a0-1 ups - mira loma ii - healthcare tenant

RGA
SHEET INDEX
ARCHITECTURAL
A0-1
A0-2
A1-1
A2-1
A2-2
A3-1
A5-1
AD-1
AD-2
TITLE SHEET
GENERAL NOTES
SITE PLAN
OVERALL FLOOR PLAN
ROOF PLAN
EXTERIOR ELEVATIONS
FINISH SCHEDULE
DETAILS
DETAILS
Office of Architectural Design
15231 Alton Parkway, Suite 100
Irvine, CA 92618
STRUCTURAL
S-1
S-2
S-3
SD-1
SD-2
EXISTING FOUNDATION PLAN
EXISTING ROOF FRAMING PLAN
EXISTING PANEL ELEVATIONS
DETAILS
DETAILS
R1 OF 5
R2 OF 5
R3 OF 5
R4 OF 5
R5 OF 5
TITLE, GENERAL NOTES & TABLE OF CONTENTS
PARTIAL ROOF FRAMING
PARTIAL ROOF FRAMING
LOAD & REINFORCEMENT PROFILE
REINFORCEMENT DETAILS
MECHANICAL
M0-1
M0-2
M0-3
M2-1
M2-1A
M2-1B
M2-2
M2-2A
M2-2B
M3-1
M4-1
M5-1
LEGEND, SCHEDULE AND NOTES
TITLE 24 COMPLIANCE FORMS
TITLE 24 COMPLIANCE FORMS
MECHANICAL OVERALL FLOOR PLAN
MECHANICAL DUCT LAYOUT PLAN
MECHANICAL DUCT LAYOUT PLAN
MECHANICAL OVERALL ROOF PLAN
MECHANICAL ROOF PLAN
MECHANICAL ROOF PLAN
MECHANICAL SECTIONS
DETAILS
CONTROL PLAN
PLUMBING
P0-1
P1-1
P2-1
P2-1A
P2-1B
P2-1C
P2-2
P2-2A
P2-2B
LEGEND, SCHEDULE, NOTES AND DETAILSs
SITE PLAN
PLUMBING OVERALL FLOOR PLAN
PLUMBING FLOOR PLAN
PLUMBING FLOOR PLAN
PLUMBING FLOOR PLAN
PLUMBING OVERALL ROOF PLAN
PLUMBING ROOF PLAN
PLUMBING ROOF PLAN
ELECTRICAL
E-1
E-2
E-3
E-4
E-5
E-6
E-7
SYMBOL LIST AND NOTES
SINGLE LINE DIAGRAM
WAREHOUSE POWER DEMO PLAN
WAREHOUSE LIGHTING DEMO PLAN
WARHOUSE LIGHTING PLAN
ROOF TOP POWER PLAN
ENERGY CALCULATIONS
T 949-341-0920
FX 949-341-0922
CONSULTANT
PROFESSIONAL SEALS
WINEVILLE
CENTER POINTE SOUTH
BUILDING 2
TENANT IMPROVEMENT
FOR
UPS SUPPLY CHAIN SOLUTIONS
11811 LANDON DRIVE
SUITE 100
MIRA LOMA, CA 91752
PHASE 3
UPS - MIRA LOMA II - HEALTHCARE TENANT IMPROVEMENT
UPS SUPPLY CHAIN SOLUTIONS
12380 MORRIS ROAD
ALPHARETTA, GA 30005
678-746-4006
PROJECT DATA
ARCHITECT:
PLUMBING CONTRACTOR:
RGA, OFFICE OF ARCHITECTURAL DESIGN
15231 ALTON PARKWAY, SUITE 100
IRVINE, CA 92618
PHONE:
949-341-0920
FAX:
949-341-0922
E-MAIL:
[email protected]
CONTACT:
MIKE GILL
TKSC MECHANICAL ENGINEERS
17911 VON KARMAN AVENUE, SUITE 250
IRVINE, CA 92614
PHONE:
949-756-0565
FAX:
949-756-0927
E-MAIL:
[email protected]
CONTACT:
JOHN TRAN
ELECTRICAL CONTRACTOR:
PMD ENGINEERING
4770 VON KARMAN AVENUE
IRVINE, CA 92660
PHONE:
949-222-1203
FAX:
949-222-0324
E-MAIL:
[email protected]
CONTACT:
JOHN DAVIS
OCCUPANCY
EXISTING NET SITE AREA
BUILDING AREA:
EAST OFFICE AND WAREHOUSE AREA:
EXISTING OFFICE/WAREHOUSE AREA:
EXISTING WAREHOUSE AREA (ADDING HVAC TO EXISTING SPACE)
TOTAL
WEST TI AND WAREHOUSE AREA:
EXISTING HEALTHCARE WAREHOUSE AREA #1,2,3
EXISTING UPS MEDTRONIC WAREHOUSE AREA:
EXISTING UPS MEDTRONIC TI NORTHWEST CONDITIONED BREAK ROOM
EXISTING UPS MEDTRONIC TI NORTHWEST CONDITONED RESTROOM
EXISTING RACK MEZZANINE AREA:
EXISTING TOTAL BUILDING FOOT PRINT (OFFICE & WAREHOUSE AREA)
EXISTING RACK MEZZANINE AREA:
TOTAL OFFICE /WAREHOUSE BUILDING + EXISTING MEZZANINE:
EXISTING NET COVERAGE:
EXISTING SITE LANDSCAPING:
PROVIDED AREA:
PARKING REQUIRED:
EXISTING OFFICE/WAREHOUSE PARKING
EXISTING NORTHWEST OFFICE 476 SF @ 1/250
EXISTING NORTHWEST MEZZANINE 5,100 SF @ 1/2000
TOTAL PARKING REQUIRED:
1,500,966 SF
34.46 AC
847,847 SF
19.46 AC
78,362 SF
156,346 SF
234,708 SF
110,456 SF
54,162 SF
476 SF
450 SF
5,100 SF
400,252 SF
5,100 SF
405,352 SF
47.21%
113,929 SF
205 STALLS
2 STALLS
3 STALLS
210 STALLS
SPRINKLERED
CONSTRUCTION TYPE
AREA JUSTIFICATION:
BASIC ALLOWABLE
SINGLE STORY SPRINKLER INCREASE X 3
4 SIDEYARD PROVIDED @ 60'-0"
(THE BUILDING IS ENTIRELY SURROUNDED
AND ADJOINED BY 60' YARDS FOR UNLIMITED
ALLOWABLE FLOOR AREA)
5/9/12
80% REVIEW SET
6/5/12
ADDENDUM 1
TYPE III - B
(FORMERLY TYPE III - N)
12,000 SF
36,000 SF
UNLIMITED AREA
BUILDING CLEAR HEIGHT TO THE LOWEST
STRUCTURAL MEMBER
32'-0" CLEAR
MISSION
BLVD.
CITY OF ONTARIO
RIVERSIDE COUNTY
60
1
PLANNING DEPARTMENT PLOT PLAN NUMBER # PP16937
ZONE CHANGE # 6588
EXISTING BUILDING DEPARTMENT PERMIT # BNR 050138
EXISTING TENANT IMPROVMENT PERMIT # BTI-050219
COUNTY ZONING: IP
EIR: 442 (EIR 442) AND EA37900
PARCEL MAP NO: 34826
ASSESSOR PARCEL NUMBERS
APN: 160-040-0344
LEGAL DESCRIPTION
VAN
RIVERSIDE
BID
BUR
EN
60
BL
VD
HARREL ST.
FUTURE
CANTU-GALLEANO
RANCH ROAD
15
FUTURE
CANTU GALLEANO
RANCH ROAD
EUCALYPTUS AVE.
CANTU GALLEANO
RANCH ROAD
.
DD
4/5/12
DESIGN DEVELOPMENT
SD
3/13/12
SCHEMATIC DESIGN
MARK
DATE
DESCRIPTION
RGA PROJECT NO:
11189-00
OWNER PROJECT NO:
00000.00
CAD FILE NAME:
11189-00-A0-1
DRAWN BY:
MG
CHK'D BY:
DR
RGA, OFFICE OF ARCHITECTURAL DESIGN
SHEET TITLE
COVER SHEET
E
RAV
LEG
PLAN CHECK
COPYRIGHT
AV.
BEL
BID SET
5/24/12
PC
DR.
A PORTION OF THE NORTH 139.07 AC OF THE NORTHEAST 1/4 OF FRACTIONAL SECTION 18,
TOWNSHIP 2 SOUTH, RANGE 6 WEST, SAN BERNARDINO BASE & MERIDIAN
CONSTRUCTION SET
CD
REFERENCE NUMBERS
1. THIS PROJECT SHALL COMPLY WITH CALIFORNIA CODE OF REGULATIONS TITLE 24 INCLUDING:
203 STALLS
7 STALLS
210 STALLS
30% REVIEW SET
FULLY SPRINKLERED: ESFR
GENERAL NOTES
PARKING PROVIDED:
EXISTING 9 X 18' STANDARD STALLS
EXISTING ACCESSIBLE STALLS
TOTAL AUTO STALLS
4/5/12
B , S-1
ETIWANDA AVE.
PHONE:
FAX:
E-MAIL:
CONTACT:
TKSC MECHANICAL ENGINEERS
17911 VON KARMAN AVENUE, SUITE 250
IRVINE, CA 92614
PHONE:
949-756-0565
FAX:
949-756-0927
E-MAIL:
[email protected]
CONTACT:
LARRY SUN
EXISTING SITE AREA:
EXISTING GROSS SITE AREA
AVE.
TDB
EXISTING AREA JUSTIFICATION
WINEVILLE
GENERAL CONTRACTOR:
MECHANICAL CONTRACTOR:
PROJECT DATA
RD.
AON CORPORATION
3505 KOGER BLVD., SUITE 175
DULUTH, GA 30096
PHONE:
770-225-9689
FAX:
770-381-9539
E-MAIL:
[email protected]
CONTACT:
MICHAEL BANHAM
RIVERSIDE
COUNTY
HSA & ASSOCIATES, INC.
16700 VALLEY VIEW SUITE 220
LA MIRADA, CA 90638
PHONE:
714-522-0030
FAX:
714-522-0040
E-MAIL:
[email protected]
CONTACT:
AJIT RANDHAVA
FUTURE
PRIVATE
UUPS SUPPLY CHAIN SOLUTIONS
11991 LANDON DRIVE
JURUPA VALLEY, CA 91752
PHONE:
951-749-3123
FAX:
951-749-3024
E-MAIL:
[email protected]
CONTACT:
MARCO AIRO
AVE.
FIRE PROTECTION ENGINEER:
MILLIKEN
STRUCTURAL ENGINEER:
S.B. COUNTY
OWNER:
VICINITY MAP
HAMNER AVE.
PROJECT DIRECTORY
SITE AREA
2010 CALIFORNIA BUILDING CODE (CBC)
2010 CALIFORNIA MECHANICAL CODE (CMC)
2010 CALIFORNIA ELECTRIC CODE (CEC)
2010 CALIFORNIA PLUMBING CODE (CPC)
2010 CALIFORNIA ENERGY CODE
2010 CALIFORNIA FIRE CODE (CFC)
OPTION 2 PLAN
2. NO EXTERIOR TENANT SIGNAGE IS PROPOSED FOR THE PROJECT AS PART OF THIS PERMIT APPLICATION.
SEPARATE PERMITS SHALL BE REQUIRED FOR ALL SIGNS.
3. YARDS USED FOR AREA INCREASE SHALL BE PERMANENTLY MAINTAINED.
SHEET:
A0-1
KEYNOTES
EXISTING TO BE REMAIN
RGA
000
1. EXISTING PUBLIC STREET, CURB, AND GUTTER PER COUNTY STANDARDS.
2. EXISTING DRIVEWAY CURB.
3. EXISTING PARCEL LOT LINE. APPROVED UNDER PREVIOUS PERMIT.
4. EXISTING 12' HT. CONCRETE TILT-UP SCREEN WALL
5. EXISTING STREET FIRE HYDRANT.
Office of Architectural Design
6. EXISTNG DBL. DETECTOR CHECK VALVE.
1
15231 Alton Parkway, Suite 100
Irvine, CA 92618
7. EXISTING ACCESSIBLE PARKING STALL COMPLIANCE SIGNAGE AT DRIVEWAY ENTRANCES INTO SITE. SEE
DETAIL 2/AD-1.
8. EXISTING ON-SITE FIRE HYDRANT.
A
R
O
N
A
E
L
L
A
G
TU
N
CA
2
7
6
H
NC
A
RO
D
10. EXISTING ACCESSIBLE PATH OF TRAVEL FROM STALLS & PUBLIC WAY TO PRIMARY ENTRANCE. SLOPE NOT
TO EXCEED 1:20 EXCEPT AT CURB RAMPS AND OTHER DEFINED RAMPS. CROSS SLOPE NOT TO EXCEED 1/4"
PER FOOT. SEE GENERAL NOTES ON THIS SHEET FOR ADDITIONAL DATA. STRIPE PAVING W/ WHITE PAINT AT
ALL DRIVEWAY CROSSINGS.
11
9
22
27
14. POSSIBLE LOCATION FOR TRASH COMPACTOR / BAILER LOCATION TO BE INSTALLED .
31
H
1
FH
16
EXISTING GAS LINE
11
15. EXISTING CONCRETE TRUCKING APRON .
5
H
EXISTING GAS LINE
21
H
H H
H
FH
1
GM
29
RD
32
20
NOT A PART
MEDTRONIC USA, INC
SUITE 300
xx
RD
DS
138'-0"
TRUCK COURT
DS
UPS
SUITE 100
EXISTING DEMISING WALL
RD
6
17
600'-0"
130'-0"
TRUCK COURT
DS
FH
DS
12
18
15
UPS
SUITE 100
430.82'
DS
PROPERTY LINE
14
NOT
TRASH
COMPACTOR
A
PART
DS
26. NEW GAS METER LOCATION PER THE GAS COMPANY, SEE PLUMBING DRAWINGS. CONTRACTOR TO
COORDINATE THE EXACT LOCATION AND REQUIREMENTS WITH THE GAS COMPANIES STANDARDS.
53'-0"
27. INDICATES (1) EXISTING GENERATOR.
28. CONTRACTOR TO REMOVE LOUVERS IN CONCRETE WALLS AT WEST AND NORTH LOCATION. INFILL HOLES IN
TILT UP PANEL WITH METAL STUD AS REQUIRED. PROVIDE DRYVIT SYSTEM. NEW FINISH FOR EACH FACE OF
STUD TO MATCH EXISTING CONCRETE TILT-UP PANEL. PAINT TO MATCH BUILDING. SEE ELEVATIONS BELOW
FOR LOCATIONS. INSULATE WALL AS REQUIRED.
28
8
DS
24. INDICATES AREA OF NEW TENANT IMPROVEMENT. SEE ENLARGED PLAN FOR ADDITIONAL INFO.
25. NEW GAS LINE, SEE PLUMBING DRAWINGS.
RAMP UP
DS
EXISTING CONCRETE TILT-UP
OFFICE/ MANUFACTURING/ WAREHOUSE BUILDING
TYPE III-B
B / S-1 OCCUPANCY
FULLY-SPRINKLED(ESFR SYSTEM)
28
24
29.RESTORE ALL LANDSCAPE AND IRRIGATION TO EXISTING STANDARDS TO MATCH EXISTING AFTER THE
INSTALLATION OF THE NEW GAS LINE AND METER. SEE PAVING DETAIL ON ARCHITECTURAL AND PLUMBING
DRAWINGS.
30. INDICATES EXISTING WROUGHT IRON FENCING .
31. EXISTING GAS LINE PER THE GAS COMPANY AND PLUMBING DRAWINGS.
32. EXISTING TENANT IMPROVEMENT AREA.
DS
DS
UPS
SUITE 100
15
670'-0"
EXISTING DEMISING WALL
18
DS
WINEVILLE
CENTER POINTE SOUTH
BUILDING 2
TENANT IMPROVEMENT
FOR
UPS SUPPLY CHAIN SOLUTIONS
11811 LANDON DRIVE
SUITE 100
MIRA LOMA, CA 91752
DS
DS
PROFESSIONAL SEALS
22. EXISTING STANDARD PARKING STALL 9' X 18' W/ + 2' OVERHANG - STRIPE PER COUNTY STANDARDS. TYP.
23. EXISTING ON SITE LIGHT POLES.
PATIO
AVENUE
1
10
WINEVILLE
DS
20. EXISTING INTERIOR FIRE PUMP ROOM SERVING BUILDING'S ESFR SYSTEM.
21. EXISTING ACCESSIBLE PARKING STALL PER STATE AND ADA ACCESSIBILITY STANDARDS.
13
12'-0" HIGH SCREENWALL
25
18. EXISTING DOCK HIGH LOADING DOOR.
19. EXISTING ELECTRICAL ROOM & ELECTRICAL SWITCHGEAR. SEE ELECTRICAL DRAWINGS.
NEW GAS LINE
26
19
16. EXISTING TRANSFORMER AND VAULT. SEE ELECTRICAL DRAWINGS FOR IMPROVEMENTS.
17. EXISTING GRADE LEVEL LOADING DOOR.
H
FH
12. EXISTING CONCRETE TILT-UP OFFICE/ WAREHOUSE FACILITY.
13. PRIMARY BUILDING ENTRANCE - ACCESSIBLE PER ADA & T-24 GUIDELINES. WITH EXISTING ADA
ACCESSIBLE SIGNAGE.
FH
30
CONSULTANT
11. EXISTING CONCRETE SIDEWALK.
4
DS
T 949-341-0920
FX 949-341-0922
9. EXISING SHADED AREA INDICATES : FULLY IRRIGATED LANDSCAPING. NOTE WHERE NEW STAIRS ARE
PROVIDE FOR EXIT ACCESS OUT OF BUILDING ADJACENT TO NEW TI AREAS CONTRACTOR TO PROVIDE NEW
CONCRETE SIDEWALK. SEE PLAN FOR ADDITIONAL INFO.
28
PHASE 3
DS
4
DS
DS
FH
FH
UPS
SUITE 100
NOT A PART
23
DS
DS
DS
DS
7
FH
FH
PROPERTY LINE
35'-0"
3
2
UPS SUPPLY CHAIN SOLUTIONS
985.68'
12380 MORRIS ROAD
ALPHARETTA, GA 30005
678-746-4006
SITE PLAN
SCALE: 1" = 60'-0"
GENERAL NOTES
1. ALL DIMENSIONS ARE TO FACE OF CONCRETE CURB, FACE OF CONCRETE PANEL, OR TO GRIDLINE U.N.O.
2. KNOX BOX KEY ACCESS IS PROVIDED AT THE PRIMARY BUILDING ENTRANCES AND AT ALL SITE GATES.
3. ALL EXISTING IMPROVEMENTS SHOWN RECENTLY PERMITED. SITE AND BUILDING ARE FULLY ACCESSIBLE
UNDER CURRENT STATE GUIDELINES. ALL EXISTING ACCESSIBLE COMPLYING PARKING STALLS, WALKS ,
RAMPS AND ENTRANCES ARE SUBJECT TO FIELD VERIFICATION.
4. WALK SURFACES WITH A SLOPE OF LESS THAN 5% GRADIENT SHALL HAVE A MEDIUM BROOM OR
EXPOSED AGGREGATE FINISH WITH A SLIP RESISTANCE EQUAL TO A MED. SALT FINISH U.N.O. WALK
SURFACES WITH A SLOPE OF GREATER THAN 6% GRADIENT SHALL BE SLIP RESISTANT PER DISABLED
ACCESS STANDARDS. ACCESSIBLE WALK CROSS SURFACE SLOPES SHALL NOT EXCEED 1/4" PER FOOT OR 2%.
5. ANY ABRUPT LEVEL CHANGES SHALL BE LESS THAN OR EQUAL TO 1/2" ALONG ANY ACCESSIBLE ROUTE OF
TRAVEL. WHEN CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE OF LESS THAN OR EQUAL TO
1:2. LEVEL CHANGES OF 1/4" MAX MAY BE VERTICAL. IF LEVEL CHANGES ARE GREATER THAN 1/2", THEY
MUST COMPLY WITH THE REQUIREMENTS OF CURB RAMPS.
6. YARDS USED FOR AREA INCREASE SHALL BE PERMANENTLY MAINTAINED.
1
4/5/12
30% REVIEW SET
5/9/12
80% REVIEW SET
6/5/12
ADDENDUM 1
CONSTRUCTION SET
CD
BID
BID SET
5/24/12
PLAN CHECK
PC
DD
4/5/12
DESIGN DEVELOPMENT
SD
3/13/12
SCHEMATIC DESIGN
MARK
DATE
DESCRIPTION
RGA PROJECT NO:
11189-00
OWNER PROJECT NO:
00000.00
CAD FILE NAME:
11189-00-A1-1
DRAWN BY:
MG
CHK'D BY:
MG
COPYRIGHT
RGA, OFFICE OF ARCHITECTURAL DESIGN
SHEET TITLE
SITE PLAN
OPTION 2 PLAN
SHEET:
A1-1
A
B
60'-0"
E
D
C
40'-0"
50'-0"
G
F
50'-0"
50'-0"
H
600'-0"
50'-0"
50'-0"
J
K
50'-0"
M
L
50'-0"
50'-0"
O
N
40'-0"
60'-0"
KEYNOTES
RGA
000
1. EXISTING CONCRETE EXTERIOR WALL SYSTEM.
2. EXISTING GLAZING SET IN ALUMINUM STOREFRONT SYSTEM.
8'
3. EXISTING ACCESSIBLE PRIMARY ENTRANCE WITH APPROVED ACCESSIBILITY SIGNAGE PER
DETAIL 8 / AD-1.
Office of Architectural Design
4. EXISTING OFFICE TI. NOT A PART OF THIS PERMIT.
5. EXISTING ADA COMPLYING WAREHOUSE RESTROOMS
A96
2
FR
44'-0"
FR
A99
1
16
2
A100
EXIT
A101
FR
DS
E
2
9. NOT USED.
10. NOT USED.
3
13. CONTRACTOR TO PROVIDE VERSA FLEX FLOOR JOINT CAULKING OR APPROVED EQUAL
THROUGHT OUT NEW WAREHOUSE SPACE. DEFINED BY FULL HT. WALLS. THIS SHALL
OCCURE IN WAREHOUSE SPACE 101.
54'-0"
54'-0"
14. PROVIDE 18" WIDE VECTOR STRIP WHITE EXPOSY PAINT AROUND INSIDE WAREHOUSE
FULL HEIGHT PERIMETER WALLS, COPUTER ROOM AND OFFICE WALLS. SEE PLAN FOR
LOCATIONS.
A92
MEDTRONIC USA, INC
SUITE 300
NOT A PART
DS
A90
14
15. INDICATES EXISTING EXIT SIGNS. INSTALLED UNDER SHELL PERMIT. EXIT EGRESSES
THROUGH WAREHOUSE AREA PER CBC SECTION 1004.2.2. ONE FOOTCANDLE ILLUMINATION
ALONG EXIT ACCESS.
4
A03
A88
A87
DS
A86
16. INDICATES EXISTING ROOF ACCESS LADDER LOCATION INSTALLED UNDER SHELL
PERMIT.
A04
20
54'-0"
5
EXISTING 1 HOUR WALL
54'-0"
A89
5
RD
A02
FORKLIFT RAMP UP
EXIT
FR
EXIT
4
PATIO
EXIT
A91
17. EXISTING FIRE RISER LOCATIONS INSTALLED UNDER SHELL PERMIT.
A05
18. EXISTING ELECTRICAL SWITCHGEAR AND TELEPHONE BACKBOARD LOCATION .
A06
19. EXISTING STEEL ROOF COLUMN. CONTRACTOR TO FURR OUT ROOF COLUMNS AT FULL
HT. DEMISING WALLS WHICH OCCURE IN AREA OF NEW WORK. SEE DETAIL.
5
DS
21. EXISTING DOCK VERTICAL LIFT DOOR ASSEMBLY. SEE GENERAL NOTE BELOW FOR
ADDITIONAL INFO.
54'-0"
54'-0"
A08
A84
6
23. INDICATES EXISTING CHEVRON BRACES. NOTE WHERE CHEVRON BRACE COMES IN
CONTACT W/ DEMISING WALL CONTRACTOR TO WRAP CHEVRON BRACE W/ 3/4" TYPE "X"
GYP. BD. ASSEMBLY PER WALL LEGEND TO COMPLETE 1 HR. ASSEMBLY.
A10
DS
EXIT
15
54'-0"
A80
6
11
24. EXISTING SANITARY SEWER BELOW FLOOR SLAB.
A11
25. AREA OF TENANT IMPROVEMENTS.
A12
26. INDICATES NEW FULL HEIGHT NON-RATED DEMISING WALL. BOTH SIDES OF WALL TO BE
PRIMERED AND PAINTED TO MATCH EXISTING. PROVIDE R-19 BATT INSULATION THOUGHOUT
THE WALL CAVITY FROM FLOOR TO ROOF STRUCTURE. SEE STRUCTURAL DRAWINGS FOR
STUD WALL SIZE AND GAUAGE. ALSO SEE STRUCTURAL DRAWINGS COLUMN LINE AND END
WALL EXPANSION JOINTS. PROVIDE ALTERNATE PRICING FOR METAL INSULATED PANEL IN
LIEU OF THE METAL STUDS AND DRYWALL. PANEL MANUFACTURE TO BE: METLSPAN, CF
MESA WALL PANEL CF42MM-26/26, 6" THICK, R-30 INSULATION VALUE MIN., HEIGHT TO
SPAN 42'-6". MOUNT TO UNDERSIDE OF ROOF STRUCTURE WITH THE REQUIRED BLOCKING
AND TRACK PER MANUFACTURES RECOMMENDATION. INTERIOR FACING, AZ-50
ALUMINUM-ZINC COSTED STEEL, PAINT COLOR TO BE POLAR WHITE STANDARD COLOR.
54'-0"
UPS
SUITE 100
NOT A PART
A81
DS
FR
EXIT
A82
A13
1
7
A79
7
22. EXISTING 3'W X 7'H PAINTED SELF CLOSING HOLLOW METAL MAN DOOR.
CONTRACTOR TO PROVIDE TACTILE EXIT SIGNAGE REQUIREMENTS. SEE DET 16/AD-1.
A09
A83
DS
A14
7
DS
13
A78
A15
21
A77
27. NEW ROLL-UP DOOR ASSEMBLY . SEE DOOR SCHEDULE FOR SIZE AND REQUIREMENTS
TO COMPLY WITH RATED AND NON- RATED CONDITIONS. CONTRACTOR TO PROVIDE AND
INSTALL BOLLARD AT EACH END OF DOOR TO PROTECT DOOR TRACK AND WALL. PROVIDE
6" DIA CONCRETE FILLED BOLLARDS. SEE DETAIL 9/AD-1.
54'-0"
54'-0"
A16
TYP.
14
A76
A17
23
DS
EXIT
OCCUPANCY: B/ S-1
OCCUPANT LOAD: 1,530
A73
54'-0"
700'-0"
BUILDING 2
EXIT
A74
A72
A71
8
11
A20
A22
9
DS
UPS
101
A23
A69
54'-0"
54'-0"
A24
14
A25
1. INTERIOR FIRE HOSE AND EXTINGUISHER LOCATIONS SHALL BE PER FIRE PROTECTION
DRAWINGS AND AS APPROVED BY FIRE DEPARTMENT.
A67
A26
2. 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.
22
FR
EXIT
EXIT
A66
DS
FR
13
AD-1
54'-0"
A65
20
AD-2
16
AD-2
3'3' 5' 10'
A64
27
17
AD-1
1
11
AD-2
14
7
AD-2
25
26
9 /10
AD-2
28'-8"
27
1
17'-4"
16
AD-2
A28
24'-0"
11
EXISTING NON-RATED WALL
DS
A61
54'-0"
UPS
SUITE 100
NOT A PART
A60
A59
DS
1
NEW NON-RATED WALL
2
3
A31
4
A33
12
DS
EXIT
EXIT
A58
A36
54'-0"
54'-0"
A56
A37
102
A55
A38
DS
13
DS
A53
A40
A52
A41
A51
A42
EXIT
WOMENS
RESTROOM
5
MENS
RESTROOM
MENS
RESTROOM
1'-7"
15
EXIT
A50
5
EXIT
EXIT
A49
EXIT
A48
EXIT
A47
EXIT
A46
EXIT
A45
MENS
RESTROOM
MENS
RESTROOM
14
DS
FR
FR
11. TENANT'S SHALL SECURE ALL SEPARATE PERMITS THAT ARE REQUIRED FOR ALL
STORAGE PLANS, RACK INSTALLATIONS, AND CONVEYOR INSTALLATIONS.
13. CONTRACTOR SHALL SEAL ALL CRACKS IN FLOOR WHICH OCCURES IN WAREHOUSE
SPACE 101.
A43
30'-5"
DS
WOMENS
RESTROOM
15
1'-7"
14
9. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR/CEILING AND ROOF/CEILINGS SHALL BE
PROTECTED AS REQUIRED IN CBC CHAPTER 10.
12. A SEPARATE PERMIT IS REQUIED FOR SPRINKLER MODIFICATIONS TO EXISTING SYSTEM.
54'-0"
A39
54'-0"
A54
6. BUILDING IS DESIGNED FOR HIGH PILE STORAGE COMMODITY CLASSES ONE THROUGH
FOUR. TENANTS SHALL SECURE ALL SEPARATE PERMITS WHICH ARE REQUIRED FOR ALL
STORAGE PLANS, RACK INSTALLATIONS, AND CONVEYOR INSTALLATIONS.
10. REPAIR ALL FLOOR SLAB CUTS WITH NEW 4,000 PSI 7" THK. CONCRETE SLAB O/ 4" ROCK
BASE. REPAIR VAPOR BARRIER WHERE DAMAGED. PROTECT EXISTING SLAB REINFORCING
BARS IN PLACE, OR REPLACE WITH MATCHING. ANY REMOVAL AND REPLACEMENT OF THE
CONCRETE SLAB SHALL MEET THE REQUIREMENTS OF THE EXISTING SLAB. TRENCH
BACKFILL SHALL BE COMPACTED TO 95% ASTM D-1 557 MAXIMUM DRY DENSITY. DOWEL
THE NEW CONCRETE PATCH TO THE EXISTING SLAB WITH #4 STEEL BARS EXTENDING A MIN.
OF 6" INTO SLAB AT 24" O.C. SECURE WITH EPOXY. USE 4000 P.S.I. (AT 28 DAYS) CONCRETE
FOR THE POUR BACK. ANY TRENCH PATCHING IN THE WAREHOUSE AREA SHALL HAVE A 1/8
INCH RADIUS EDGE. PRIOR TO POURING CONCRETE, STONE THE EXISTING SAW CUT EDGE
WITH AN ABRASIVE BRICK OR OTHER METHOD TO APPROXIMATE A 1/8 INCH RADIUS EDGE.
A35
EXISTING WAREHOUSE
AREA
NOT A PART
A57
12380 MORRIS ROAD
ALPHARETTA, GA 30005
678-746-4006
8. ALL PENETRATIONS THROUGH BUILDING ARE TO BE CAULKED ON BOTH THE INTERIOR AND
EXTERIOR OF THE WALL.
A34
FR
UPS SUPPLY CHAIN SOLUTIONS
7. ALL FLOOR SLAB NAIL HOLES SHALL BE FILLED WITH APPROVED 2 PART EPOXY
COMPOUND TO MATCH CONCRETE COLOR. PEGA BOND LV 2000, BURKE EPOXY INJECTION
RESIN OR APPROVED EQUAL.
A32
54'-0"
A62
13
5. 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.
A30
DS
12
4. ALL DOOR OPENING DIMENSIONS GIVEN ARE FINISH OPENING SIZES. CONTRACTOR SHALL
ADJUST OPENING FOR JAMB AND SILL ASSEMBLIES ACCORDINGLY.
A29
A63
11
3. ALL DIMENSIONS ARE TO FACE OF CONCRETE WALL, STRUCTURAL GRID LINE, OR
CENTERLINE OF STUD/COLUMN U.N.O.
A27
13
AD-1
10' 5' 3'
10
11
54'-0"
DS
30'-5"
GENERAL NOTES
A68
10
16
PHASE 3
A21
DS
A70
UPS SUPPLY CHAIN SOLUTIONS
11811 LANDON DRIVE
SUITE 100
MIRA LOMA, CA 91752
A19
UPS SUPPLY CHAIN
SOLUTIONS
SUITE 100
28
9
DS
FR
54'-0"
8
A18
1 HOUR WALL
WINEVILLE
CENTER POINTE SOUTH
BUILDING 2
TENANT IMPROVEMENT
FOR
700'-0"
A75
PROFESSIONAL SEALS
20. EXISTING GRADE LEVEL ROLL-UP DOOR ASSEMBLY.
A07
A85
CONSULTANT
12. NOT USED.
RD
4
T 949-341-0920
FX 949-341-0922
11. CONTRACTOR TO REMOVE EXISTING LOUVERS IN CONCRETE TILT-UP WALL INFILL
OPENINGS WITH CONCRETE. SEE STRUCTURAL DRAWING FOR DETAIL. FORM REVEAL
AT HEAD OF OPENING TO MATCH EXISTING HORIZONTAL REVEAL MARK. SACK AND PATCH
PANEL , REPAINT TO MATCH. SEE PLAN FOR LOCATION.
EXISTING OFFICE
AREA
NOT A PART
14
8. NOT USED.
A01
RD
XIT
1
3
A93
3
7. EXISTING POLISHED HARD STEEL TROWEL FINISHED FLOOR SLAB: 7" THK. 4,000 PSI OVER
95% COMPACTED SUBGRADE. REPAIR ALL CUTS PER GENERAL NOTES THIS SHEET.
EXIT
EXIT
15231 Alton Parkway, Suite 100
Irvine, CA 92618
6. NOT USED.
EXIT
EXIT
EXIT
EXIT
A97
17
4'-8"
A94
24
44'-0"
18
A44
1
4/5/12
30% REVIEW SET
5/9/12
80% REVIEW SET
6/5/12
ADDENDUM 1
CONSTRUCTION SET
CD
BID
5/24/12
BID SET
PLAN CHECK
PC
DD
4/5/12
DESIGN DEVELOPMENT
SD
3/13/12
SCHEMATIC DESIGN
MARK
DATE
DESCRIPTION
RGA PROJECT NO:
11189-00
OWNER PROJECT NO:
00000.00
CAD FILE NAME:
11189-00-A2-1
DRAWN BY:
MG
CHK'D BY:
MG
COPYRIGHT
16
RGA, OFFICE OF ARCHITECTURAL DESIGN
SHEET TITLE
FLOOR PLAN
60'-0"
40'-0"
50'-0"
50'-0"
50'-0"
50'-0"
50'-0"
50'-0"
50'-0"
50'-0"
40'-0"
60'-0"
9 &10
AD-2
7
AD-2 TYP.
5
AD-3
19
600'-0"
FLOOR PLAN
A
B
C
D
E
F
G
OPTION 2 PLAN
H
J
K
L
M
N
SCALE: 1" = 30'-0"
SHEET:
A2-1
MAXIMUM PARTITION HEIGHT
ROOF STRUCTURE - SEE STRUCT.
DWGS.
STUD
SIZE
ROOF TRUSS
PROVIDE OVERLAPPING GYP. BD. AT
FIRE RATED ASSEMBLIES ONLY U.N.O.
SECURE TO 20 GA 1.5" X 1.5" CONT.
ANGLE SHOT TO STEEL TRUSS @ 18"
O.C.
STUD SPACING
6" MIN 1" 2" 1"
WALL HEIGHT
STUD SPACING
WALL HEIGHT
362S125-18 (25 GA)
16"
13'-6"
24"
10'-9"
362S125-33 (20 GA)
16"
20'-0"
24"
16'-3"
600S125-33 (20 GA)
16"
28'-6"
MECHANICAL EQUIPMENT
600S125-43 (18 GA)
16"
33'-0"
3/4" WOOD SHIM
800S162-54 (16 GA)
16"
40'-0"
0.188"
1 1/4"
3" DEEP 16 GA. LEG TRACK W/ VERT.
SLOTTED HOLES - ATTACH W/ 2-#8
SCREWS @ 24" O.C. DO NOT ATTACH
GYP. BD. TO TRACK. ALTERNATE:
USE16 GA. SLP-TRK BY METAL LITE,
INC. CONFORMING TO CBC STD. NO.
27-9
800S125-43
600S125-43
600S125-33
362S125-33
362S125-18
GYP. BD. O/ METAL STUD FRAMING SEE WALL LEGENDS
inches
DESIGNATION THICKNESS lb/ft
STUD SIZE DESIGN
WEIGHT GROSS SECTION PROPERTIES
METAL STUD BLOCKING- BEND END OF
BLCKG MIN 2" & ATTACH TO STUDS W/
2-#4 SCREWS EA. END- BLCKG. NOT
REQD. W/ SLP-TRK ALT. OR WHEN
WALL IS SHEATHED EA. SIDE.
NOTES:
0.0451
0.0451
0.0346
0.0346
0.0188
1.62
1.31
1.01
0.73
0.40
0.475
0.385
0.297
0.215
0.118
in^2
AREA
3.721
1.817
1.409
0.421
0.234
in^4
Ix
2.799
2.173
2.179
1.4
1.409
in
Rx
0.056
0.053
0.042
0.037
0.021
in^4
Iy
0.342
0.369
0.374
0.413
0.421
in
Ry
3.696
1.802
1.391
0.415
0.215
in^4
Ix
0.894
0.584
0.408
0.201
0.09
in^3
Sx
0.475
0.385
0.297
0.215
0.118
in^2
A
17.67
11.55
8.06
3.96
1.78
Office of Architectural Design
FACTORY CURB, SEE MECHANICAL DRAWINGS
15231 Alton Parkway, Suite 100
Irvine, CA 92618
24 GA GI FLASHING PAN O/ MODIFIED BITUMEN
MEMBRANE O/ FIBERGLASS BASE SHEET O/ 3/4"
PLYWOOD
BASED ON 5.0 PSF LATERAL LOAD AND L/120 DEFLECTION - SEE STRUCT. CALCS
2010 CBC
NOTES:
1. ALTERNATE: USE SUPERIOR #53 20 GA. CLG. DEFLECTION TRACK OR APPROVED EQ. IN PLACE OF 3"
TRACK SHOWN & ATTACH STUD TO BOTTOM OF TRACK
2. ALTERNATE: USE SLP-TRK BY METAL LITE, INC. CONFORMING TO UBC STD. 27-9 IN PLACE OF 3" TRACK
SHOWN & ATTACH STUD TO BOTTOM OF TRACK
3. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES.
RGA
MAXIMUM PARTITION HEIGHT
T 949-341-0920
FX 949-341-0922
1 mil= (1/1000) in
IN mils
THICKNESS
125= 1 1/4"
4" FIBER CANT STRIP
600=6"
SHAPED 6x WOOD CURB WITH 3x6 JOISTS @ 16"
O.C. MIN.
FLANGE WIDTH
800=8"
STUD
362=3 5/8"
Ma (in-k)
STUD DEPTH
PROPERTIES
MOMENT
362 S 125 - 18
EFFECTIVE SECTION ALLOWABLE
CONSULTANT
BUR O/ PLYWOOD DECK
1. ALL METAL STUDS USED SHALL BE S125 TYPE OR APPROVED EQUAL.
BLOCKING PER STRUCTURAL
2. THIS SCHEDULE SHALL APPLY TO ALL INTERIOR PARTITION WALLS U.N.O. ON THE DRAWINGS. WALLS
SHALL HAVE GYPSUM BOARD ON EACH SIDE OR MANUFACTURER'S RECOMMENDED HORIZ. STRAPPING.
NOTES:
1. SEE STRUCTURAL DRAWINGS FOR FURTHER INFORMATION.
2. ANY SECURMENT OF UNITS OR SUPPORTS INTO THE HORIZONTAL PLATFORM SURFACE SHALL BE THRU A
SOLID 1/4" NEOPRENE GASKET. APPLY ELASTOMERIC SEALANT ON UNDERSIDE AND TOP OF GASKET
IMMEDIATELY PRIOR TO INSTALLING BOLTS.
3. INSTALL PLYWOOD OR PERLITE CRICKET ON HIGH SIDE OF CURBS WIDER THAN 96" - MITER PLYWOOD TO
MEET FLUSH W/ DECK - RAISE CURB TO MAINTAIN MIN. 7-1/2" CLR. ABOVE TOP OF CRICKET.
3. ALL BRIDGING, BLOCKING OR END BEARING STIFFNERS SHALL BE AS REQUIRED BY THE MANUFACTURER
U.N.O. ON THE DRAWINGS.
4. ALL METAL STUDS SHALL CONFORM TO AISI-NAS STANDARDS.
5. TOP TRACK SIZE SHALL BE 33 MIL. MIN. FOR PARTITION U.N.O.
17
FULL HEIGHT WALL @ ROOF TRUSS
13
SCALE: 1-1/2" = 1'-0"
04550
METAL STUD PARTITION SCHEDULE
9
SCALE: N.T.S.
ROOF STRUCTURE - SEE STRUCT.
DWGS.
JOIST
SIZE
1"
3-5/8" 218 GA BLOCKING @ 24" O.C.
WHERE WALL IS PERPENDICULAR TO
ROOF 2 X STRUCT. PROVIDE CLIP
ANGLE @ EA. END W/ 2-#8 SCREWS EA.
LEG
JOIST SPAN
JOIST SPACING
GYP. BD. O/ METAL STUD FRAMING SEE WALL LEGENDS
OVERHEAD DOOR JAMB
HARDWARE PER MANUFACTURER
NOTES:
1. ALTERNATE: USE SUPERIOR #53 20 GA. CLG. DEFLECTION TRACK OR APPROVED EQ. IN PLACE OF 3"
TRACK SHOWN & ATTACH STUD TO BOTTOM OF TRACK
2. ALTERNATE: USE 16 GA. SLP-TRK BY DIETRICH METAL FRAMING PER ICC ES REPORT #1042.
3. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL NOTES.
4. IF DRYWALL IS CALLED FOR ONLY ON ONE SIDE OF STUD ABOVE CEILING JOIST; THEN ADD HORIZONTAL
2" X 22 GA. STRAP 5'-0" O.C. VERTICALLY CONNECTED TO EACH STUD WITH #8 SCREWS IS REQUIRED. SEE
STRUCTURAL DRAWINGS FOR ADDITIONAL INFO.
OVERHEAD DOOR HEAD
SCALE: 3" = 1'-0"
02335
FULL HEIGHT WALL @ ROOF STRUCTURE
14
SCALE: 3" = 1'-0"
04530
10
1
PROFESSIONAL SEALS
362S125-18
(25 GA)
16"
24"
8'-0"
7'-0"
48" O.C.
362S125-33
(20 GA)
16"
24"
11'-0"
9'-0"
42" O.C.
600S125-33
(20 GA)
2007 CBC
16"
24"
16'-0"
13'-0"
42" O.C.
PIPE PENETRATION OR SUPPORT
STAINLESS STEEL CLAMP W/
ELASTOMERIC SEALANT
2-1/2# LEAD FLASHING SLEEVE - SET
BASE FLANGE INTO ROOF CEMENT O/
INSTALLED INTERPLY FELT - USE 4#
LEAD IF FIELD SOLDER IS REQD.
8" MIN
WINEVILLE
CENTER POINTE SOUTH
BUILDING 2
TENANT IMPROVEMENT
FOR
ROOF CEMENT
NOTES:
METAL STUD BLOCKING- BEND END OF
BLCKG MIN 2" & ATTACH TO STUDS W/
2-#4 SCREWS EA. END- BLCKG. NOT
REQD. W/ SLP-TRK ALT. OR WHEN
WALL IS SHEATHED EA. SIDE.
NOTES:
1. SEE STRUCTURAL DWGS. FOR ADDITIONAL NOTES.
03311
CEILING TIE
SPACING
BASED ON 4.0 PSF VERTICAL LOAD AND L/360 DEFLECTION - SEE STRUCT. CALCS.
DYWALL WALL
18
MAXIMUM JOIST SPAN
SCALE: 3" = 1'-0"
3" DEEP 14 GA. LEG TRACK W/ VERT.
SLOTTED HOLES - ATTACH W/ 2-#8
SCREWS @ 24" O.C. DO NOT ATTACH
GYP. BD. TO TRACK. ALTERNATE: USE
16 GA. SLP-TRK BY DIETRICH MANUF.
6" MIN
PER
MANUF.
1"
2"
OVERHEAD DOOR - HARDWARE &
MOUNTING PER MANUF. - SEE
DOOR SCHEDULE FOR ROLL-UP
OR VERTICAL LIFT DESIGNATION
PROVIDE OVERLAPPING GYP. BD. AT
FIRE RATED ASSEMBLIES ONLY U.N.O.
SECURE TO 25 GA. BLOCKING
09200
EQUIPMENT PLATFORM
5
2-PLYS AND CAP EMBEDED IN
ASPHALT
1. ALL METAL JOISTS USED SHALL BE S125 TYPE, 33 KSI BY CEMCO OR APPROVED EQUAL.
2. WHERE CEILING SUPPORTED TOILET PARTITIONS OCCUR, USE 600S125-43 @ 16" O.C. UP TO 16'-0"
MAXIMUM SPAN.
B.U.R. O/ PLYWOOD DECK
3. ANY ADDITIONAL EQUIPMENT PLACED ON CEILING JOIST SHALL BE BROUGHT TO THE ATTENTION OF
ARCHITECT PRIOR TO INSTALLATION.
4. JOIST TRACKS SHALL BE UNPUNCHED AND OF SAME GAGE AS JOISTS U.N.O.
5. IF THERE IS NO SHEATHING ACROSS THE TOP OF JOISTS, USE 362S125-43 CEILING TIES ACROSS TOP OF
JOISTS PER SCHEDULE. ATTACH TO EACH JOIST WITH 1 - #8 SCREW.
REFER TO DETAIL 3/- FOR JOIST/STUD DESIGNATION
METAL CEILING JOIST SCHEDULE
1
SCALE: N.T.S.
09202
UPS SUPPLY CHAIN SOLUTIONS
11811 LANDON DRIVE
SUITE 100
MIRA LOMA, CA 91752
NOTES:
1. USE A CONT. LEAD SOLDER IF SPLIT LEAD SLEEVE IS REQD.
CLAMPED LEAD PIPE FLASHING
6
SCALE: 1-1/2" = 1'-0"
03201
2
PHASE 3
2"
(E) BOTTOM CHORD
OF JOIST
9"
1 1/2"
5"
WAREHOUSE SIDE
1 1/2"
00
1 1/2"
GRIDLINE
OPENING
PLATE 7" X 1/2" X 1'-0"
W/ 2- 3/4" DIA. M.B.
W/ WASHERS AS REQ.
1/4
H.S.S.
BASE PLATE
6" X 1/2" X 1'- 1"
W/ 2- 3/4" DIA.
EPOXY BOLTS
USE HILTI HIT-RE
500-SD (ESR-2322)
H.S.S.
GRIDLINE
00
3"
1/4
GYP BD OVER METAL STUDS AS NOTED ON ON
FLOOR PLAN. PROVIDE INSULATION WHEN NOTED
ON FLOOR PLAN. ATTACH STUDS TO TRACK WITH
#8 SCREWS THROUGH FLANGE
CONT. METAL TRACK RUNNER. ATTACH TO FLOOR
WITH 0.180" POWER DRIVEN SHOT PINS @ 16" O.C.
MAX. AT CONCRETE FLOOR SLAB. (ESR-1799) W/
MIN. 1-1/2" EMBEDMENT.
LEAD SLEEVE WITH FLANGE SET IN
CEMENT FLASHING PITCH
BASE MOULDING
2-PLYS AND CAP EMBEDED IN ASPHALT
FINISH FLOOR
BASE PLATE PLAN VIEW
B
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
HEALTHCARE SIDE
A
GYP. BD. O/ METAL STUDS SEE WALL LEGENDS
1 - LAYERS OF 5/8" GYP. BOARD O/ 8" METAL
STUDS. SEE FLOOR PLAN FOR ASSEMBLY
DOOR PER NOTES
HEAD DETAIL
GYP. BD. O/ METAL STUDS SEE WALL LEGENDS
1
PARTITION @ FLOOR
SCALE: 3" = 1'-0"
04000
SCALE: 1-1/2" = 1'-0"
T
A
-
A
-
SEE FLOOR PLAN NOTE FOR HEIGHT
38"
T
6"
SEE
NOTES
03200
30% REVIEW SET
5/9/12
80% REVIEW SET
6/5/12
ADDENDUM 1
3
TYP.
1/4L
H.S.S. SEE STRUCTURAL DWG'S.
-
H.S.S. SEE STRUCTURAL DWG'S.
METAL DOOR FRAME PER
SCHEDULE - ATTACH PER
MANUF. SPECS.
PENETRATIONS THROUGH FIRE RATED WALL ASSEMBLIES SHALL BE PROTECED BY AN APPROVED PENETRATION
FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH UBC STANDARD 7-5 AND SHALL HAVE AN F
RATING OF NOT LESS THAN THE REQUIRED RATING OF THE WALL PENETRATED.
CD
BID
UNIT CURB
OR PLATFORM
CANT STRIP
RATED FLOOR/ CEILING ASSEMBLY
-
2X8 CURB
FIBER CANT STRIP W/ 3'' LEGS NAIL TO CURB AT 12'' O.C.
RATED WALL ASSEMBLY
BID SET
5/24/12
PLAN CHECK
DD
4/5/12
DESIGN DEVELOPMENT
SD
3/13/12
SCHEMATIC DESIGN
MARK
DATE
DESCRIPTION
RGA PROJECT NO:
11189-00
OWNER PROJECT NO:
00000.00
CAD FILE NAME:
11189-00-AD-2
DRAWN BY:
MG
CHK'D BY:
DR
COPYRIGHT
RGA, OFFICE OF ARCHITECTURAL DESIGN
REFER TO TYPICAL
ROOF SECTION
PENETRATION
SEE FLOOR PLAN FOR OPENING
CONSTRUCTION SET
PC
SILL
NOTES:
1. SEE SHEET A5.1 FOR ADDITIONAL DOOR NOTES.
1
PLAN VIEW
CRICKET
PENETRATIONS THROUGH FIRE RATED FLOOR/CEILING ASSEMBLIES SHALL BE PROTECED BY AN APPROVED
PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH UBC STANDARD 7-5. THE
SYSTEM SHALL HAVE AN F RATING AND A T RATING OF NOT LESS THAN ONE HOUR, BUT NOT LESS THAN THE
REQUIRED RATING OF THE FLOOR PENETRATED.
SILL DETAIL
SHEET TITLE
DETAILS
NOTES:
1. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION CONCERNING CONNECTION.
2. SEE STRUCTURAL DRAWINGS F0R CONNECTION AT STEEL BEAM
3. SEE STRUCTURAL DRAWINGS FOR CONNECTION AT BAR JOIST.
TYPICAL DOOR NOTES & INTERIOR DETAILS
SCALE: 1-1/2" = 1'-0"
VENT PIPE & FLASHING
7
L
JAMB
PROVIDE THRESHOLD OR
CARPET BAR WHERE REQD.
AND AT CHANGE OF FLR. MAT.
- CHANGE OF MAT. TO OCCUR
AT C.L. OF DOOR. BEVEL TOP
1/4" AT MAX 1:2
11
-
JAMB DETAIL
DOOR PER NOTES - UNDERCUT
DOORS 3/4" EXCEPT @ FIRE
RATED COND.
COLUMN FURRING @ 1 HR. WALL
4/5/12
H.S.S. SEE STRUCTURAL DWG'S.
HEAD
DOOR PER NOTES
B
-
3/16
SHEET METAL COLLAR O/ ROOFING HOT
MOP
VENT PIPE
SCALE: 3" = 1'-0"
FULL HT. SIDELIGHT WHERE
INDICATED ON PLANS TEMPERED
SAFETY GLAZING
METAL DOOR FRAME &
HINGES PER SCHEDULE ATTACH PER MANUF. SPECS
1/2" MAX: BEVEL
TOP 1/4" AT MAX 1:2
B
-
DOOR GLAZING WHERE INDICATED
ON PLANS TEMPERED SAFETY
GLAZING
12380 MORRIS ROAD
ALPHARETTA, GA 30005
678-746-4006
NOTES:
1. SEE FLOOR PLANS FOR LOCATION OF INSULATION AND FIRE RATINGS.
2. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL FRAMING NOTES.
DRYWALL SCREWS. VERIFY THICKNESS FOR
PROPER LENGTH
EXISTING STRUCTURE ABOVE
SEE STRUCTURAL DRAWINGS.
UPS SUPPLY CHAIN SOLUTIONS
SEALANT
EXISTING STRUCTURAL COLUMN. CONTRACTOR
TO VERIFY SIZE
METAL DOOR FRAME PER
SCHEDULE - ATTACH PER
MANUF. SPECS.
6"
BUILT-UP ROOFING O/ PLYWOOD DECK
6"
BEAM CONNECTION
4"
04201
20
TYP. DOOR OPENING SUPPORT @ GIRDER COND.
SCALE: 1 1/2" = 1'-0"
09102
1/2:12 TAPERED PERLITE CRICKET
NOTES:
1. REFER TO APPLICABLE FLASHING DETAIL FOR APPROPRIATE ROOFING AND FLASHING COMPONENTS (NOT SHOWN).
2. TOE OF CANT TO TOE OF CANT.
3. MINIMUM 2'' AT "RIDGE"
4. MINIMUM 1/2:12 SLOPE
16
PROTECTION OF PENETRATIONS
SCALE: N.T.S.
04600
12
8
TYPICAL CRICKET
NTS
OPTION 2 PLAN
4
SHEET:
AD-2
DUCT CONSTRUCTION NOTES
1. CONSTRUCTION OF DUCTWORK SHALL MEET SMACNA 2" W.C. PRESSURE CLASS STANDARD AND RECOMMENDATIONS. SMACNA SHALL BE FOLLOWED WITH RESPECT TO GAGE THICKNESS, JOINTS, REINFORCING, CONSTRUCTION, INSTALLATION AND SUPPORT FOR PRESSURE CLASS STATED. ALL TRANSVERSE JOINTS IN RECTANGULAR AND ROUND DUCT SHALL BE SEALED PER SMACNA SEAL CLASS C WITH UL DUCT MASTIC SEALANT APPROVED FOR INTENDED USE. DUCT TAPE IS NOT AN ACCEPTABLE SUBSTITUTE FOR MASTIC.
2. ALL DUCT TO BE SHEET METAL, U.N.O.
3. RECTANGULAR DUCT SHALL BE FABRICATED USING TDF/TDC STYLE JOINING METHOD AS DESCREED IN SMACNA DUCT CONSTRUCTION STANDARDS, LATEST EDITION FOR T25A OR T25B JOINTS.
4. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS, U.N.O.
5. ALL DUCT INSULATION SHALL MEET MINUMUM R‐VALUE REQUIRED BY ASHRAE 90.1 LATEST EDITION. ALL DUCT WRAP SHALL BE MINIMUM 2" THICK, 3/4 PCF AND 5.6 R‐VALUE INSTALLED WITH EITHER A VAPOR BARRIER WITH MAXIMUM PERMEANCE 0.05 OR A MINIMUM 2 MIL. ALUMINUM REINFORCED FOIL/DRAFT FACING. INTERNAL DUCT LINER SHALL BE MINIMUM 1.5" THICK AND 1.5 PEF 6.0 R‐VALUE INSTALLED WITH ANTI‐MICROBIAL GROWTH AGENT AND ENCAPSULANT EDGE COATING. ACCEPTABLE MANUFACTURERS OF INSULATION ARE MANVILLE, OWENS CORNING OR KNAUF.
6. DUCT TAPE SHALL BE EQUAL TO FASSON 181‐B FX, 2‐1/2" WIDE.
7. EXTERNAL INSULATION ON BOTTOM OF DUCTS 24" OR WIDER SHALL BE SECURED TO DUCT WITH STICK PINS AS DESCRIBED IN SMACNA DUCT CONSTRUCTION STANDARDS LATEST EDITION. STICK PIN WASHERS SHALL BE COVERED WITH DUCT TAPE OR MASTIC.
8. TRUNK DUCTS SHALL BE ISOLATED FROM ANI HANDLING UNIT VIBRATION WITH THE USE OF NFPA AND UL APPROVE FLEXIBLE CONNECTORS INSTALLED AT THE UNIT CONNECTIONS.
9. SQUARE ELBOW FITTINGS MAY BE SUBSTITUTE FOR RADIUSED FITTINGS AT THE DISCRETION OF THE MC. SQUARE ELBOWS TO HAVE TURNING VANES AS DESCRIBED HEREIN.
10. SINGLE THICKNESS TURNING VANES SHALL BE INSTALLED AT 90 DEGREE TURNS IN RECTANGULAR SUPPLY DUCTWORK WHERE ANY ONE DIMENSION IS GREATER THAN 12".
11. RADIUSED ELBOWS SHALL HAVE A CENTERLINE RADIUS (R ) EQUAL TO WIDTH (R‐W).
12. SLOPE ON DUCT TRANSITIONS TO FOLLOW SMACNA HVAC DUCT CONSTRUCTION STANDARD, LATEST EDITION.
DUCT SUPPORT NOTES:
1. THE INTENT OF THIS DETAIL TO GIVE THE MC AN ALTERNATIVE TO SUPPORTING THE DUCTWORK AT EACH BAR JOIST POTENTIALLY REDUCING MATERIALS REQUIRED. THE MC IS NOT REQUIRED TO BRIDGE THE JOISTS AS SHOWN HERE AND IS FREE TO SUPPORT THE DUCT AT EACH BAR JOIST AS LONG AS THE SPACING INTERVALS IN THE CUT SUPPORT SCHEDULE ARE SATISFIED.
2. SEE INSET "B" FOR ATR ATTACHMENTS TO TOP CHORD OF BAR JOIST. THIS IS APPLIES WHERE THE MC PREFERS TO SUPPORT THE DUCT AT EACH JOIST OR WHERE THE DUCT SUPPORT INTERVAL FALLS AT A JOIST THEREFORE NOT REQUIRING BRIDGING.
3. SEE DUCT SUPPORT SCHEDULE ON THIS SHEET FOR SUPPORT OF DUCT.
4. ANY ATTACHMENTS TO THE BAR JOISTS MUST BE MADE FROM THE TOP CHORD.
5. DO NOT LOCATE ATR IN FRON OF DRUM LOUVERS.