TE_1_PAN_New_Roof_Sys.pdf
PDF 2 MB Posted
- Solicitation number
- W912CL13R0008
About this file
Technical Exhibit 1 shows roof details for the requested new roof projects.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| TE_4_Roof_Item_List.xlsx | XLSX spreadsheet | |
| TE_3_PAN_MP_Roof_Structure.pdf | ||
| TE_2_PAN_Escobal_Clinic_Roof_Sketch.pdf | ||
| W912CL13R0008_Roofing_BTH13_PAN_Proj.doc | DOC document |
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Text version
B e yo n d
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SECTION VIEW
1. ROOFING METAL, NET COVERAGE: 36".
2. CORRUGATED STEEL PANEL WITH 4 1-1/4" DEEP NARROW RIBS.
3. DISTANCE BETWEEN RIBS 12" WITH 2 STIFFENING FLUTES BETWEEN RIBS.
4. MANUFACTURED FROM GALVALUMEN STEEL.
5. COLOR: WHITE
6. THICKNESS: 24 GAUGE.
7. TOLERANCE +/- 1/16"
ROOFING PANELS
SCALE: 3" - 1'-0"
LEADING EDGE TRIM
SCALE: 6" - 1'-0"
LEADING EDGE TRIM
1. MANUFACTURED FROM GALVALUMEN STEEL.
2. COLOR: WHITE
3. THICKNESS: 24 GAUGE.
4. TOLERANCE: +/- 1/16"
5. LENGTH: 18'-0"
ROOF RIDGE CAP
1. MANUFACTURED FROM GALVALUMEN STEEL.
2. COLOR: WHITE
3. THICKNESS: 24 GAUGE.
4. TOLERANCE: +/- 1/16"
5. LENGTH: 12'-3"
SECTION VIEW
SCALE: 3" - 1'-0"
GABLE END JAMB TRIM GABLE END BASE TRIM
SCALE: 6" - 1'-0" SCALE: 6" - 1'-0"
GABLE END JAMB TRIM GABLE END BASE TRIM
1. MANUFACTURED FROM GALVALUMEN STEEL.
2. COLOR: WHITE
3. THICKNESS: 24 GAUGE.
4. TOLERANCE: +/- 1/16"
5. LENGHT: 14'-0"
1. MANUFACTURED FROM GALVALUMEN STEEL.
2. COLOR: WHITE
3. THICKNESS: 24 GAUGE.
4. TOLERANCE: +/- 1/16"
5. LENGTH: 10'-4"
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SECTION VIEW
1. STEEL C-CHANNEL, COLD-ROLLED
2. GALVANIZED G90
3. 14 GAUGE, 6C2,
4. 1/8" RADIUS IN ALL CORNERS
5. TOLERANCE +/- 1/16"
CEES- RAFTERS
1. FASCIA, METAL TRACK TO FIT OVER 6" STEEL C-CHANNEL RAFTER, COLD-ROLLED
2. 14 GAUGE, GALVANIZED G90
3. FASCIA TO CUT TO 19'-0" LONG
4. TOLERANCE: +/- 1/16"
5. LENGTH: 18'-0"
FASCIA C-CHANNEL
SECTION VIEW
1. PURLIN, STEEL HAT CHANNEL, COLD ROLLED
2. 14 GAUGE, GALVANIZED G90
3. TOLERANCE +/- 1/16"
1. HAT PURLIN FASCIA, CAP PIECE, COLD ROLLED
2. TO FIT OVER PURLIN
3. 14 GAUGE, GALVANIZED G90
4. TOLERANCE +/- 1/16"
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GABLE END BASE ANCHOR (S)
fab from
" x 5" flat bar
GABLE END BASE ANCHOR (R)
fab from
" x 3" flat bar x 1
Slot x 1
Slot x 1
Slot
TRUSS BASE ANCHOR (P)
fab from
" x 5" flat bar
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1. "5/8"-11, ZINC COATED
2. MIN. 3" THREAD LENGHT
3. 8" LONG
4. ANGLE 17 DEGREES
5. TOLERANCE +/- 1/16"
ANGLE "J" BOLT
1.
in threaded rod bolt (Min 36 KSI Steel)
2. 2-1/8 in x 2-1/8 in plate, in thick, in diam hole, center
3. Tack weld nut to rod and tack weld nut to plate
4. After tack welding galvanize threaded bolt, plate, and nut
STRAIGHT THREADED
BOLT
TOP VIEW
FRONT VIEW
SIDE VIEW
1. MATERIAL: 1/4" FLATBAR
2. DEBUR ALL CORNERS
3. HOT DIP GALVANIZED
4. TOLERANCE +/- 1/16"
TOP VIEW
FRONT VIEW
SIDE VIEW
1. MATERIAL: 1/4" FLATBAR
2. DEBUR ALL CORNERS
3. HOT DIP GALVANIZED
4. TOLERANCE +/- 1/16"
ANCHOR LAYOUT
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NOTES:
1. USE 18 STRAIGHT THREADED BOLT.
Escobal Health Center
39'-2" (Clinic)
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NOTES:
1. USE 18 STRAIGHT THREADED BOLT.
Achiote clinic
Escobal Dorms
Palmas Bellas Administration Building
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NOTES:
1. USE 8 inches J-Bolts
Achiote 5 Stall Latrine
Palmas Bellas 5 Stall Latrine
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TRUSS ASSEMBLY LAYOUT
TAL
Escobal Health Center
C.L.
of
TRUSS
C.L.
of
TRUSS
C.L.
of
TRUSS
C.L.
of
TRUSS
FACE of
BLDG
FACE of
BLDG
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B L
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B L
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A B
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B L
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(A3) DIAGONAL BRACING
(A3) DIAGONAL BRACING(A3) DIAGONAL BRACING
(A3) DIAGONAL BRACING (A4) DIAGONAL BRACING
(A4) DIAGONAL BRACING (A4) DIAGONAL BRACING (A4) DIAGONAL BRACING
(A4) DIAGONAL BRACING(A4) DIAGONAL BRACING
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TRUSS ASSEMBLY LAYOUT
TAL
Achiote clinic
Escobal Dorms
Palmas Bellas Administration Building
C.L.
of
TRUSS
C.L.
of
TRUSS
FACE of
BLDG
FACE of
BLDG
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B L
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B L
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P L
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A B
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B L
Y
(A6) DIAGONAL BRACING
(A6) DIAGONAL BRACING
(A4) DIAGONAL BRACING
(A4) DIAGONAL BRACING
A
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B L
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(A6) DIAGONAL BRACING
(A6) DIAGONAL BRACING
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NOTES:
1. USE 8 inches J-Bolts
Achiote 5 Stall Latrine
Palmas Bellas 5 Stall Latrine
HAT CHANNEL
FASCIA, H1
FASCIA, H1
PURLIN P2 PURLIN P1
PURLIN P2
PURLIN P1
PURLIN P1 PURLIN P2
PURLIN P1 PURLIN P2
PURLIN P1
PURLIN P2
HAT CHANNEL
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SECONDARY FRAMING PLAN
SFP
Escobal Health Center
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1-6" CEE PURLIN
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
(A1)
A
A
(A3)DIAGONAL BRACING END BAY
(A4)
B2 B2 B2 B2
B2
B2-6-1/8" CEE PURLIN
B2 B2
(A4)
(A4)DIAGONAL BRACING MID BAY
(A3)
(A3) (A4) (A4) (A4) (A3)
(A1) (A1) (A1)
B2, FASCIA
B1
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B2
B4
SECONDARY FRAMING PLAN
SFP
FASCIA, B2
B4-6" CEE PURLIN
A
(A4)
Achiote clinic
Escobal Dorms
Palmas Bellas Administration Building
B4
B4
B4
B4
B4
B2
B4
B4-6" CEE PURLIN
B4
B4
B4
A
A
A
(A6)DIAGONAL BRACING END BAY
(A4)DIAGONAL BRACING MID BAY
(A6)DIAGONAL BRACING END BAY
B2
B4
B4-6" CEE PURLIN
B4
B4
B4
B4
B4
B2
B4
B4-6" CEE PURLIN
B4
B4
B4
(A6) (A6)
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NOTES:
1. USE 8 inches J-Bolts
Achiote 5 Stall Latrine
Palmas Bellas 5 Stall Latrine
FASCIA, B2
HAT CHANNEL
FASCIA, H1
HAT CHANNEL
FASCIA, H1
B
R
A F
T E
R
PURLIN P2 PURLIN P1
B
R
A F
T E
R
B
R
A F
T E
R
B
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A F
T E
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B
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A F
T E
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B
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A F
T E
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B
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A F
T E
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B
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A F
T E
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B
R
A F
T E
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B
R
A F
T E
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PURLIN P2
PURLIN P1
PURLIN P1 PURLIN P2
PURLIN P1 PURLIN P2
PURLIN P1
PURLIN P2
FASCIA, B2
FASCIA, B2
FASCIA, B2
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F
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J
A
K
K1
L
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P
R
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T
R
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T
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R
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U
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A
P
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(TYPICAL) 5 EA.
L
TRUSS ASSEMBLY
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B L Y
TOP VIEW
CROSS SECTION
TRUSS DETAILS
TA
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AA
A K
L
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C
K
A
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Scale: 6"=1'-0" Scale: 6"=1'-0"
Scale: 6"=1'-0"
Scale: 3"=1'-0"
C
D
G
H
K
J
N
L
M
S
R
S
R
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S
T
(TYPICAL) 12 EA.
GABLE ASSEMBLY
GA
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S G
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TOP VIEW
CROSS SECTION
R
A
L
M
G
D
D
GABLE DETAILS
GA
C
A
A
C
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S G
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D E
T A
IL
S
Leading edge trim
Fascia
Gable end jamb trim
Gable end base trim
Scale: 6"=1'-0"
Scale: 6"=1'-0"
GABLE TRIM
RA
B7
B6
B6
B2
X
B4
B E
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S G
A B
L E
T R
IM
Gable end jamb trim
Gable end base trim
1'-6" roof panel
Fascia
Expanded metal(installed)
DIAGONAL BRACING
DB
GABLE END ASSEMBLY
TRUSS ASSEMBLY
TRUSS ASSEMBLY
TRUSS ASSEMBLY
(A6) DIAGONAL BRACING END BAYS
(A4) DIAGONAL BRACING MID BAYS
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A L B
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IN
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Achiote clinic
Escobal Dorms
Palmas Bellas Administration Building
DIAGONAL BRACING
DB
GABLE END ASSEMBLY
TRUSS ASSEMBLY
TRUSS ASSEMBLY
TRUSS ASSEMBLY
(A3) DIAGONAL BRACING END BAYS
(A4) DIAGONAL BRACING MID BAYS
B E
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Escobal Health Center
TYPICAL TRUSS ASSEMBLY (PAIR)
TYPICAL GABLE END ASSEMBLY
B E
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A
IR
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T R
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S E
D
G A
B L E
E N
D
OUTSIDE EAVE RAFTER
RAFTER @ BUILDING
B E
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TYPICAL RAFTER DETAIL
Scale: 6":1'-0"
DIAGONAL BRACING CONN.
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Scale: 6"=1'-0" Scale: 6"=1'-0"
RIDGE DETAIL
B E
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S D
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TRUSS CONNECTION
B E
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GABLE CONNECTION
B E
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S H
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D R
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IN
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S D
E T A
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