2-Fire Station 15 Drawings.pdf
PDF 7 MB Posted
- Attached to
- Fire Station 15 Roof Renovation Project
- Solicitation number
- 269-2026-201
- Issued by
- Mecklenburg County, Charlotte City, North Carolina
About this file
This is a construction drawings document for the City of Charlotte Fire Station 15 Roof Renovation Project located at 3617 Frontenac Avenue, Charlotte, North Carolina. The project involves the removal and replacement of existing roof systems across four designated roof areas (01.01, 01.02, 01.03, and 01.04) down to the deck level, with installation of new roof assemblies featuring tapered isocyanurate insulation, gypsum cover board, two-ply modified bitumen membranes, and walk pads at specified locations. The scope of work includes cleaning and painting all gas lines and ladders on the roof structure. Roof Area 01.01 consists of 2.2 inches of isocyanurate and 1 inch of perlite insulation in the existing system, to be replaced with 1.5 inches of isocyanurate, tapered isocyanurate averaging 1.4 inches, and a gypsum cover board, increasing the R-value from 18.05 to 19.67. Roof Areas 01.02 and 01.03 undergo similar upgrades with corresponding improvements in thermal performance. The drawings specify detailed installation requirements including venting base sheets, mechanical fastening patterns, and modifications to existing building penetrations such as soil stacks, gas lines, exhaust ducts, and turbine vents.
The project includes comprehensive architectural and mechanical specifications across eight drawing sheets, detailing assembly configurations, flashing details, wall penetrations, gutter edge treatments, expansion joint requirements, and wind uplift calculations. Roof wind loads vary by area and zone, ranging from 21.6 PSF to 72.8 PSF with internal pressure coefficients of +0.18 and -0.18. The contractor is responsible for engaging a licensed and bonded mechanical contractor to raise the existing gas line a minimum of 8 inches above the roof surface, removing abandoned penetrations and sleepers, installing new slip pads for communication antenna components, and ensuring the communication antenna remains operational during construction. The drawings indicate that Roof Area 01.04 is not included in the contract scope. The project includes detailed specifications for walk pad installation to prevent impedance to water flow and the fabrication of stainless steel splash pans and downspouts per manufacturer recommendations.
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Other files
| File | Type | Posted |
|---|---|---|
| 4-Bid Forms and Supplements- Fire Station 15.pdf | ||
| 1-Project Manual- Fire Station 15.pdf | ||
| 3-Advertisement- Fire Station 15.pdf |
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Text version
FOR CONSTRUCTION
CO1
BUILDING PLAN
SCALE: 18" = 1'-0"
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LEGEND
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- CONDENSATION LINE
- GAS LINE
- GUTTER
- ELECTRICAL CONDUIT
- EXPANSION JOINT
- PVC PIPE
LINETYPE LEGEND
COVER SHEET
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CITY OF CHARLOTTE
FIRE STATION 15
ROOF RENOVATION PROJECT
3617 FRONTENAC AVE.,
CHARLOTTE, NC
ARIEL VIEW
SITE VIEW
PROJECT LOCATION
ROOF AREA
01.03
ROOF AREA
01.02
ROOF AREA
01.01
ROOF AREA
01.04
CO1 COVER SHEET
AP01 APPENDIX - B
DP01 DETAIL PLAN
R-1 DETAILS
R-2 DETAILS
TP01 TAPER & WALK PAD PLAN
WU01 WIND UPLIFT PLAN
LIST OF DRAWINGS
FIRE STATION 15
NOT IN THE PROJECT
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DESCRIPTION
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DATE
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MARK
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DATE: 5-11-2025
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SEAL
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OWNER
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SHEET TITLE
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PAGE NUMBER
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SOIL VENT
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CURB FAN
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VENT
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HOT STACK
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CURB
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LADDER
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ROOF DRAIN
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SCUTTLE
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SPLASH PAN
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SCUPPER
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SAMPLE
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PENETRATION
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COLLECTOR HD
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SLEEPER
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REMOVE
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DETAIL TARGET
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DETAIL
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DOWN SPOUT
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APPENDIX -B
AP01
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Charlotte Fire Station #15
Roof Area…01.01
EXISTING ROOF SYSTEM
MATERIAL PRODUCT WEIGHT R-VALUE COMMENTS
Interior Air Film Interior Air Film N/A 0.61 Deck Gypsum Pour N/A 1.65 Insulation 2.2" Isocyanurate 0.41 12.60 Insulation 1" Perlite 0.75 2.78 Membrane 2 ply Mod Bit 2.00 0.24 Exterior Air Film Exterior Air Film N/A 0.17
TOTAL 3.16 18.05
Roof Area…01.01
PROPOSED ROOF SYSTEM
MATERIAL PRODUCT WEIGHT R-VALUE COMMENTS
Interior Air Film Interior Air Film N/A 0.61 Deck Gypsum Pour N/A 1.65 Venting Base Venting Base 0.20 0.15 Insulation 1 1/2" Isocyanurate 0.31 8.60 Insulation Tapered Isocyanurate 0.29 8.00 Average 1.4" Cover Board 1/4" Gypsum 1.00 0.25 Membrane 2 ply Mod Bit 2.00 0.24 Exterior Air Film Exterior Air Film N/A 0.17
TOTAL 3.80 19.67
Charlotte Fire Station #15
Roof Area…01.02
EXISTING ROOF SYSTEM
MATERIAL PRODUCT WEIGHT R-VALUE COMMENTS
Interior Air Film Interior Air Film N/A 0.61 Deck Gypsum Pour N/A 1.65 Insulation 1.75" Isocyanurate 0.35 10.00 Insulation 1" Perlite 0.75 2.78 Membrane 2 ply Mod Bit 2.00 0.24 Exterior Air Film Exterior Air Film N/A 0.17
TOTAL 3.10 15.45
Roof Area…01.02
PROPOSED ROOF SYSTEM
MATERIAL PRODUCT WEIGHT R-VALUE COMMENTS
Interior Air Film Interior Air Film N/A 0.61 Deck Gypsum Pour N/A 1.65 Venting Base Venting Base 0.20 0.15 Insulation 1 1/2" Isocyanurate 0.31 8.60 Insulation Tapered Isocyanurate 0.29 8.00 Average 1.4" Cover Board 1/4" Gypsum 1.00 0.25 Membrane 2 ply Mod Bit 2.00 0.24 Exterior Air Film Exterior Air Film N/A 0.17
TOTAL 3.80 19.67
Charlotte Fire Station #15
Roof Area…01.03
EXISTING ROOF SYSTEM
MATERIAL PRODUCT WEIGHT R-VALUE COMMENTS
Interior Air Film Interior Air Film N/A 0.61 Deck Gypsum Pour N/A 1.65 Insulation 2.0" Isocyanurate 0.38 11.40
1.75" Isocyanurate 0.35 10.00 Average taper 1.75" Insulation 1" Perlite 0.75 2.78 Membrane 2 ply Mod Bit 2.00 0.24 Exterior Air Film Exterior Air Film N/A 0.17
TOTAL 3.48 26.85
Roof Area…01.03
PROPOSED ROOF SYSTEM
MATERIAL PRODUCT WEIGHT R-VALUE COMMENTS
Interior Air Film Interior Air Film N/A 0.61 Deck Gypsum Pour N/A 1.65 Venting Base Venting Base 0.20 0.15 Insulation 1 1/2" Isocyanurate 0.31 8.60 Insulation Tapered Isocyanurate 0.44 13.80 Average taper 2.4" Cover Board 1/4" Gypsum 1.00 0.25 Membrane 2 ply Mod Bit 2.00 0.24 Exterior Air Film Exterior Air Film N/A 0.17
TOTAL 3.95 25.47
FOR CONSTRUCTION
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SEAL
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PAGE NUMBER
DATE: 5-11-2025
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DETAIL PLAN
SCALE: 3/16" = 1'-0"
DETAIL PLAN
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ROOF AREA
01.03
ROOF AREA
01.02
ROOF AREA
01.04
NOT IN CONTRACT
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SEE NOTE #1
SEE NOTE #2
1 - CONTRACTOR TO EMPLOY A LICENSED AND BONDED
MECHANICAL CONTRACTOR TO RAISE EXISTING GAS LINE
A MIN. 8" ABOVE THE ROOF SURFACE.
2 - CONTRACTOR TO REMOVE EXISTING SLEEPER.
3 - CONTRACTOR TO REMOVE ABANDONED PENETRATION.
COVER OPENING W/ 18 GA. GALVANIZED STEEL PLATE. SEE DETAIL
8/R-1.
4 - CONTRACTOR TO WIRE BRUSH EXISTING LADDER, APPLY
ONE COAT OF METAL PRIMER AND TWO COATS OF ENAMEL.
(COLOR BY OWNER)
5 - CONTRACTOR TO WIRE BRUSH EXISTING GAS LINE, APPLY
ONE COAT OF METAL PRIMER AND TWO COATS OF ENAMEL.
(COLOR BY OWNER). INSTALL GAS LINE MOUNTS AT 10' O.C.
MAXIMUM. SEE DETAIL 6/R-2.
6 - CONTRACTOR TO REMOVE EXISTING ABANDONED CURB AND
REPAIR DECK PER DETAIL 6/R-1.
7- BRUSH CLEAN EXISTING EXHAUST DUCT AND APPLY
ONE COAT OF METAL PRIMER AND TWO COATS OF ENAMEL.
(COLOR BY OWNER).
8- COMMUNICATION ANTENNA TO REMAIN IN-PLACE DURING ROOFING.
INSTALL NEW SLIP PADS AT ROOF CONTACT AREAS AND RE-USE
EXISTING BALLAST. THE COMMUNICATION ANTENNA MUST REMAIN IN
SERVICE DURING CONSTRUCTION. THE CONTRACTOR SHALL WORK
WITH THE OWNER ON MEANS TO RAISE/RELOCATE THE
COMMUNICATION ANTENNA DURING CONSTRUCTION. THE
MOVING/RAISING IS PART OF THE CONTRACTOR'S BASE BID.
DP01
SEE NOTE #3
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SEE NOTE #4
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R-2
R-1
R-1
R-1
R-1
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R-1
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R-1
SEE NOTE #3
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SEE NOTE #5
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ASSEMBLY DETAIL
SCALE: 1-1/2" = 1'
NEW 18" PER FOOT TAPERED ISOCYANURATE
INSULATION (112" MIN.) SET IN FOAM INSULATION
ADHESIVE.
1/4" FIBERGLASS REINFORCED SILICON IMPREGNATED
GYPSUM BOARD SET IN FOAM INSULATION ADHESIVE
MODIFIED BITUMEN CAP SHEET SET IN ADHESIVE
MODIFIED BITUMEN BASE SHEET SET IN ADHESIVE
EXISTING GYPSUM DECK
VENTING BASE SHEET MECHANICALLY ATTACHED TO
MEET REQUIRED WIND UPLIFT PER UL OR FM GLOBAL
R-1
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ROOF AREA
01.01
DP01
R-2
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NOTES
1 12" ISOCYANURATE BASE INSULATION
SET IN FOAM INSULATION ADHESIVE
SEE NOTE #8
SEE NOTE #7
SEE NOTE #7
SEE NOTE #5
SEE NOTE #5
SEE NOTE #5
SEE NOTE #5
SEE NOTE #5
SEE NOTE #5
SEE TP01 FOR LOCATION OF
WALK PADS
FOR CONSTRUCTION
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SEAL
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EXPANSION JOINT DETAIL
SCALE: 1-1/2" = 1'
16 OZ COPPER BOOT. CAP
MUST EXTEND INTO PIPE 1"
VENT STACK
MODIFIED BITUMINOUS
CAP SHEET
MODIFIED BITUMINOUS
STRIPPING PLY
NEW INSULATION SYSTEM
SET 4" COPPER FLANGE IN
A SOLID LAYER OF ROOF
CEMENT. PRIME FLANGE
BEFORE STRIPPING
NEW MODIFIED
BITUMINOUS
BASE SHEET
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SOIL STACK DETAIL
SCALE:1 1/2" = 1'
ADD F.T. WOOD BLOCKING AS
NECESSARY TO MAINTAIN 8"
MINIMUM FLASHING HEIGHT
8"
MIN.
NEW INSULATION
RIVET CORNERS @ 1" O.C.
NEW CANT STRIP
26 GA. STAINLESS STEEL COUNTER
FLASHING FASTENED @ 9" O.C. MIN 2
FASTENERS PER SIDE
NEW MODIFIED BITUMINOUS
BASE SHEET
MODIFIED BITUMINOUS
FLASHING MEMBRANE
MODIFIED BITUMINOUS
CAP SHEET
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TYPICAL CURB DETAIL
SCALE:1 1/2" = 1'
EXISTING VENT CAP
EXISTING
EXISTING
SEALANT FLASHING MEMBRANE
AS SPECIFIED
SET FLANGE IN SOLID
BED OF ROOF CEMENT
MODIFIED BITUMINOUS
TARGET SHEET
MODIFIED BITUMINOUS
CAP SHEET
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HOT VENT DETAIL
SCALE: 3" = 1'
R-1
WALL FLASHING DETAIL
SCALE: 3" = 1'
NEW 24 GA. PRE-FINISHED COUNTER
FLASHING FASTENED TO RECEIVER @
12" O.C. W/ #8 S.S. SCREW
NEW 24 GA. PRE-FINISHED
REGLET W/ RECEIVER .
MODIFIED BITUMINOUS
FLASHING MEMBRANE
NEW CANT STRIPNEW MODIFIED BITUMINOUS
MEMBRANE SYSTEM
NEW INSULATION
SYSTEM
8" MIN
SEALANT
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GUTTER EDGE DETAIL
SCALE: NONE
NEW F.T. WOOD BLOCKING FASTENED @
12" O.C. W/ 1/4" MASONRY SCREWS @ 16"
O.C.
SEALANT
24 GA. PRE-FINISHED
STEEL DRIP EDGE
18 GA. STAINLESS STEEL
GUTTER BRACKETS @ 24" O.C.
#8 S.S. SCREW
SELF ADHERING WATERPROOFING
MEMBRANE
5"x 5"x 24GA. PRE-FINISHED
STEEL GUTTER
MODIFIED BITUMEN
STRIP-IN PLY
NEW TAPERED
INSULATION SYSTEM
DRIVE ON COVER
GUTTER SECTIONS MUST LAP MIN. 2 1/2"
EXPANSION JOINT:
MAX 50' O.C. - MUST
ALLOW +/- 1" MOVEMENT
END CAPS - RIVETED
& SEALED IN PLACE
24 GA. PRE-FINISHED STEEL
SKIRT FLASHING
NEW MODIFIED BITUMEN
MEMBRANE SYSTEM
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CURB REMOVAL & DECK REPAIR DETAIL
SCALE: 3" = 1'-0"
18 GA. GALV STEEL PLATE
8" GYPSUM BOARD
4" FIRE TREATED PLYWOOD
EXISTING GYPSUM POUR
18 GA. GALVANIZED STEEL ZEE
SET IN BED OF ROOF CEMENT
4"Ø X 2" CONCRETE ANCHOR @ 8" O.C.
FASTENING PATTERN
#12 x 2 12"
TYPICAL
#8x 12" SHEET
METAL SCREW
18 GA. GALV. STEEL ZEE
6" 6"
2"
NEW CANT STRIP
FLASHING MEMBRANE
INSTALL 34" F.T. PLYWOOD
PER SPECIFICATIONS
22 GA. GALVANIZED CLEAT
FASTENED @ 9" O.C. WITH
GROMMETED FASTENERS
ALLOW 1" MOVEMENT
24 GA. PRE-FINISHED STEEL EXPANSION
JOINT COVER - FASTEN @ 12" O.C. W/
APPROPRIATE FASTENERS
SELF ADHERING WATERPROOFING
MEMBRANE
24 GA, PRE-FINISHED FLASHING
FASTEN @ 12" O.C. W/ #12 SCREWS
W/ GROMMETS
TUCK FLASHING UNDER EXISTING
COPING 12" MIN.
EXISTING FLASHING
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DECK REPAIR DETAIL
SCALE: 3" = 1'-0"
EXISTING GYPSUM POUR
18 GA. GALVANIZED STEEL ZEE
SET IN BED OF ROOF CEMENT
4"Ø X 2" CONCRETE ANCHOR
@ 8" O.C. MIN. 2 PER SIDE
< 12"
18 GA. GALVANIZED STEEL PLATE
SET IN BED OF ROOF CEMENT
FOR CONSTRUCTION
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SPLASH PAN DETAIL
SCALE: 1-1/2" = 1'
1"
SPLASH PANS TO BE FABRICATED FROM 26 GA. STAINLESS STEEL,
AND SET ON WALK PAD EXTENDING 4" PAST PAN IN ALL DIRECTIONS.
ADHERE SPLASH PAN TO WALK PAD AND WALK PAD TO ROOF SURFACE.
POSITION DIRECTLY UNDER DOWNSPOUT
DOUBLE METAL AT TOP
& ENDS FOR RIGIDITY
4" FLANGE ON EACH SIDE
OF SPLASH PAN
SOLDER WATER BREAKS TO PAN BASE AND
CLOSE ENDS APPROX. 1" FROM PAN SIDES
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DOWNSPOUT DETAIL
SCALE: 1-1/2" = 1'
3/16" POP RIVETS @ 1" O.C.
PRE-FINISHED STEEL HANGER STRAP
@ 6' O.C. - MECHANICALLY
ATTACHED W/ 1/4" DRIVE PINS
4"X4" X 22 GA. PRE-FINISHED
STEEL DOWNSPOUT
10"
3'
4"
8"
1'-3"
STARTER TUBE
FILL FLANGE CORNERS
AND SOLDER
MECHANICAL CLAMP
16 OZ. COPPER
WEATHER CAP SOLDERED
16 OZ. COPPER PITCH PAN
STRIPPING MEMBRANE
AS SPECIFIED
ROOF MEMBRANE
AS SPECIFIED
SET FLANGE IN A SOLID
LAYER OF ROOF CEMENT
FILL 1/2 W/ CEMENTITIOUS
GROUT THEN FILL TO TOP
W/ POURABLE SEALER
4"
SEALANT
TO COLLAR
CONTRACTOR TO TAPE PRIOR
CAP SHEET
MODIFIED BITUMINOUS
TARGET SHEET
MODIFIED BITUMINOUS
WHERE MULTIPLE PENETRATIONS EXIST
CONTRACTOR MAY USE A FLAT TWO
PIECE WEATHER CAP
TO FILLING & REMOVE TAPE
AFTER COMPLETE
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PITCH PAN DETAIL
SCALE: 1-1/2" = 1'
COVERLETS TO FIT TIGHT TO
PENETRATION
16 OZ. COPPER TOP: SLOPE COVER
AWAY FROM PENETRATIONS
FASTEN TO BASE 12" O.C. MIN. TWO
FASTENERS PER SIDE
16 OZ COPPER CLOSURE W/ MIN
4" WIDE BASE FLANGE SOLDER
ALL JOINTS WATERTIGHT
MIN. 8" WIDE MODIFIED STRIPPING
PLY OVER CAP SHEET
SET FLANGE IN A SOLID LAYER OF
ROOF CEMENT - PRIME FLANGE
BEFORE STRIPPING
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UTILITY CLOSURE DETAIL
SCALE: NONE
SEE DP01 FOR GAS
LINE MODIFICATIONS
R-2
PITCH PAN DETAIL
SCALE: 1-1/2" = 1'
EXISTING ELECTRICAL
PANEL
EXISTING FLASHING
RECEIVER
SEALANT
NOTE CUT AWAY
SHOWN FOR CLARITY
16 OZ COPPER PITCH PAN
SET FLANGE IN A SOLID
LAYER OF ROOF CEMENT
STRIP-IN PLY
TARGET SHEET
FILL 12 W/ CEMENTITIOUS
GROUT THEN FILL TO TOP
W/ POURABLE SEALERNEW C'FLASHING
GAS PIPING
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GAS LINE STAND
SCALE 1-1/2" = 1'
SLIP PAD AS REQUIRED BY
MATERIALS MANUFACTURER
NEW MEMBRANE AS
SPECIFIED
GAS PIPE STAND W/ ADJUSTABLE HT.
SEE SPECIFICATIONS
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EXHAUST FAN DETAIL
SCALE 1-1/2" = 1'
EXISTING EXHAUST FAN
EXHAUST FAN BASE
TWO NEW P.T.
WOOD BLOCKS
FASTEN BASE TO
WOOD BLOCKING
W/ 14" LAG SCREWS
R-2
DUCT DETAIL
SCALE 1-1/2" = 1'
R-2
TURBINE VENT DETAIL
SCALE 1-1/2" = 1'
SLIP PAD AS REQUIRED
BY MATERIALS MFG
SET FLANGE IN A SOLID
LAYER OF ROOF CEMENT
STRIP-IN PLY
TARGET SHEET
CONTRACTOR TO REPLACE
EXISTING TURBINE VENT W/
NEW ALUMINUM TURBINE W/
4" FLANGE
SEALANT
EXISTING DUCT
16 OZ. COPPER PITCH PAN
CONTRACTOR TO TAPE PRIOR
TO FILLING & REMOVE TAPE
AFTER COMPLETE
FILL 12 W/ CEMENTITIOUS
GROUT THEN FILL TO TOP
W/ POURABLE SEALER
SEALANT
16 OZ. COPPER
WEATHER CAP
EXISTING BRACKET
NEW P.T. 4" X 4"
SLIP PAD
FASTEN W/ # 12 SCREWS
STRIP-IN PLY
F.T. WOOD BLOCKING
FASTENED TO DECK W/
TAPCONS
FASTEN TURBINE TO
WOOD BLOCKING W/
# 12 WOOD SCREWS
MIN. 6 PLACES
R-2
EXHAUST DUCT DETAIL
SCALE 1-1/2" = 1'
NEW P.T. WOOD BLOCK
SLIP PAD AS REQ'D
BY MATERIALS MFG
EXISTING EXHAUST DUCT
EXISTING EXHAUST
DUCT STRAP
FASTEN W/ 1
4" LAG BOLTS
REPLACE THE
TURBINE VENTS
FOR CONSTRUCTION
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COPYRIGHT
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DRAWN BY:JB
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CHK'D BY:
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DESCRIPTION
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DATE
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MARK
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CAD DWG FILE:
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XXXXXXXXX
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SEAL
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OWNER
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SHEET TITLE
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PAGE NUMBER
H
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AC
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TP01
TAPER & WALK PAD PLAN
SCALE: 3/16" = 1'-0"
TAPER & WALK PAD
TP01
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ROOF AREA
01.03
ROOF AREA
01.02
ROOF AREA
01.01
ROOF AREA
01.04
NOT IN CONTRACT
8" PER FOOT
8" PER FOOT
1 8" P
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1 8" P
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8" PER FOOT
1 8" P
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1 8" P
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1 8" P
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1 8" P
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1 8" P
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1 8" P
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8" PER FOOT
8" PER FOOT
8" PER FOOT
8" PER FOOT
8" PER FOOT
1 - CONTRACTOR TO INSTALL WALK PAD PER MANUFACTURERS
RECOMMENDATIONS AND IN SUCH A WAY AS NOT TO IMPEDE THE
FLOW OF WATER.
NOTES
SEE NOTE #1
SEE NOTE #1
SEE NOTE #1 WALK PADS
TYPICAL
FOR CONSTRUCTION
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COPYRIGHT
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DRAWN BY: JB
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CHK'D BY:
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DESCRIPTION
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DATE
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MARK
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CAD DWG FILE:
AutoCAD SHX Text 0-00-0000
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XXXXXXXXX
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SEAL
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OWNER
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SHEET TITLE
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PAGE NUMBER
WU01
WIND UPLIFT PLAN
SCALE: 3/16" = 1'-0"
WIND UPLIFT PLAN
WU01
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ROOF AREA
01.03
ROOF AREA
01.02
ROOF AREA
01.01
ROOF AREA
01.04
NOT IN CONTRACT
HEIGHT = 11 FT
HEIGHT = 16 FT
HEIGHT = 11 FT
7'
7'
7'
7'
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
7'-1"
7'-1" 7'-1"
7'-1"
7'-1"
7'-1" 7'-1"
7'-1" 3'-6"3'-6"
3'-6" 3'-6"
3'-6"3'-6"
3'-6"3'-6"
6'
6'
3'
3'
6'
6'
3'
3'
3'
3'
3'
3'
3'-6" 3'-6"
3' 3'
ROOF WIND LOAD 01.01
Zone 1
-21.6 PSF
Zone 2
-35.3 PSF
Zone 3
-57.4 PSF
ROOF WIND LOAD 01.02
Zone 1
-29.8 PSF
Zone 2
-46.8 PSF
Zone 3
-72.8 PSF
ROOF WIND LOAD 01.03 & 01.04
Zone 1
-21.6 PSF
Zone 2
-34.4 PSF
Zone 3
-56.0 PSF
INTERNAL PRESSURE COEFFICIENT (GCPi) : +0.18 , - 0.18INTERNAL PRESSURE COEFFICIENT (GCPi) : +0.18 , - 0.18INTERNAL PRESSURE COEFFICIENT (GCPi) : +0.18 , - 0.18
FOR CONSTRUCTION
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DESCRIPTION
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DATE
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MARK
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CAD DWG FILE:
AutoCAD SHX Text 0-00-0000
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XXXXXXXXX
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SEAL
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OWNER
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SHEET TITLE
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PAGE NUMBER
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| Sheets and Views |
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| AP01 |
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| DP01 |
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| R-1 |
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| R-2 |
| TP01 |
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| WU01 |
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| WU01 |
File details come from the government source that posted it. Updated .