W912PL-19-R-0015_Amendment0005.pdf
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 10-83)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICIATION NO.
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPIRATION DATA (If required)
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
NSN 7540-01-152-8070
Previous edition unusable
0005 25 MAR 2019
USACE, Los Angeles District ATTN: Contracting Division East Region Branch 915 Wilshire Boulevard, Suite 930 Los Angeles, CA 90017
W912PL19R0015
04 MARCH 2019
FY 18 HYDRAZINE FUEL STORAGE AND SERVICING FACILITY, NELLIS AIR FORCE BASE, NEVADA
THE PURPOSE OF THIS AMENDMENT IS TO (1)REPLACE DRAWING SHEET A-101 (2)REPLACE DRAWING SHEET A-201 (3)REPLACE DRAWING SHEET A-301 (4)REPLACE DRAWING SHEET A-620 (5)REPLACE THE CFM COLUMN FOR THE R1 DIFFUSER/GRILL SCHEDULE ON M-601 SHEET FROM 250 TO 300 (6)EXTEND BID PROPOSAL FROM
03 APR 2019 TO 12 APR 2019 AT 2:00 PM PACIFIC.
ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED.
FD
FD
FD
A-400
A-301
FD
FD
FD
COMP. RM
MECH ROOM
ELEC
STORAGE ROOM
SERVICE AREA
UNISEX TOILET
OFFICE
101A
102A
A-301
A
C A
AC
D
A
BA
E F
F
F
B
E
E E
D
E
A
FIRE RISER
1 2
B
A
SHEET
IDENTIFICATION
1 2 3 4
D ra wn B y:
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e:
Pr oj ec t
N o:
U S
AR
M
Y C
O R
PS
O
F
EN
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IN
EE
R
S
R ev ie we d by
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S ca le
Pl ot
D at e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct io n
SA
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B ag le y
En te r R ev it Fi le N am e
9-
-0
A-101
FL
O
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PL
AN
M V
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A
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AI
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F O
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BA
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1/4" = 1'-0"A-101
1 FLOOR PLAN
PLAN NORTH
SCALE:
0 4' 8'
1/4" = 1' - 0"
4' 8'
Keynote Legend
Key Value Keynote Text
1 FINISH FLOOR SLAB ELEVATED 2" ABOVE THE SERVICE
AREA.
2 2" HIGH CONCRETE SPILL CONTAINMANENT CURB AROUND
THE PERIMETER OF THE STORAGE AND SERVICE AREA
ROOMS.
3 POURED IN PLACE CONCRETE RAMP WITH 1:12 SLOPE,
TYPICAL.
4 CONCRETE FLOOR SLAB SLOPE 1/8"/FT (MINIMUM) TO FLOOR
DRAIN AS INDICATED. REFER TO STRUCTURAL AND
PLUMBING DRAWINGS.
5 18"W x 6"D X 9'-0"L SERVICE TRENCH WITH STAINLESS STEEL
GRATING AND 304 GA. STAINLESS STEEL LINER WELDED TO
STEEL ANGLE. SEE STRUCT. FOR DETAIL.
6 DELUGE SHOWER. SEE PLUMBING DRAWINGS.
7 EMERGENCY EYE WASH. SEE PLUMBING DRWINGS.
8 UTILITY SINK. REFER TO PLUMBING DRAWINGS.
9 BUILT-IN UPPER/LOWER CABINETS WITH COUNTERTOP AND
SINK.
10 3' X 3' ONE-PIECE FIBERGLASS SHOWER STALL. SEE
PLUMBING DRAWINGS.
11 MOP SINK. REFER TO PLUMBING DRAWINGS.
12 18"D x 24"W 3-SIDED VENTILATED LOCKERS.
13 LOCKER BENCH.
14 EMERGENCY SHOWER/EYEWASH COMBINATION. SEE
PLUMBING DRAWINGS.
15 PROVIDE 6" DIAMETER HOLE, 4 FEET ABOVE FINISH FLOOR
BETWEEN THE SERVICING AND STORAGE ROOM. SEE DETAIL
7/A-570.
16 CONCRETE SLAB SLOPE 1/8"/FT (MINIMUM) TO FLOOR DRAIN.
SEE A-102 FOR DIMENSIONS.
GENERAL NOTES:
1. SEE SHEET A-102 FOR DIMENSIONS.
2. SEE SHEET A-001 FOR ABBREVIATIONS AND LEGEND.
3. SEE SHEET A-400 FOR ENLARGED PLAN AND INTERIOR ELEVATIONS.
4. SEE SHEET I-610 FOR FINISH SCHDULE.
5. SEE MECHANICAL AND ELECTRICAL FOR ADDITIONAL INFORMATION.
6. SLAB IS RECESSED 2" IN ROOMS STORAGE AND SERVICE AREA. SEE KEYNOTE 3.
7. COORDINATE WITH CIVIL DRAWINGS FOR CONCRETE SIDEWALK LOCATIONS
AT EXTERIOR DOORS.
8. ALL EXPOSED STRUCTURAL STEEL (BEAMS, LEDGERS, PLATES, BOLTS, ETC.), METAL
DECK, DOORS AND FRAMES, AND WINDOW FRAMES (IN STORAGE ROOM AND SERVICE
AREA ONLY) SHALL BE EPOXY PAINTED TO PREVENT CORROSION FROM THE EFFECTS OF
HYDRAZINE. EPOXY COATING SHALL BE TL-91 AT 35 TO 40 MILS APPLIED WITH PLURAL
COMPONENT SPRAY EQUIPMENT. ALL EDGES AND BOLT CONNECTIONS MUST BE STRIP
COATED. PREPARE STEEL SURFACE WITH SP10 BLAST, 1 TO 2 MIL BLAST PROFILE, PER
COATING MANUFACTURER'S INSTRUCTIONS. COATING SYSTEM AS MANUFACTURED BY
"BLOME INTERNATIONAL", O'FALLON, MO OR APPROVED EQUAL. MANUFACTURER LISTED
IS FOR REFERENCE ONLY AND IS NOT INTENDED TO LIMIT SELECTION OF SIMILAR
PRODUCT BY OTHER MANUFACTURERS. COLOR TO MATCH ADJACENT WALLS.
Room Schedule
Number Name Area
101 STORAGE
ROOM
134 SF
102 SERVICE AREA 313 SF
103 OFFICE 115 SF
104 UNISEX TOILET 115 SF
105 FIRE RISER 27 SF
106 MECH ROOM 50 SF
107 ELEC 15 SF
108 COMP. RM 32 SF
M
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IP
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AP
PR
Ad de d do or s id el ite
3/
/1
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AM-04
TOS
0"
TOM
12' - 0"
TOS
0"
TOM
12' - 0"
TOS
0"
TOM
12' - 0"
TOS
0"
TOM
12' - 0"
SHEET
IDENTIFICATION
1 2 3 4
D ra wn B y:
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e:
Pr oj ec t
N o:
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
R ev ie we d by
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S ca le
Pl ot
D at e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct io n
SA
C
R
AM
EN
TO
D
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SA
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TR
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J
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SA
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TO
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3/
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P
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DR
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FU
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TO
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BU
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F1
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K.
B ag le y
En te r R ev it Fi le N am e
9-
-0
A-201
BU
IL
DI
NG
E
LE
VA
TI
O
NS
M V
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A
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EL
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AI
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F O
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BA
SE
FI
N
A L D
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IG
N
1/4" = 1'-0"A-201
1 NORTH ELEVATION
1/4" = 1'-0"A-201
2 SOUTH ELEVATION
1/4" = 1'-0"A-201
3 EAST ELEVATION
1/4" = 1'-0"A-201
4 WEST ELEVATION
SCALE:
0 4' 8'
1/4" = 1' - 0"
4' 8'
STANDING SEAM METAL ROOF
8" SMOOTH-FACED CMU
W/ INTEGRAL COLOR.
SEE STRUCTURAL FOR
STEPPED CMU BOND
BEAM, TYP.
PERSONNEL DOOR W/ SIDELITE
STANDING SEAM METAL ROOF
8" SMOOTH-FACED CMU W/
INTEGRAL COLOR, TYP.
6'-0"W X 7'-8"H METAL INSULATED
DOUBLE DOOR
EMERGENCY SHOWER/EYEWASH
COMBINATION8'-0"W X 9'-0"H METAL INSULATED
DOUBLE DOOR
STANDING SEAM METAL
ROOF CANOPY COVER
EMERGENCY SHOWER/EYEWASH
COMBINATION
EMERGENCY SHOWER/EYEWASH
COMBINATION
STANDING SEAM METAL
ROOF CANOPY COVER
FIN. GRADE
STANDING SEAM METAL
CANOPY ROOF COVER
L1 L2
L2
BUILDING NUMBER
SIGN. SEE DET. 7/A-540
BUILDING NUMBER SIGN,
SEE DET 7/A-540
DUCT OPENING, SEE MECH.
M
AR
K D
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R
IP
TI
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AP
PR
Ad de d do or s id el ite
3/
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L2
TOS
0"
TOM
12' - 0"
A-310
A-140
TOS
0"
TOM
12' - 0"
A-310
A-310
A
SHEET
IDENTIFICATION
1 2 3 4
D ra wn B y:
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e:
Pr oj ec t
N o:
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
R ev ie we d by
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S ca le
Pl ot
D at e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct io n
SA
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En te r R ev it Fi le N am e
9-
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A-301
B U
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F O
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BA
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FI
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A L D
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1/4" = 1'-0"A-301
1 BUILDING SECTION 1
1/4" = 1'-0"A-301
2 BUILDING SECTION 2
SCALE:
0 4' 8'
1/4" = 1' - 0"
4' 8'
A-501
M
AR
K D
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R
IP
TI
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AP
PR
Ad de d do or s id el ite
3/
/1
O
R A
USE
INCHES
SIZE,
FACE
TYPEPATTERN
AIR
SYMBOL
DIFFUSER/GRILL
REMARKSSIZE,
INCHES
NECK
CFM
S1 200 10" 4-WAY CEILING 12X12 SA
S1 500 12" 4-WAY CEILING 15X15 SA
S2 500 18X8
DOUBLE
DEFLECTION DUCT MTD - SA
R1 300 10 CEILING 12X12 RA-
E1 300 10X12
EGGRATE
1"X1"X1" DUCT MTD - EA
E1 550 10X18 DUCT MTD - EA
OBD
YES
YES
YES
PROVIDE WITH AIR EXTRACTOR-
EGGRATE
1"X1"X1"
T1 - 6 CEILING 10X10 TA- -
MIN
FAN
DRIVE RPMAIR FLOW VOLTAGEMIN DIA OF
NUMBER AND
WHEELS(S) ININCHES WC
PRESSURE
EXTERNAL
FANS SCHEDULE
REMARKS
CFM
MINIMUM
SYMBOL PHASE HERTZUNIT TYPE
FAN MOTOR
HP
EF-1 600 0.375
ROOF
UPBLAST DIRECT 1 1550 1/8 120 1 60
EF-2 1650 0.5 BELT 1 1390 1/2 120 1 60ROOF
UPBLAST
EF-3 150 0.375 - 1 1050 0.85
AMP 120 1 60CEILING
EF-6 50 0.25 - 1 950 0.62
AMP
120 1 60IN-LINE
SONES
8.3
12.9
4.5
0.9
FEF-1 150 1.25 - 1 2000 1/3 120 1 60IN-LINE
WALL MTD
FEF-2 150 1.25 - 1 2000 1 60
-IN-LINE
WALL MTD
1201/3
EF-5 75 0.25 - 1 950 1 60IN-LINE 0.9
EF-4 75 0.25 - 1 950 1 60IN-LINE 0.9
0.62
AMP
0.62
AMP
PROVIDE WITH EXPLOSION PROOF MOTOR
PROVIDE WITH EXPLOSION PROOF MOTOR
PROVIDE WITH EXPLOSION PROOF MOTOR
PROVIDE WITH EXPLOSION PROOF MOTOR
FILTERS
ARI
CONDITIONSVOLTAGE
DB F
EVAP LVG
EVAPORATOR
SPLIT SYSTEM HEAT PUMP UNIT
SYMBOL REMARKS
FAN COIL SECTION
PHASEVOLTHPIN WC
STATIC PRESSURE
EXTERNAL
SENSIBLE BTUH
MIN CAPACITY
HEATER KW
AUXILLARY
ELECTRICMIN CAPACITY
BTUH REVERSE
HEATING
CYCLE
AIR
OUTDOOR
TEMP FTEMP F
OUTDOOR
AIR
WB F
EVAP ENT
DB F
EVAP ENT
COOLING
TOTAL BTUH
MIN CAPACITYMCA/
MOCP
COMPRESSOR CONDENSING
AIR FLOW NOMINAL
MCA/
HERTZMOCP PHASE
OUTDOOR SECTION MIN UNIT
SEER AT
ARI
CONDITIONS
HSPF AT
MIN UNIT
MINIMUM
CFM
MOTOR
MINIMUM
OUTSIDE
AIR CFM
FC-1
HP-1
750 0.5 1/3 208 27.8/30 20,710 17,700 67 45 115 16,460 27 5 27.8/30 208 1 60 17.0 3.9 MERV-8 4501 113
FILTER
SYMBOLWT LBS
OPERATING
MAXIMUM
MINIMUM FAN
TYPE
NUMBER AND
MIN SIZE
OF WHEELS RPM BRAKE
HP
MIN
MOTOR
HP
MIN OUTPUT
CAPACITY
KW
ENTERING
AIR TEMP
F
LEAVING
AIR TEMP
F
FUEL
TYPE
COIL
TYPE CAPACITY
BTUH
LEAVING
DB F
MAX FACE
VELOCITY
FPM
ELECTRICAL DATA
INCHES WC
PACKAGE MAKE-UP AIR WITH ELECTRIC HEATER AND DX COOLING
REMARKS
HEATING SECTIONSUPPLY FAN
PRESSURE
STATIC
EXTERNAL
CFM
AIR FLOW
SYMBOL
COOLING SECTION
MAU-1 1500 0.5 FWD 1 1010 0.44 3/4 15.5 28 60.8 ELECT DX 55,600 79 240 208 3 60 1850 MERV-8
SIZE
TON
EAT
DB, F
EAT
WB, F
72.5
LEAVING
WB F
61.8
TOTAL ROW
COIL
EER
AHRI
13.3
CAPACITY
BTUH
SENSIBLE
55,600
SIZE
KW
VOLT
PHASE
AMPS
MCA
58.6
MOCP
VOLT PHASE HERTZ
SHEET
IDENTIFICATION
1 2 3 4
D ra w n
By
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e:
Pr oj ec t
N o:
U S
AR
M
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O R
PS
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F
EN
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IN
EE
R
S
R ev ie w ed by
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S ca le
Pl ot
D at e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
M ec h/ El ec t D es ig n Se ct io n
2"
'-0
6/
/2
9:
:1
AM
HY
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FU
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TO
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BU
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KM
F1
D es ig ne r Au th or
Ap pr ov er
M
EC
H #2
-2
5-
M-601
H V
AC
S
CH
ED
UL
ES
SA
C R
AM
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TO
D
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TR
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IN
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O U
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SA
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TO
, C A
C he ck er
N
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A
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F O
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BA
SE
0%
D
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IG
N
S U
BM
IT
T A L
M
AR
K D
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C
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IP
TI
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AT
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AP
PR
F N
1'
4"
6"
FIXED LITE
7'
0"
F1
7'
0" 4"
2"
7'
8" 4"
2"
9'
0" 4"
2"
7'
0" 2"
2"
A B C D E
7'
0" 4"
2"
7'
0"
2"
4" 4'
0"
1' - 4"
F
7'
0"
2"
2" 3'
1' - 4"
G
4' - 0"
4'
0"
A-521
A-521
BLAST RESISTANT
TEMPERED WINDOW
(EXPLOSION PROOF)
L L2
1'X2' LOUVER
FIRE RATED
GLAZING
A
4' - 0"
1'
4"
A-521
A-521
2' - 0"
1'
4"
A-521
A-521
L1
A-521
L2
A-521
SHEET
IDENTIFICATION
1 2 3 4
D ra wn B y:
D es ig ne d by
Su bm itt ed b y:
Si ze
Fi le
N am e:
D at e:
Pr oj ec t
N o:
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
R ev ie we d by
US Army Corps of Engineers ®
" x
4"
C
B
A
Fi le
N o:
Pl ot
S ca le
Pl ot
D at e:
R ev
Sp ec
N o:
Su bm itt al
S ta tu s:
C hi ef
Ar ch ite ct ur al
D es ig n
Se ct io n
SA
C
R
AM
EN
TO
D
IS
TR
IC
T
SA
C
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AM
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TO
D
IS
TR
IC
T
J
S
TR
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SA
C
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AM
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TO
, C A
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N
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3/
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P
M
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DR
AZ
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FU
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TO
RA
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AN
D
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R V
IC
IN
G F
AC
IL
IT
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BU
IL
D I
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R
KM
F1
O R
A Q
U
IN
O O
R A
/s / M ar k
K.
B ag le y
En te r R ev it Fi le N am e
9-
-0
A-620
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DOOR SCHEDULE
DOOR NO. TYPE
DOOR
FIRE
RATING
FRAME
HARDWARE COMMENTS:
SIZE
MATERIAL FINISH UNDER CUT TYPE MATERIAL FINISH
DETAILS
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
101 F 8' - 0" 9' - 0" 1 3/4" HM PNT E HM PNT 1/A-520 2/A-520 9/A-520 HW-1 INSULATED DOOR
101A N 3' - 0" 7' - 0" 1 3/4" HM PNT A HM PNT 5/A-520 5/A-520 11/A-520 HW-3
102 F1 6' - 0" 7' - 8" 1 3/4" HM PNT D HM PNT 1/A-520 2/A-520 9/A-520 HW-2 INSULATED DOOR
102A F 3' - 0" 7' - 0" 1 3/4" HM PNT 1.5 HRS G HM PNT 5/A-520 5/A-520 9/A-520 SIM. HW-4 103 F 3' - 0" 7' - 0" 1 3/4" HM PNT F HM PNT 1/A-520 2/A-520 8/A-520 HW-5 INSULATED DOOR
104 F 3' - 0" 7' - 0" 1 3/4" HM PNT A HM PNT 5/A-520 5/A-520 11/A-520 HW-6
105 L 3' - 0" 7' - 0" 1 3/4" HM PNT C HM PNT 1/A-520 2/A-520 10/A-520 HW-8 INSULATED DOOR 106 L2 6' - 0" 7' - 0" 1 3/4" HM PNT C HM PNT 1/A-520 2/A-520 10/A-520 HW-7 INSULATED DOOR 107 L 3' - 0" 7' - 0" 1 3/4" HM PNT B HM PNT 1/A-520 2/A-520 10/A-520 HW-8 INSULATED DOOR 108 L 3' - 0" 7' - 0" 1 3/4" HM PNT B HM PNT 1/A-520 2/A-520 10/A-520 HW-8 INSULATED DOOR
DOOR SCHEDULE NOTES:
1. DOOR REFERENCED IN THE DOOR SCHEDULE CAN BE FOUND IN A-101.
2. HARDWARE SETS (HW) NOTED ON THIS SCHEDULE CAN BE FOUND IN SPECS SECTION 08 71 00 (TO BE
PROVIDED IN THE NEXT SUBMITTAL).
3. HARDWARE SHALL BE PROVIDED AS REQUIRED AND CONFORM TO BHMA/ANSI.
4. DOOR HARDWARE SHALL BE GRADE I.
5. LOCK AND LATCHES SHALL CONFORM TO ANSI 156.2.
6. ALL STEEL DOORS FOR MAIN ENTRANCE AND CIRCULATION ARE TO BE MAXIMUM DUTY DOOR, LEVEL 4.
ALL OTHER STEEL DOORS ARE HEAVY DUTY DOOR, LEVEL 2.
DOOR TYPES WINDOW YPES
DOOR FRAME TYPES
WINDOW/LOUVER SCHEDULE
Mark
R.O. FRAME DETAILS
Sill Height Remarks (See Notes Below)Width Height Finish Materi al Head Jamb Sill
10 1' - 4" 4' - 0"
A 4' - 0" 4' - 0" ANOD ALUM 2/A-521 3/A-521 4/A-521 3' - 0"
L1 2' - 0" 1' - 4" ANOD ALUM 5/A-521 6/A-521 7/A-521 10' - 0"
L2 4' - 8" 1' - 4" ANOD ALUM 5/A-521 6/A-521 7/A-521 10' - 0" SEE NOTE 1
LOUVER SCHEDULE NOTES:
1. FOR L2 LOUVER TYPE WITHOUT FURRING WALL, SEE DETAILS 2,3 & 4/A-521 (SIMILAR).
2. SEE A-521 FOR REFERENCED DETAILS.
3. SEE A-201 AND MECHANICAL DRAWINGS FOR LOUVER LOCATIONS.
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LOUVER TYPES
AM-04
| SF-30 |
| A-101 |
| Sheets |
| A-101 - FLOOR PLAN |
| A-201 - BUILDING ELEVATIONS |
| A-301 - BUILDING SECTION |
| A-620 - DOOR SCHEDULE |
| A-201 |
| Sheets |
| A-101 - FLOOR PLAN |
| A-201 - BUILDING ELEVATIONS |
| A-301 - BUILDING SECTION |
| A-620 - DOOR SCHEDULE |
| A-301 |
| Sheets |
| A-101 - FLOOR PLAN |
| A-201 - BUILDING ELEVATIONS |
| A-301 - BUILDING SECTION |
| A-620 - DOOR SCHEDULE |
| M-601_rev |
| A-620 |
| Sheets |
| A-620 - DOOR SCHEDULE |
File details come from the government source that posted it.