
15S9-4.0
(N) 20'-0" HEIGHT 6"x18 GAGESTUDS @ 16"o.c.
6S9-4.0
8S9-4.0
10S9-4.0 10S9-4.0
17S9-4.0
15S9-4.0
(N) 20'-0" HEIGHT 6"x18 GAGESTUDS @ 16"o.c.
(N) 20'-0" HEIGHT
6"x18 GAGE STUDS@ 16"o.c.
12S9-4.0 10S9-4.0
(N) 20'-0" HEIGHT6"x18 GAGE STUDS@ 16"o.c.
6S9-4.0
18S9-4.0
6S9-4.0
18S9-4.0
6"x18 GAGE CEILING
JOISTS @ 16"o.c.
(N) 20'-0" HEIGHT6"x18 GAGE STUDS@ 16"o.c.
PARTIAL FLOOR AND CEILING PLAN 25DR
A
W
I
N
G
N
A
M
E
:
2
4
1
5
1
S
9
-
3
.
0
.
D
W
G
GR
O
S
S
M
A
N
&
S
P
E
E
R
AS
S
O
C
I
A
T
E
S
,
I
N
C
.
ST
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
52
9
H
A
H
N
A
V
E
N
U
E
,
S
U
I
TE
#
2
0
0
GL
E
N
D
A
L
E
,
C
A
L
IF
O
R
N
I
A
9
1
2
0
3
E−
M
A
I
L
E
N
G
I
N
E
E
R
S
@
G
R
O
S
S
M
A
N
S
P
E
E
R
.
C
O
M
(8
1
8
)
5
0
7
−
10
2
0
FA
X
(
8
1
8
)
5
0
7
−
15
5
6
GR
O
S
S
M
A
N
&
S
P
E
E
R
AS
S
O
C
I
A
T
E
S
,
I
N
C
.
ST
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
52
9
H
A
H
N
A
V
E
N
U
E
,
S
U
I
TE
#
2
0
0
GL
E
N
D
A
L
E
,
C
A
L
IF
O
R
N
I
A
9
1
2
0
3
E−
M
A
I
L
E
N
G
I
N
E
E
R
S
@
G
R
O
S
S
M
A
N
S
P
E
E
R
.
C
O
M
(8
1
8
)
5
0
7
−
10
2
0
FA
X
(
8
1
8
)
5
0
7
−
15
5
6
#2
4
1
5
1
1257-21
12/10/2024
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
12
/
5
/
2
0
2
4
4:
2
2
:
5
2
P
M
10
/
2
4
/
2
4
S9-3.0
PA
R
T
I
A
L
F
L
O
O
R
A
N
D
C
E
I
L
I
N
G
P
L
A
N
3/16" = 1'-0"
CONT. TRACK WITH 3-#10SCREWS EACH STUD AND
#10 @ 6"o.c. TO BLOCKING
CONT. BLOCKING
STEEL STUDS
CEILING JOIST PER PLAN
L2x2x14GA. x JOIST DEPTH - 1"AT EACH JOIST WITH 3-#10
SCREWS EACH LEG
12" PLYWOOD WITH #10SCREWS @ 6"o.c. EDGESAND 12"o.c. FIELD PROVIDE 20GA. BLOCKING AT ANYUNSUPPORTED PANEL EDGE
TOP OF WALL = 20'-0"
CONT. TRACK
CONT. BLOCKING
WALL STUDPER PLAN
#10 SCREW @ 6"o.c.
12" PLYWOOD WITH #10 SCREWS@ 6"o.c. EDGES AND 12"o.c. FIELDPROVIDE 20 GAGE BLOCKING ATANY UNSUPPORTED PANEL EDGE.
CEILING JOIST PER PLAN WITH3-#10 SCREWS EACH STUD AND#10 SCREWS @ 6"o.c. TO BLOCKING
CEILING JOIST PER PLAN
2 BAYS BLOCKING @ 48"o.c.
TOP OF WALL = 20'-0"
CONT. TRACK
12" PLYWOOD WITH#10 SCREWS@ 6"o.c. AND 12"o.c. FIELD.PROVIDE 20 GAGE BLOCKING @ANY UNSUPPORTED PLYWOODPANEL EDGE. PROVIDEPLYWOOD ON ALL WALLSURFACES IN LINE WITH THEWALL INCLUDING ABOVE ANDBELOW WINDOW OPENINGSAND ABOVE DOOR OPENINGS
#10 SCREW @ 6"o.c.
6" STEEL STUD @ 16"o.c. TYP.
6" STEELTRACK TYP.
#10 SCREW @ 6"o.c.
DOUBLE STUD TYP.
6" STEEL STUD@ 16"o.c. TYP.
PLYWOOD
DOUBLE STUD TYP.
TYP. AT EACHDOUBLE STUD
#10 SCREW @ 6"o.c.TYP. AT EACHDOUBLE STUD
PLYWOOD
SIMPSON HTT4 WITH58"DIA. x412" EMBED. HILTIKB TZ2 WITH #10 SCREWS
TO STUD TYP.
SIMPSON HTT4 WITH58"DIA. x412" EMBED. HILTIKB TZ2 WITH #10 SCREWSTO STUD TYP.AT WALL END
AT WALL INTERSECTION
6" STEELTRACK
NOTES:
1.WHERE TRACK IS SPLICED PROVIDE AN ANCHOR WITHIN 6" OF END OF EACH TRACK.
CONT. TRACK WITH 12" DIA. x3"EMBED. HILTI KB-TZ2ICC-ESR-4266 @ 16"o.c.
(E) SLAB ON GRADE
STEEL STUDS#10 @ 6"o.c.
12" PLYWOOD WITH #10 SCREWS@ 6"o.c. AND 12"o.c. FIELD.PROVIDE 20 GAGE BLOCKING @ ANYUNSUPPORTED PLYWOOD PANELEDGE. PROVIDE PLYWOOD ON ALLWALL SURFACES IN LINE WITHTHE WALL INCLUDING ABOVE ANDBELOW WINDOW OPENINGS AND
ABOVE DOOR OPENINGS
2'-8" MAX.
#10 @ 4"o.c.AROUNDPERIMETEROF OPENING
400T150-43 FLATTRACK BLOCKING(TYP. OF 2)
#10 @ 4"o.c.AROUNDPERIMETEROF OPENING
DOUBLE BACK TOBACK JOIST BOTHSIDES OF OPENINGWITH 2 ROWS #10SCREWS @ 16"o.c.WITH L2x2x0'-6"x14GAGE WITH 2-#10SCREWS EACH LEGAT EA. END
L2x2x0'-6"x14 GAGE
WITH 2-#10 SCREWSEACH LEG TYP.
400T150-43
FLAT TRACKBLOCKING
(TYP. OF 4)REQ'D. UNDER
STRAP
DOUBLE BACK TOBACK JOIST BOTHSIDE OF OPENINGWITH 2 ROWS #10SCREWS @ 16"o.c.
SIMPSON S/MST27FULLY SCREWED ATEACH CORNER OFOPENING GREATERTHAN 1'-6" SQUARE(4 TOTAL PEROPENING)
O P E NO P E N
SMALL OPENINGLARGE OPENING
(E) CONCRETEWALL
#10 SCREW @ 6"o.c.
12" PLYWOOD WITH #10 SCREWS@ 6"o.c. EDGES AND 12"o.c. FIELDPROVIDE 20 GAGE BLOCKING ATANY UNSUPPORTED PANEL EDGE.
CEILING JOIST PER PLAN WITH12"DIA. x212" HILTI KB-TZ2 ICCESR-4266 @ 16"o.c.
CEILING JOIST PER PLAN
2 BAYS BLOCKING @ 48"o.c.
(E) CONCRETEWALL
#10 SCREW @ 6"o.c.
12" PLYWOOD WITH #10 SCREWS@ 6"o.c. EDGES AND 12"o.c. FIELDPROVIDE 20 GAGE BLOCKING ATANY UNSUPPORTED PANEL EDGE.
CONT. TRACK
2"x2"x14 GAGE x JOIST DEPTH -1" ATEACH JOIST WITH 4-#10 SCREWSTO JOIST AND 12"DIA. x212" NOMINALEMBED. HILTI KB-TZ2 ICC-ESR-4266TO CONCRETE WALL
CEILING JOIST PER PLAN
NOTES:
1. WHERE (E) 4'-0" WIDE WINDOWOPENING OCCURS, RUN CONT. TRACKLEDGER PAST WINDOW OPENING ANDPROVIDE CONCRETE ANCHOR 6" ONEACH SIDE OF WINDOW OPENING.
WALL STUD PER PLANWITH 12"DIA. x212"
NOMINAL EMBED.HILTI KB-TZ2
ICC-ESR-4266 @ 24"o.c.WALL STUDPER PLAN
(E) WALLCONCRETE
PLAN
CONT. TRACK WITH 3-#10SCREWS EACH STUD AND#10 @ 6"o.c. TO BLOCKING
CONT. BLOCKING
STEEL STUDS
CEILING JOIST PER PLAN
L2x2x14GA. x JOIST DEPTH - 1"AT EACH JOIST WITH 3-#10SCREWS EACH LEG
12" PLYWOOD WITH #10SCREWS @ 6"o.c. EDGESAND 12"o.c. FIELD PROVIDE 20
GA. BLOCKING AT ANYUNSUPPORTED PANEL EDGE
TOP OF WALL = 20'-0"
CONT. TRACK
#10 @ 6"o.c.
12" PLYWOOD WITH #10 SCREWS@ 6"o.c. AND 12"o.c. FIELD.PROVIDE 20 GAGE BLOCKING @ ANYUNSUPPORTED PLYWOOD PANELEDGE. PROVIDE PLYWOOD ON ALLWALL SURFACES IN LINE WITHTHE WALL INCLUDING ABOVE ANDBELOW WINDOW OPENINGSAND ABOVE DOOR OPENINGS
CONT. BLOCKING
WALL STUDPER PLAN
#10 SCREW @ 6"o.c.
12" PLYWOOD WITH #10 SCREWS@ 6"o.c. EDGES AND 12"o.c. FIELDPROVIDE 20 GAGE BLOCKING ATANY UNSUPPORTED PANEL EDGE.
CEILING JOIST PER PLAN WITH3-#10 SCREWS EACH STUD AND#10 SCREWS @ 6"o.c. TO BLOCKING
CEILING JOIST PER PLAN
2 BAYS BLOCKING @ 48"o.c.
TOP OF WALL = 20'-0"
CONT. TRACK
NOTES:PROVIDE STRAPS EACH FACE OF WALL.1.
STUDS TYP.SILL TYP.
HEADER TYP.
PROVIDE PLYWOOD OR DRYWALL EDGESCREWS TO EACH STRAP BETWEEN OPENINGS
CS20 WITH (8)-#10 SCREWS
EACH END TO HEADER OR SILL
JAMB STUDS
TYP.
OPENING TYP.
NOTES:
1.WHERE TRACK IS SPLICED PROVIDE AN ANCHOR WITHIN 6" OF END OF EACH TRACK.
CONT. TRACK WITH HILTIX-U SHOTPINS @ 16"o.c.(1" EMBEDMENT)
(E) SLAB ON GRADE
STEEL STUDS
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.
1.
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 SCREWSEACH 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 ATSTUDS AS SHOWN
4-#10 SCREWSEACH STUD TYP.
SCREWS 80% ICCALLOW.TENSION
80% ICCALLOW.SHEAR
4-#10 438# 1184#
STEEL STUDS
TYP.
#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 SAME
SIZE AS WALL STUDS, COPEFLANGES AT ENDS AND LAP
WEBS WITH JAMB STUDS AND
FASTEN WITH 2-#10 SCREWSEACH STUD
CONCRETE SLAB
38"DIA. HILTI KH-EZWITH 212" EMBEDMENT(ICC ESR 3027)
6"
B1
B1
DOUBLE STUDS ATOPENINGS LESS THAN8'-0" WIDE. TRIPLESTUDS AT OPENINGS
8'-0" WIDE AND GREATERCONT. 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 STUDWHERE OCCURS
7S9-4.0
6SECTION
11SECTION
16
21
7SECTION
12SECTION
17
22
8SECTION
18SECTION
23
9SECTION
14
19
24
5
10
15
20
25
SECTION
DR
A
W
I
N
G
N
A
M
E
:
2
4
1
5
1
S
9
-
4
.
0
.
D
W
G
GR
O
S
S
M
A
N
&
S
P
E
E
R
AS
S
O
C
I
A
T
E
S
,
I
N
C
.
ST
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
52
9
H
A
H
N
A
V
E
N
U
E
,
S
U
I
TE
#
2
0
0
GL
E
N
D
A
L
E
,
C
A
L
IF
O
R
N
I
A
9
1
2
0
3
E−
M
A
I
L
E
N
G
I
N
E
E
R
S
@
G
R
O
S
S
M
A
N
S
P
E
E
R
.
C
O
M
(8
1
8
)
5
0
7
−
10
2
0
FA
X
(
8
1
8
)
5
0
7
−
15
5
6
GR
O
S
S
M
A
N
&
S
P
E
E
R
AS
S
O
C
I
A
T
E
S
,
I
N
C
.
ST
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
52
9
H
A
H
N
A
V
E
N
U
E
,
S
U
I
TE
#
2
0
0
GL
E
N
D
A
L
E
,
C
A
L
IF
O
R
N
I
A
9
1
2
0
3
E−
M
A
I
L
E
N
G
I
N
E
E
R
S
@
G
R
O
S
S
M
A
N
S
P
E
E
R
.
C
O
M
(8
1
8
)
5
0
7
−
10
2
0
FA
X
(
8
1
8
)
5
0
7
−
15
5
6
#2
4
1
5
1
1257-21
12/10/2024
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
12
/
5
/
2
0
2
4
4:
2
2
:
5
2
P
M
10
/
2
4
/
2
4
S9-4.0
SE
C
T
I
O
N
S
A
N
D
D
E
T
A
I
L
S
SECTION
SECTION
SECTION
SECTION
SECTION PLAN DETAIL
TYP. OPENING IN CEILING FRAMING
SECTION
SECTION
TYPICAL INTERIOR STEEL STUDS
HD PLAN DETAIL SECTION
GENERAL NOTES
DIVISION OF WORK
NOTE: INSULATION IS NOT REQUIRED FOR NON-FRAME DEMISING WALLS.
NOTE: INSULATION IS NOT REQUIRED FOR NON-FRAME DEMISING WALLS.
≥
•
•
• ≥
•
•
•
•
•
≥
•
•
•
• ≥
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
“”
G
F
E
D
C
B
A
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
F.6
3.52.5
E.9
F.4
AREA OF WORK
SH
E
E
T
I
N
D
E
X
,
M
A
N
D
A
T
O
R
Y
N
O
T
E
S
,
&
K
E
Y
P
L
A
N
9M0.0
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
12
/
3
0
/
2
4
1
LL
MECHANICAL SYMBOL LEGEND
P.O.C.
EXISTING GROUND MOUNTED PACKAGED SINGLE ZONE VAV GAS ELECTRIC UNIT SCHEDULE (SHOWN FOR REFERENCE ONLY)
NEW CONDENSING UNIT (HEAT PUMP)
NEW INDOOR FAN COIL
EQ
U
I
P
'
T
S
C
H
D
'
L
N
O
T
E
S
&
D
E
T
A
I
L
S
9M1.0
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
12
/
3
0
/
2
4
1
LL
G
F
E
D
C
B
A
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
F.6
3.52.5
E.9
F.4
9M2.0
1
9M2.0
OV
E
R
A
L
L
H
V
A
C
F
L
O
O
R
P
L
A
N
1" = 20'-0"1 OVERALL HVAC PLAN - PHASE IX TRUE
NORTH
PROJECT
NORTH
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
12
/
3
0
/
2
4
1
LL
4123
GRINDING ROOM
144
BRAIDING ROOM
142
SILICONE ROOM
PBOF
143
A
9M3.0
PA
R
T
I
A
L
H
V
A
C
F
L
O
O
R
P
L
A
N
3/16" = 1'-0"2 PARTIAL HVAC PLAN - PHASE IX
TRUE
NORTH
PROJECT
NORTH
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
12
/
3
0
/
2
4
1
LL
DRAWING KEY NOTES
G
F
E
D
C
B
A
1
1
2
2
3
3
4
4 5 6 7 8 9 10 11 12 13
F.6
3.52.5
E.9
F.4
NORTH
EXTEND OF
MECHANICAL WORK
WORK
H
V
A
C
R
O
O
F
P
L
A
N
9M4.0
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
12
/
3
0
/
2
4
1
LL
M5.0
T-
2
4
C
O
M
P
L
I
A
N
C
E
E
N
E
R
G
Y
F
O
R
M
S
CH
E
C
K
E
D
DR
A
W
N
FO
R
C
O
N
S
T
R
.
DA
T
E
O
F
I
S
S
U
E
Da
t
e
No
.
By
Re
v
i
s
i
o
n
s
PROJECT NO.
SHEET NO.
PR
O
J
E
C
T
PRINT DATE & TIME
12
3
3
9
L
O
W
E
R
A
Z
U
S
A
R
O
A
D
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
GL
E
N
A
I
R
L
O
G
I
S
T
I
C
S
-
B
L
D
G
1
IS
S
U
E
D
F
O
R
P
L
A
N
C
H
E
C
K
S
U
B
M
I
T
T
A
L
LL
12
/
3
0
/
2
4
1
LL
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV ,QGH[
%< '$7(
96
'(6&5,37,21 3$*(
-RLVW&DOFV
5HJXODU6WHHO6WXG&DOF
/RQJ-RLVW%R[HG+HDGHUDQG-DPE6WXG&DOFV
6KRUW-RLVW%R[HG+HDGHUDQG-DPE6WXG&DOFV
1R-RLVW%R[HG+HDGHUDQG-DPE6WXG&DOFV
&RQFUHWH:DOO$UHD,QFUHDVH&KHFN
&RQFUHWH:DOO223&DOFV 1RUPDO&DVH
&RQFUHWH:DOO223&DOFV 7RUVLRQ&DVH
6WUXFWXUDO&DOFXODWLRQV
&RYHU6KHHW
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ %UDLGLQJ5RRPDQG6LOLFRQH5RRP&HLOLQJ-RLVWV
660$6WXG'HVLQJDWLRQ 6<LHOG6WUHQJWK NVL
-RLVW6SDFLQJ
RF
0D[6SDQ IW
'HDG/RDGV
6WHHO6WXGV SVI
3O\ZRRG SVI Z
*\SVXP%RDUG SVI
0LVF SVI
7RWDO'HDG/RDG SVI
&HLOLQJ/LYH/RDG SVI
6WXG/RDGLQJ
Z SOI0PD[ LQN 2.IRU0DOORZ LQN 6
#
RF
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,[ LQ
ѐ Z/ (, LQ 2.IRU
/ LQ 6
#
RF
%UDLGLQJ5RRPDQG6LOLFRQH5RRP6WHHO6WXG-RLVWV
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ *ULQGLQJ5RRP&HLOLQJ-RLVWV
660$6WXG'HVLQJDWLRQ 6<LHOG6WUHQJWK NVL
-RLVW6SDFLQJ
RF
0D[6SDQ IW
'HDG/RDGV
6WHHO6WXGV SVI
3O\ZRRG SVI Z
*\SVXP%RDUG SVI
0LVF SVI
7RWDO'HDG/RDG SVI
&HLOLQJ/LYH/RDG SVI
6WXG/RDGLQJ
Z SOI0PD[ LQN 2.IRU0DOORZ LQN 6
#
RF
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,[ LQ
ѐ Z/ (, LQ 2.IRU
/ LQ 6
#
RF
*ULQGLQJ5RRP6WHHO6WXG-RLVWV
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ 5HJXODU6WHHO6WXGV%UDFHGDWIW :DOO:HLJKW
660$6WXG'HVLQJDWLRQ 66WHHO6WXGV SVI<LHOG6WUHQJWK NVL
*\SVXP%RDUG%RWK6LGHV SVI
6WXG6SDFLQJ
RF 0LVF SVI
%HDP6SDQ IW 7RWDO SVI
&DQWLOHYHU6SDQ IW&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( 6'6 DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] +HLJKWRISRLQWRIVXSSRUWRIWRSRIZDOO
K /RZHVW%XLOGLQJKHLJKW
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV)S :S
6HLVPLF&RHIILFLHQWVLQ$6'&RQWUROOLQJ&RPELQDWLRQ 6'6 '()S$6' :S)S$6' SVI 'RHVQ
W*RYHUQ
,QWHULRU/LYH/RDGLQ$6'Z)LQWOLYH SVI *RYHUQV
6WXG/RDGLQJ
Z SOI0PD[ LQN 2.IRU0DOORZ LQN 6
#
RF
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,[ LQ
ѐEHDP LQ 2.IRU
/ LQ 6
#
RF
ѐFDQWLOHYHU LQ
/ LQ
5HJXODU6WHHO6WXG
352-(&7180%(5
352-(&7
68%-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHGRRU%R[HG+HDGHUZLWKORQJMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
660$7UDFN'HVLQJDWLRQ 76WHHO6WXGV SVI<LHOG6WUHQJWK NVL
*\SVXP%RDUG%RWK6LGHV SVI
6WXG6SDFLQJ
RF 0LVFDQG,QVXODWLRQ SVI
6WXG6SDQ IW 7RWDO SVI
2SHQLQJZLGWK IW2SHQLQJKHLJKW IW
+HLJKWRIZDOODERYHRSHQLQJ IW &HLOLQJ5RRI:HLJKW SVI 7ULE:LGWK IW
%R[HG+HDGHU&RPSRVHGRI WUDFNV
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( VWXGV6'6
DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] IW +HLJKWRIKHDGHU
K /RZHVW%XLOGLQJKHLJKW +HDGHU6HFWLRQ
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV ZYHUW)S :S
6HLVPLF&RHIILFLHQWVLQ$6'
&RQWUROOLQJ&RPELQDWLRQ 6'6 '()S$6' :S
)S$6' SVI
,QWHULRU:DOO/RDGLQ$6')LQWZDOO SVI
+HDGHU/RDGLQJ ZKRUL]&DVH ,QWHULRU:DOO/RDGZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW
&DVH 6HLVPLFZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW 2.
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,KRUL] LQ,YHUW LQ
&DVH ,QWHULRU:DOO/RDG
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
&DVH 6HLVPLF
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
/ LQ 2.
/RQJ-RLVW%R[HG+HDGHU IHHWGRRU
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHGRRU-DPE6WXGVZLWKORQJMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
<LHOG6WUHQJWK NVL 6WHHO6WXGV SVI6WXG6SDFLQJ
RF
*\SVXP%RDUG%RWK6LGHV SVI
0D[6SDQ IW 0LVFDQG,QVXODWLRQ SVI
2SHQLQJZLGWK IW VWXGV 7RWDO SVI
2SHQLQJKHLJKW IW&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( 6'6 DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] FHQWHUKHLJKWRIVWXG
K /RZHVW%XLOGLQJKHLJKW
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV)S :S
6HLVPLF&RHIILFLHQWVLQ$6'&RQWUROOLQJ&RPELQDWLRQ 6'6 '(
)S$6' :S Z
)S$6' SVI
,QWHULRU:DOO/RDGLQ$6'3)LQWZDOO SVI /
6WXG/RDGLQJ K
&DVH ,QWHULRU:DOO/RDG
Z SOI
3 OEV #K IW0PD[ LQN0DOORZ LQN
&DVH 6HLVPLF
Z SOI3 OEV #K IW0PD[ LQN 2.IRU0DOORZ LQN 6
VWXGV 6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,[ LQ
&DVH ,QWHULRU:DOO/RDG
ѐ Z/ (, 3DE (,/ LQ
&DVH 6HLVPLF
ѐ Z/ (, 3DE (,/ LQ 2.IRU
/ LQ 6
VWXGV
/RQJ-RLVW-DPE6WXGV IHHWGRRU
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHZLQGRZ%R[HG+HDGHUZLWKORQJMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
660$7UDFN'HVLQJDWLRQ 76WHHO6WXGV SVI<LHOG6WUHQJWK NVL
*\SVXP%RDUG%RWK6LGHV SVI
6WXG6SDFLQJ
RF 0LVFDQG,QVXODWLRQ SVI
6WXG6SDQ IW 7RWDO SVI
2SHQLQJZLGWK IW2SHQLQJKHLJKW IW
+HLJKWRIZDOODERYHRSHQLQJ IW &HLOLQJ5RRI:HLJKW SVI 7ULE:LGWK IW
+HLJKWRIERWWRPRIRSHQLQJ IW %R[HG+HDGHU&RPSRVHGRI WUDFNV
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( VWXGV6'6
DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] IW +HLJKWRIKHDGHU
K /RZHVW%XLOGLQJKHLJKW +HDGHU6HFWLRQ
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV ZYHUW)S :S
6HLVPLF&RHIILFLHQWVLQ$6'
&RQWUROOLQJ&RPELQDWLRQ 6'6 '()S$6' :S
)S$6' SVI
,QWHULRU/LYH/RDGLQ$6')LQWOLYH SVI
+HDGHU/RDGLQJ ZKRUL]&DVH ,QWHULRU/LYH/RDGZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW
&DVH 6HLVPLFZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW 2.
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,KRUL] LQ,YHUW LQ
&DVH ,QWHULRU/LYH/RDG
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
&DVH 6HLVPLF
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
/ LQ 2.
/RQJ-RLVW%R[HG+HDGHU IHHWZLQGRZ
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHZLQGRZ-DPE6WXGVZLWKORQJMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
<LHOG6WUHQJWK NVL 6WHHO6WXGV SVI6WXG6SDFLQJ
RF
*\SVXP%RDUG%RWK6LGHV SVI
0D[6SDQ IW 0LVFDQG,QVXODWLRQ SVI
2SHQLQJZLGWK IW VWXGV 7RWDO SVIK IW K IW
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( 6'6 DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] FHQWHUKHLJKWRIVWXG
K /RZHVW%XLOGLQJKHLJKW
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV)S :S
6HLVPLF&RHIILFLHQWVLQ$6'&RQWUROOLQJ&RPELQDWLRQ 6'6 '(
)S$6' :S Z
)S$6' SVI
,QWHULRU/LYH/RDGLQ$6'3)LQWOLYH SVI /
6WXG/RDGLQJ K&DVH ,QWHULRU/LYH/RDG 3
Z SOI
3 OEV #K IW K
3 OEV #K IW
0PD[ LQN0DOORZ LQN
&DVH 6HLVPLF
Z SOI3 OEV #K IW3 OEV #K IW 2.IRU
0PD[ LQN 60DOORZ LQN VWXGV
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV ,[ LQ
&DVH ,QWHULRU/LYH/RDG
ѐ Z/ (, 3DE (,/ LQ
&DVH 6HLVPLF
ѐ Z/ (, 3DE (,/ LQ 2.IRU
/ LQ 6
VWXGV
/RQJ-RLVW-DPE6WXGV IHHWZLQGRZ
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHZLQGRZ%R[HG+HDGHUZLWKORQJMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
660$7UDFN'HVLQJDWLRQ 76WHHO6WXGV SVI<LHOG6WUHQJWK NVL
*\SVXP%RDUG%RWK6LGHV SVI
6WXG6SDFLQJ
RF 0LVFDQG,QVXODWLRQ SVI
6WXG6SDQ IW 7RWDO SVI
2SHQLQJZLGWK IW2SHQLQJKHLJKW IW
+HLJKWRIZDOODERYHRSHQLQJ IW &HLOLQJ5RRI:HLJKW SVI 7ULE:LGWK IW
+HLJKWRIERWWRPRIRSHQLQJ IW %R[HG+HDGHU&RPSRVHGRI WUDFNV
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( VWXGV6'6
DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] IW +HLJKWRIKHDGHU
K /RZHVW%XLOGLQJKHLJKW +HDGHU6HFWLRQ
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV ZYHUW)S :S
6HLVPLF&RHIILFLHQWVLQ$6'
&RQWUROOLQJ&RPELQDWLRQ 6'6 '()S$6' :S
)S$6' SVI
,QWHULRU/LYH/RDGLQ$6')LQWOLYH SVI
+HDGHU/RDGLQJ ZKRUL]&DVH ,QWHULRU/LYH/RDGZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW
&DVH 6HLVPLFZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW 2.
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,KRUL] LQ,YHUW LQ
&DVH ,QWHULRU/LYH/RDG
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
&DVH 6HLVPLF
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
/ LQ 2.
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
/RQJ-RLVW%R[HG+HDGHU IHHWZLQGRZ
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHZLQGRZ-DPE6WXGVZLWKORQJMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
<LHOG6WUHQJWK NVL 6WHHO6WXGV SVI6WXG6SDFLQJ
RF
*\SVXP%RDUG%RWK6LGHV SVI
0D[6SDQ IW 0LVFDQG,QVXODWLRQ SVI
2SHQLQJZLGWK IW VWXGV 7RWDO SVIK IW K IW
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( 6'6 DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] FHQWHUKHLJKWRIVWXG
K /RZHVW%XLOGLQJKHLJKW
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV)S :S
6HLVPLF&RHIILFLHQWVLQ$6'&RQWUROOLQJ&RPELQDWLRQ 6'6 '(
)S$6' :S Z
)S$6' SVI
,QWHULRU/LYH/RDGLQ$6'3)LQWOLYH SVI /
6WXG/RDGLQJ K&DVH ,QWHULRU/LYH/RDG 3
Z SOI
3 OEV #K IW K
3 OEV #K IW
0PD[ LQN0DOORZ LQN
&DVH 6HLVPLF
Z SOI3 OEV #K IW3 OEV #K IW 2.IRU
0PD[ LQN 60DOORZ LQN VWXGV
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV ,[ LQ
&DVH ,QWHULRU/LYH/RDG
ѐ Z/ (, 3DE (,/ LQ
&DVH 6HLVPLF
ѐ Z/ (, 3DE (,/ LQ 2.IRU
/ LQ 6
VWXGV
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
/RQJ-RLVW-DPE6WXGV IHHWZLQGRZ
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHZLQGRZ%R[HG+HDGHUZLWKVKRUWMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
660$7UDFN'HVLQJDWLRQ 76WHHO6WXGV SVI<LHOG6WUHQJWK NVL
*\SVXP%RDUG%RWK6LGHV SVI
6WXG6SDFLQJ
RF 0LVFDQG,QVXODWLRQ SVI
6WXG6SDQ IW 7RWDO SVI
2SHQLQJZLGWK IW2SHQLQJKHLJKW IW
+HLJKWRIZDOODERYHRSHQLQJ IW &HLOLQJ5RRI:HLJKW SVI 7ULE:LGWK IW
+HLJKWRIERWWRPRIRSHQLQJ IW %R[HG+HDGHU&RPSRVHGRI WUDFNV
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( VWXGV6'6
DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] IW +HLJKWRIKHDGHU
K /RZHVW%XLOGLQJKHLJKW +HDGHU6HFWLRQ
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV ZYHUW)S :S
6HLVPLF&RHIILFLHQWVLQ$6'
&RQWUROOLQJ&RPELQDWLRQ 6'6 '()S$6' :S
)S$6' SVI
,QWHULRU/LYH/RDGLQ$6')LQWOLYH SVI
+HDGHU/RDGLQJ ZKRUL]&DVH ,QWHULRU/LYH/RDGZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW
&DVH 6HLVPLFZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW 2.
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,KRUL] LQ,YHUW LQ
&DVH ,QWHULRU/LYH/RDG
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
&DVH 6HLVPLF
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
/ LQ 2.
6KRUW-RLVW%R[HG+HDGHU IHHWZLQGRZ
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHZLQGRZ-DPE6WXGVZLWKVKRUWMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
<LHOG6WUHQJWK NVL 6WHHO6WXGV SVI6WXG6SDFLQJ
RF
*\SVXP%RDUG%RWK6LGHV SVI
0D[6SDQ IW 0LVFDQG,QVXODWLRQ SVI
2SHQLQJZLGWK IW VWXGV 7RWDO SVIK IW K IW
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( 6'6 DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] FHQWHUKHLJKWRIVWXG
K /RZHVW%XLOGLQJKHLJKW
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV)S :S
6HLVPLF&RHIILFLHQWVLQ$6'&RQWUROOLQJ&RPELQDWLRQ 6'6 '(
)S$6' :S Z
)S$6' SVI
,QWHULRU/LYH/RDGLQ$6'3)LQWOLYH SVI /
6WXG/RDGLQJ K&DVH ,QWHULRU/LYH/RDG 3
Z SOI
3 OEV #K IW K
3 OEV #K IW
0PD[ LQN0DOORZ LQN
&DVH 6HLVPLF
Z SOI3 OEV #K IW3 OEV #K IW 2.IRU
0PD[ LQN 60DOORZ LQN VWXGV
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV ,[ LQ
&DVH ,QWHULRU/LYH/RDG
ѐ Z/ (, 3DE (,/ LQ
&DVH 6HLVPLF
ѐ Z/ (, 3DE (,/ LQ 2.IRU
/ LQ 6
VWXGV
6KRUW-RLVW-DPE6WXGV IHHWZLQGRZ
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHZLQGRZ%R[HG+HDGHUZLWKVKRUWMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
660$7UDFN'HVLQJDWLRQ 76WHHO6WXGV SVI<LHOG6WUHQJWK NVL
*\SVXP%RDUG%RWK6LGHV SVI
6WXG6SDFLQJ
RF 0LVFDQG,QVXODWLRQ SVI
6WXG6SDQ IW 7RWDO SVI
2SHQLQJZLGWK IW2SHQLQJKHLJKW IW
+HLJKWRIZDOODERYHRSHQLQJ IW &HLOLQJ5RRI:HLJKW SVI 7ULE:LGWK IW
+HLJKWRIERWWRPRIRSHQLQJ IW %R[HG+HDGHU&RPSRVHGRI WUDFNV
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( VWXGV6'6
DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] IW +HLJKWRIKHDGHU
K /RZHVW%XLOGLQJKHLJKW +HDGHU6HFWLRQ
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV ZYHUW)S :S
6HLVPLF&RHIILFLHQWVLQ$6'
&RQWUROOLQJ&RPELQDWLRQ 6'6 '()S$6' :S
)S$6' SVI
,QWHULRU/LYH/RDGLQ$6')LQWOLYH SVI
+HDGHU/RDGLQJ ZKRUL]&DVH ,QWHULRU/LYH/RDGZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW
&DVH 6HLVPLFZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW 2.
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,KRUL] LQ,YHUW LQ
&DVH ,QWHULRU/LYH/RDG
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
&DVH 6HLVPLF
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
/ LQ 2.
6KRUW-RLVW%R[HG+HDGHU IHHWZLQGRZ
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHZLQGRZ-DPE6WXGVZLWKVKRUWMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
<LHOG6WUHQJWK NVL 6WHHO6WXGV SVI6WXG6SDFLQJ
RF
*\SVXP%RDUG%RWK6LGHV SVI
0D[6SDQ IW 0LVFDQG,QVXODWLRQ SVI
2SHQLQJZLGWK IW VWXGV 7RWDO SVIK IW K IW
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( 6'6 DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] FHQWHUKHLJKWRIVWXG
K /RZHVW%XLOGLQJKHLJKW
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV)S :S
6HLVPLF&RHIILFLHQWVLQ$6'&RQWUROOLQJ&RPELQDWLRQ 6'6 '(
)S$6' :S Z
)S$6' SVI
,QWHULRU/LYH/RDGLQ$6'3)LQWOLYH SVI /
6WXG/RDGLQJ K&DVH ,QWHULRU/LYH/RDG 3
Z SOI
3 OEV #K IW K
3 OEV #K IW
0PD[ LQN0DOORZ LQN
&DVH 6HLVPLF
Z SOI3 OEV #K IW3 OEV #K IW 2.IRU
0PD[ LQN 60DOORZ LQN VWXGV
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV ,[ LQ
&DVH ,QWHULRU/LYH/RDG
ѐ Z/ (, 3DE (,/ LQ
&DVH 6HLVPLF
ѐ Z/ (, 3DE (,/ LQ 2.IRU
/ LQ 6
VWXGV
6KRUW-RLVW-DPE6WXGV IHHWZLQGRZ
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHGRRU%R[HG+HDGHUZLWKQRMRLVWVUHVWLQJRQLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
660$7UDFN'HVLQJDWLRQ 76WHHO6WXGV SVI<LHOG6WUHQJWK NVL
*\SVXP%RDUG%RWK6LGHV SVI
6WXG6SDFLQJ
RF 0LVFDQG,QVXODWLRQ SVI
6WXG6SDQ IW 7RWDO SVI
2SHQLQJZLGWK IW2SHQLQJKHLJKW IW
+HLJKWRIZDOODERYHRSHQLQJ IW &HLOLQJ5RRI:HLJKW SVI 7ULE:LGWK IW
%R[HG+HDGHU&RPSRVHGRI WUDFNV
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( VWXGV6'6
DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] IW +HLJKWRIKHDGHU
K /RZHVW%XLOGLQJKHLJKW +HDGHU6HFWLRQ
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV ZYHUW)S :S
6HLVPLF&RHIILFLHQWVLQ$6'
&RQWUROOLQJ&RPELQDWLRQ 6'6 '()S$6' :S
)S$6' SVI
,QWHULRU:DOO/RDGLQ$6')LQWZDOO SVI
+HDGHU/RDGLQJ ZKRUL]&DVH ,QWHULRU:DOO/RDGZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW
&DVH 6HLVPLFZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW 2.
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,KRUL] LQ,YHUW LQ
&DVH ,QWHULRU:DOO/RDG
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
&DVH 6HLVPLF
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
/ LQ 2.
1R&HLOLQJ/RDGV%R[HG+HDGHU IHHWGRRU
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHGRRU-DPE6WXGVZLWKQRMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
<LHOG6WUHQJWK NVL 6WHHO6WXGV SVI6WXG6SDFLQJ
RF
*\SVXP%RDUG%RWK6LGHV SVI
0D[6SDQ IW 0LVFDQG,QVXODWLRQ SVI
2SHQLQJZLGWK IW VWXGV 7RWDO SVI
2SHQLQJKHLJKW IW&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( 6'6 DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] FHQWHUKHLJKWRIVWXG
K /RZHVW%XLOGLQJKHLJKW
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV)S :S
6HLVPLF&RHIILFLHQWVLQ$6'&RQWUROOLQJ&RPELQDWLRQ 6'6 '(
)S$6' :S Z
)S$6' SVI
,QWHULRU:DOO/RDGLQ$6'3)LQWZDOO SVI /
6WXG/RDGLQJ K
&DVH ,QWHULRU:DOO/RDG
Z SOI
3 OEV #K IW0PD[ LQN0DOORZ LQN
&DVH 6HLVPLF
Z SOI3 OEV #K IW0PD[ LQN 2.IRU0DOORZ LQN 6
VWXGV 6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,[ LQ
&DVH ,QWHULRU:DOO/RDG
ѐ Z/ (, 3DE (,/ LQ
&DVH 6HLVPLF
ѐ Z/ (, 3DE (,/ LQ 2.IRU
/ LQ 6
VWXGV
1R&HLOLQJ/RDGV-DPE6WXGV IHHWGRRU
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHZLQGRZ%R[HG+HDGHUZLWKQRMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
660$7UDFN'HVLQJDWLRQ 76WHHO6WXGV SVI<LHOG6WUHQJWK NVL
*\SVXP%RDUG%RWK6LGHV SVI
6WXG6SDFLQJ
RF 0LVFDQG,QVXODWLRQ SVI
6WXG6SDQ IW 7RWDO SVI
2SHQLQJZLGWK IW2SHQLQJKHLJKW IW
+HLJKWRIZDOODERYHRSHQLQJ IW &HLOLQJ5RRI:HLJKW SVI 7ULE:LGWK IW
+HLJKWRIERWWRPRIRSHQLQJ IW %R[HG+HDGHU&RPSRVHGRI WUDFNV
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( VWXGV6'6
DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] IW +HLJKWRIKHDGHU
K /RZHVW%XLOGLQJKHLJKW +HDGHU6HFWLRQ
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV ZYHUW)S :S
6HLVPLF&RHIILFLHQWVLQ$6'
&RQWUROOLQJ&RPELQDWLRQ 6'6 '()S$6' :S
)S$6' SVI
,QWHULRU/LYH/RDGLQ$6')LQWOLYH SVI
+HDGHU/RDGLQJ ZKRUL]&DVH ,QWHULRU/LYH/RDGZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW
&DVH 6HLVPLFZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW 2.
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,KRUL] LQ,YHUW LQ
&DVH ,QWHULRU/LYH/RDG
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
&DVH 6HLVPLF
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
/ LQ 2.
1R&HLOLQJ/RDGV%R[HG+HDGHU IHHWZLQGRZ
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHZLQGRZ-DPE6WXGVZLWKQRMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
<LHOG6WUHQJWK NVL 6WHHO6WXGV SVI6WXG6SDFLQJ
RF
*\SVXP%RDUG%RWK6LGHV SVI
0D[6SDQ IW 0LVFDQG,QVXODWLRQ SVI
2SHQLQJZLGWK IW VWXGV 7RWDO SVIK IW K IW
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( 6'6 DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] FHQWHUKHLJKWRIVWXG
K /RZHVW%XLOGLQJKHLJKW
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV)S :S
6HLVPLF&RHIILFLHQWVLQ$6'&RQWUROOLQJ&RPELQDWLRQ 6'6 '(
)S$6' :S Z
)S$6' SVI
,QWHULRU/LYH/RDGLQ$6'3)LQWOLYH SVI /
6WXG/RDGLQJ K&DVH ,QWHULRU/LYH/RDG 3
Z SOI
3 OEV #K IW K
3 OEV #K IW
0PD[ LQN0DOORZ LQN
&DVH 6HLVPLF
Z SOI3 OEV #K IW3 OEV #K IW 2.IRU
0PD[ LQN 60DOORZ LQN VWXGV
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV ,[ LQ
&DVH ,QWHULRU/LYH/RDG
ѐ Z/ (, 3DE (,/ LQ
&DVH 6HLVPLF
ѐ Z/ (, 3DE (,/ LQ 2.IRU
/ LQ 6
VWXGV
1R&HLOLQJ/RDGV-DPE6WXGV IHHWZLQGRZ
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHZLQGRZ%R[HG+HDGHUZLWKQRMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
660$7UDFN'HVLQJDWLRQ 76WHHO6WXGV SVI<LHOG6WUHQJWK NVL
*\SVXP%RDUG%RWK6LGHV SVI
6WXG6SDFLQJ
RF 0LVFDQG,QVXODWLRQ SVI
6WXG6SDQ IW 7RWDO SVI
2SHQLQJZLGWK IW2SHQLQJKHLJKW IW
+HLJKWRIZDOODERYHRSHQLQJ IW &HLOLQJ5RRI:HLJKW SVI 7ULE:LGWK IW
+HLJKWRIERWWRPRIRSHQLQJ IW %R[HG+HDGHU&RPSRVHGRI WUDFNV
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( VWXGV6'6
DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] IW +HLJKWRIKHDGHU
K /RZHVW%XLOGLQJKHLJKW +HDGHU6HFWLRQ
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV ZYHUW)S :S
6HLVPLF&RHIILFLHQWVLQ$6'
&RQWUROOLQJ&RPELQDWLRQ 6'6 '()S$6' :S
)S$6' SVI
,QWHULRU/LYH/RDGLQ$6')LQWOLYH SVI
+HDGHU/RDGLQJ ZKRUL]&DVH ,QWHULRU/LYH/RDGZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW
&DVH 6HLVPLFZKRUL] SOI ZYHUW SOI
0PD[KRUL] LQN 0PD[YHUW LQN0DOORZKRUL] LQN 0DOORZYHUW LQN0PD[KRUL]0DOORZKRUL]0PD[YHUW0DOORZYHUW 2.
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV
,KRUL] LQ,YHUW LQ
&DVH ,QWHULRU/LYH/RDG
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
&DVH 6HLVPLF
ѐKRUL] ZKRUL]/ (,KRUL] LQ
ѐYHUW ZYHUW/ (,YHUW LQ
/ LQ 2.
1R&HLOLQJ/RDGV%R[HG+HDGHU IHHWZLQGRZ
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&RQGLWLRQ IHHWZLGHZLQGRZ-DPE6WXGVZLWKQRMRLVWVUHVWLQJDERYHLW
660$6WXG'HVLQJDWLRQ 6:DOO:HLJKW
<LHOG6WUHQJWK NVL 6WHHO6WXGV SVI6WXG6SDFLQJ
RF
*\SVXP%RDUG%RWK6LGHV SVI
0D[6SDQ IW 0LVFDQG,QVXODWLRQ SVI
2SHQLQJZLGWK IW VWXGV 7RWDO SVIK IW K IW
&ULWHULD EDVHGRQ86*6ZHEVLWHDQG$6&( 6'6 DS $6&(7DEOH 5S $6&(7DEOH ,S $6&(6HFWLRQ
] FHQWHUKHLJKWRIVWXG
K /RZHVW%XLOGLQJKHLJKW
6HLVPLF&RHIILFLHQW $6&(6HFWLRQ )S
DS
6'6
:S
]K 5S,S :S)SPD[
6'6
,S
:S :S)SPLQ
6'6
,S
:S :S *RYHUQV)S :S
6HLVPLF&RHIILFLHQWVLQ$6'&RQWUROOLQJ&RPELQDWLRQ 6'6 '(
)S$6' :S Z
)S$6' SVI
,QWHULRU/LYH/RDGLQ$6'3)LQWOLYH SVI /
6WXG/RDGLQJ K&DVH ,QWHULRU/LYH/RDG 3
Z SOI
3 OEV #K IW K
3 OEV #K IW
0PD[ LQN0DOORZ LQN
&DVH 6HLVPLF
Z SOI3 OEV #K IW3 OEV #K IW 2.IRU
0PD[ LQN 60DOORZ LQN VWXGV
6WXG'HIOHFWLRQ XQIDFWRUHGORDGV ,[ LQ
&DVH ,QWHULRU/LYH/RDG
ѐ Z/ (, 3DE (,/ LQ
&DVH 6HLVPLF
ѐ Z/ (, 3DE (,/ LQ 2.IRU
/ LQ 6
VWXGV
1R&HLOLQJ/RDGV-DPE6WXGV IHHWZLQGRZ
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
*52660$1 63((5$662&,$7(6,1&6758&785$/(1*,1((56
+$+1$9(18(68,7(*/(1'$/(&$/,)251,$ )$;
HPDLO HQJLQHHUV#JURVVPDQVSHHUFRP
)25 3$*(
*+RSNLQV
%< '$7(
96
&DOLIRUQLD([LVWLQJ%XLOGLQJ&RGH
&KHFNLQJIRUDOHVVWKDQLQFUHDVHLQVKHDUZDOOORDG
2ULJLQDO7ULEXWDU\$UHDRI6KHDU:DOO
1 DGGLWLRQDODUHDWRVKHDUZDOO
1 7RWDO7ULEXWDU\$UHDRI6KHDU:DOO
,QFUHDVH,Q6KHDU:DOO7ULEXWDU\$UHD
352-(&7180%(5
352-(&7
*$UFDGLD%3KDVH,;&&*5RRPV
68%-(&7
&RQFUHWH:DOO6HLVPLF/RDG,QFUHDVH&KHFN
VTIW
VTIW
VTIW
,QFUHDVHLQ6KHDU:DOOWULEXWDU\DUHD WKHUHIRUHWKHLQFUHDVHLQWKH
VKHDUZDOOORDGLVDOVROHVVWKDQLQFUHDVH
General Beam Analysis
LIC# : KW-06015294, Build:20.22.12.28 GROSSMAN & SPEER ASSOCIATES, INC. (c) ENERCALC INC 1983-2022
DESCRIPTION:Braiding Room and Silicone Room Wall OOP
Project File: 24151 Arcadia B1 new rooms.ec6
Project Title:Engineer:Project ID:Project Descr:
General Beam Properties
Elastic Modulus ksi3,155.0
1,000.0Span #1 in^4Area =in^2 Moment of Inertia =Span Length =10.036.50 ft
Service loads entered. Load Factors will be applied for calculations.Applied Loads
Uniform Load : E = 0.06403 k/ft, Tributary Width = 1.0 ft, (wall self seismic load)
Point Load : E = 0.3684 k @ 18.0 ft, (new ceiling and wall loads)
DESIGN SUMMARY
Maximum Bending =Load Combination E Only
Span # where maximum occurs Span # 1
Location of maximum on span 18.068 ft
1.355 k
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination E OnlyMaximum Shear =
0.000 ft
14.011k-ft
Maximum DeflectionMax Downward Transient Deflection 1.023 in 428Max Upward Transient Deflection 0.016 in 27294Max Downward Total Deflection 0.716 in 611Max Upward Total Deflection 0.008 in 51989
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 = 36.50 ft 1 14.01 14.01 1.36
Dsgn. L = 36.50 ft 1 -0.00E OnlyDsgn. L = 36.50 ft 1 14.01 14.01 1.36
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
E Only 1 1.0229 18.250 0.0000 0.000
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Overall MAXimum 1.355 1.350
Overall MINimum
E Only * 0.70 0.949 0.945
E Only * 0.5250 0.712 0.709
E Only 1.355 1.350
23
General Beam Analysis
LIC# : KW-06015294, Build:20.22.12.28 GROSSMAN & SPEER ASSOCIATES, INC. (c) ENERCALC INC 1983-2022
DESCRIPTION:Grinding Room Wall OOP
Project File: 24151 Arcadia B1 new rooms.ec6
Project Title:Engineer:Project ID:Project Descr:
General Beam Properties
Elastic Modulus ksi3,155.0
1,000.0Span #1 in^4Area =in^2 Moment of Inertia =Span Length =10.036.0 ft
Service loads entered. Load Factors will be applied for calculations.Applied Loads
Uniform Load : E = 0.06403 k/ft, Tributary Width = 1.0 ft, (wall self seismic load)
Point Load : E = 0.3522 k @ 18.0 ft, (new ceiling and wall loads)
DESIGN SUMMARY
Maximum Bending =Load Combination E Only
Span # where maximum occurs Span # 1
Location of maximum on span 18.000 ft
1.329 k
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination E OnlyMaximum Shear =
0.000 ft
13.543k-ft
Maximum DeflectionMax Downward Transient Deflection 0.962 in 449Max Upward Transient Deflection 0.015 in 28639Max Downward Total Deflection 0.673 in 641Max Upward Total Deflection 0.008 in 54551
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 = 36.00 ft 1 13.54 13.54 1.33
Dsgn. L = 36.00 ft 1 -0.00E OnlyDsgn. L = 36.00 ft 1 13.54 13.54 1.33
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
E Only 1 0.9620 18.180 0.0000 0.000
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Overall MAXimum 1.329 1.329
Overall MINimum
E Only * 0.70 0.930 0.930
E Only * 0.5250 0.698 0.698
E Only 1.329 1.329
25
General Beam Analysis
LIC# : KW-06015294, Build:20.22.12.28 GROSSMAN & SPEER ASSOCIATES, INC. (c) ENERCALC INC 1983-2022
DESCRIPTION:Braiding Room and Silicone Room Torsion Wall OOP
Project File: 24151 Arcadia B1 new rooms.ec6
Project Title:Engineer:Project ID:Project Descr:
General Beam Properties
Elastic Modulus ksi3,155.0
11,000.0Span #1 in^4Area =in^2 Moment of Inertia =Span Length =10.036.50 ft
Service loads entered. Load Factors will be applied for calculations.Applied Loads
Uniform Load : E = 0.7684 k/ft, Tributary Width = 1.0 ft, (wall self seismic load)
Point Load : E = 3.804 k @ 18.0 ft, (new ceiling and wall loads)
DESIGN SUMMARY
Maximum Bending =Load Combination E Only
Span # where maximum occurs Span # 1
Location of maximum on span 18.068 ft
15.951 k
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination E OnlyMaximum Shear =
0.000 ft
162.528k-ft
Maximum DeflectionMax Downward Transient Deflection 1.085 in 403Max Upward Transient Deflection 0.017 in 25707Max Downward Total Deflection 0.759 in 576Max Upward Total Deflection 0.009 in 48966
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 = 36.50 ft 1 162.53 162.53 15.95
Dsgn. L = 36.50 ft 1 -0.00E OnlyDsgn. L = 36.50 ft 1 162.53 162.53 15.95
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
E Only 1 1.0846 18.250 0.0000 0.000
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Overall MAXimum 15.951 15.899
Overall MINimum
E Only * 0.70 11.166 11.129
E Only * 0.5250 8.374 8.347
E Only 15.951 15.899
28
General Beam Analysis
LIC# : KW-06015294, Build:20.22.12.28 GROSSMAN & SPEER ASSOCIATES, INC. (c) ENERCALC INC 1983-2022
DESCRIPTION:Grinding Room Torsion Wall OOP
Project File: 24151 Arcadia B1 new rooms.ec6
Project Title:Engineer:Project ID:Project Descr:
General Beam Properties
Elastic Modulus ksi3,155.0
11,000.0Span #1 in^4Area =in^2 Moment of Inertia =Span Length =10.036.0 ft
Service loads entered. Load Factors will be applied for calculations.Applied Loads
Uniform Load : E = 0.7684 k/ft, Tributary Width = 1.0 ft, (wall self seismic load)
Point Load : E = 4.992 k @ 18.0 ft, (new ceiling and wall loads)
DESIGN SUMMARY
Maximum Bending =Load Combination E Only
Span # where maximum occurs Span # 1
Location of maximum on span 18.000 ft
16.327 k
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination E OnlyMaximum Shear =
36.000 ft
169.409k-ft
Maximum DeflectionMax Downward Transient Deflection 1.087 in 397Max Upward Transient Deflection 0.017 in 25394Max Downward Total Deflection 0.761 in 567Max Upward Total Deflection 0.009 in 48370
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 = 36.00 ft 1 169.41 169.41 16.33
Dsgn. L = 36.00 ft 1 -0.00E OnlyDsgn. L = 36.00 ft 1 169.41 169.41 16.33
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
E Only 1 1.0868 18.180 0.0000 0.000
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Overall MAXimum 16.327 16.327
Overall MINimum
E Only * 0.70 11.429 11.429
E Only * 0.5250 8.572 8.572
E Only 16.327 16.327
30