boiler plate - lake metroparks
TRANSCRIPT
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EEC JOB NO.:
SHEET NO.:
SHOP DWG NO.:
PROJ. NO.:
THIS CERTIFICATION OF DRAWINGS IS FOR THE ONE
BUILDING ONLY AT THE SITE LISTED ABOVE. IT IS VALID
ONLY IF THE MATERIALS SHOWN ON THESE DRAWINGS
ARE FURNISHED BY RCP SHELTERS, INC. AND ONLY IF
MATERIALS ARE PAID FOR IN FULL.
IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN
CONSENT OF RCP SHELTERS, INC., OR IF PAYMENT IS NOT
MADE IN FULL, THEN CERTIFICATION BECOMES NULL & VOID.
DESIGN CERTIFICATION FOR:
BUILDING SIZE:
BUILDING LOCATION:
THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED, OR REPRODUCED WITHOUT
THEIR EXPRESSED WRITTEN PERMISSION.
RC
P S
HE
LT
ER
S, IN
C.
2100 S
E R
AY
S W
AY
, S
TU
AR
T, F
L 34994
E-m
ail - info@
rcpshelters.com
Phone 800 - 525 - 0207
SH
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AV
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NS
CO
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AIL
ww
w.rcpshelters.com
Fax 772 - 288 - 0207
PO
B
OX
25, S
TU
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T, F
L 34995 - 0025
OF
12940R1
12940 R
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19-027-A
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45-06-C
DPP 3-14-19
JCS 3-19-19
1 4
45' HEXAGON
FAIRPORT HARBOR, OH
B
-
4
S
-
2
S
-
2
S
-
4
S
-
4
S
-
3
S
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3
S-1
TYPICAL MEMBERS
AND CONNECTIONS
FOR EACH BAY
1
A
B
-
3
B-1
C-1 TYP.
3
2
3
2
2
3
3
3
2
3223
a a
a
a = 4'-0"
ULTIMATE PRESSURES FOR COMPONENTS & CLADDING
ROOF PLAN
3
3
3
3 3
PRESSUREZONE
2
3
SUCTION
49 PSF
63 PSF 48 PSF
37 PSF
ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
CONTRACT NOTE:
Reference accepted proposal and/or executed contract for identification of items furnished. Any item not specifically included
shall be provided by owner, installer or others. Some items are specifically noted as N.I.C. (not in contract).
LAMINATED WOOD SPECIFICATIONS:
SPECIES -------------------------------- SOUTHERN PINE
LAMINATION THICKNESS --------- 2" NOMINAL
STRESS COMBINATION ----------- SEE MEMBER DETAILS
ADHESIVE ------------------------------ RESORCINOL
APPEARANCE GRADE ------------- ARCHITECTURAL
FINISH ----------------------------------- SEAL & STAIN; Color = ________
PROTECTION ------------------------- INDIVIDUAL WRAP
PRESERVATIVE TREATMENT -- CCA 0.4 PCF (MIN) RETENTION @ COLUMNS, TREATED PRIOR TO GLUING
HARDWARE --------------------------- PER DETAILS & LIST
SOLID TIMBER SPECIFICATIONS
2 x 4 Nailer ----------- #1 SYP, S4S, KD, Seal & Stain; color = ________
2 x 6 Fascia ---------- #1 SYP, S4S, KD, PENTA TYPE C 0.3 pcf, Seal & Stain; color = ________
2 x 8 Roof Deck ----- #1 SYP, T&G, S/L, CM, EV1S, KD, Seal &
Stain; color = ________
Deck furnished in specified lengths (S/L), not precision end trimmed (PET), field cutting required.
ROOF UNDERLAYMENT SPECIFICATIONS:
1 LAYER OF HYDRASHELL MAX WITH 4" HEAD LAP.
ATTACH UNDERLAYMENT PER MANUFACTURER'S RECOMMENDATIONS
OR BUILDING CODE REQUIREMENTS, WHICHEVER IS MORE STRINGENT.
WOOD SHOP NOTES:
1. Materials, Manufacture and Quality Control of glulam shall be in conformance with, "American National Standard for Wood
Products-Structural Glued Laminated Timber ANSI A190.1-2017".
2. Members shall be marked (in an unseen location) with an AITC or APA/EWS Quality Mark and, in addition, an AITC or
APA/EWS Certificate of Conformance shall be provided to indicate conformance with "ANSI A190.1-2017".
3. All holes in wood to be 13/16"Ø unless noted otherwise.
4. All counterbores to be 2 1/4"Ø unless noted otherwise.
5. ▲ denotes edges to be chamfered for welds.
STEEL & HARDWARE SHOP NOTES:
1. All steel plate to be ASTM A572 Grade 50.
2. All welding is to be done in accordance with latest AWS standards. If welds are not specified, all welds are to develop full
strength of all component parts.
3. All bolts to be ASTM A307A. Exception: Anchor bolts as noted.
4. All nuts to be ASTM A563A.
5. All holes in steel to be 13/16"Ø unless noted otherwise.
6. All fabricated steel to be powder coated; color selected by owner.
7. Hardware (bolts, nuts, washers, etc.) to be hot-dipped galvanized (HDG). Shop to verify hole tolerances and tolerances of
threaded parts for compatibility of the galvanized parts only.
CONCRETE NOTES:
1. Remove all organic material and topsoil from slab area. Verify suitability of subgrade. Footings are to bear on undisturbed,
natural soil or engineered fill. Both are to be compacted to 95% Proctor density.
2. Prepare slab with min. 8" compacted sand, gravel, or crushed rock.
3. Concrete slab to be 4" thick. Reinforce slab with 6x6-w1.4xw1.4 welded wire fabric at mid-depth. Lap splices 8". Alt.: Fiber
mesh admixture (min. 1.5#/c.y., fibrillated polypropylene).
4. Edge of slab to be thickened to min. 8" deep x 8" wide reinforced with 2-#4 continuous rebars. Lap splices min. 24".
5. In locations subject to frost, install isolation joint, max. 1/8" wide, around column piers using diamond or circular layout.
Wire mesh shall be interrupted at isolation joints.
6. Install crack control joints (3/16" wide x 1" deep) at 8' to 12' o.c.
7. Concrete slabs in open areas are to be sloped for drainage from center to edge and away from columns. Surface is to be
lightly broomed or have a wood troweled finish.
8. Concrete slabs in enclosed areas are to have positive drainage to floor drains and have a troweled finish.
9. Concrete slab, foundation, re-bar, wire mesh, leveling nuts, grout & anchor bolts (if required) are N.I.C.
10. All concrete reinforcing steel to be grade 60, deformed bars.
11.F'
c
of concrete to be 3000 psi @ 28 days for foundation. F'
c
of concrete to be 3500 psi @ 28 days for slab, air-entrained.
12. All concrete work to be in accordance w/ latest ACI code.
13. Assumed allowable soil bearing pressures: 2000 psf vertical bearing, 150 pcf passive lateral bearing. It is the Owner's
responsibility to verify that the allowable soil bearing values at the site meet or exceed these assumed values. If the actual
values are lower than the assumed values, the foundations must be redesigned (N.I.C.).
14.Reinforcement shall be securely held in place while placing concrete. If required, additional bars, stirrups or chairs shall be
provided to furnish support for bars.
ERECTION NOTES:
All wood members must be properly braced until the complete structural system has been constructed. Correction of minor
misfits and a reasonable amount of reaming or alignment with drift pins will be considered a legitimate expense of erection.
In the event of error, defect in materials, and/or workmanship of shop work which prevents proper assembling and fitting up of
parts by the moderate use of drift pins, or reaming, immediately report to the seller and obtain seller's approval of the method
of correction.
Predrill wood for screws and nails if necessary to avoid splitting.
Bolts through slotted holes in steel are to be left finger tight only to allow for future movement. Other bolts are to be snug tight.
Torque measurement is not required.
NOTE: This building has been designed as a free standing, open structure. If walls are to be added, or if the building is to
adjoin another structure, or if other modifications are to be made, the structure must be re-engineered prior to these
modifications (by others).
DESIGN CRITERIA:
Ohio Building Code w/ 2015 IBC
Type of Construction: Type V-B
Occupancy Classification: Assembly A-3
Building Risk Category II
Mean Roof Height = 11’-6”
Building Volume = 15,150 ft
3
No. of Occupants = 187 (7 ft
2
per person)
ROOF DL
Metal Roofing & Felt 1.2 psf
2” Nom. T&G Deck 4.6
Misc. 1.2
Total = 7 psf + weight of framing
Cupola = 155#
FLOOR LL
L = 100 psf
ROOF LL
L
r
= 20 psf
ROOF SL
P
g
= 30 psf (Ground Snow)
P
f
= 0.7 P
g
*C
e
*C
t
*I
S
C
e
= 1.0, C
t
= 1.2, I
S
= 1.0
P
f
= 25 psf
P
s
= P
f
*C
s
6:12 pitch: C
s
= 1.0, P
s
= 25 psf
WIND LOAD
V
ult
= 115 mph, V
asd
= 89 mph
Exposure 'D', Open Building w/ GC
pi
= 0
Component & Cladding Ultimate Wind Pressures:
See ROOF PLAN on this sheet.
SEISMIC
I
E
= 1.0
S
S
= 0.213, S
1
= 0.061
Site Class D (assumed)
S
DS
= 0.227, S
D1
= 0.097
Seismic Design Category B
Equivalent Lateral Force Procedure
Cantilevered Column Systems - Timber Frame
R = 1.5, C
S
= 0.151
V = 2,400#
3
4
" x 26ga. x 50ksi MAX-RIB PREFINISHED ROOF PANELS
(3'-0" COVERAGE PER SHEET) SEE DECK DETAILS FOR
ATTACHMENT. OVER ROOF UNDERLAYMENT OVER
2x8 DECKING.
ROOF DECK SUPPLIER TO PROVIDE A
UNIVERSAL HIP/RIDGE CAP. SEE DECK
DETAIL FOR ATTACHMENT.
ALL DIMENSIONS SHOWN SPRINGING
OFF OF THE SLAB EDGE ARE MINIMUMS.
OWNER TO DETERMINE SLAB SIZE PRIOR
TO CONSTRUCTION.
SEE COLUMN FOUNDATION
DETAIL ON THIS SHEET.
45'-0" OUT/OUT OF FASCIA
2'-6" 20'-0" 20'-0" 2'-6"20'-0" CL./CL. OF COL. & PIER
2'-6" 40'-0" CL./CL. OF COL. & PIER 2'-6"
45'-0" OUT/OUT OF SLAB
17'-3
7 8
" C
L./C
L. O
F C
OL. &
P
IE
R
6
0
°
PLAN
COLUMN FOUNDATION DETAIL
(6) - #5 VERTICAL REBAR
#3 HORIZONTAL TIES @
10" O.C. MAX.
FTG. & COL.
FT
G., C
OL
. &
B
EA
M A
BO
VE
.
4"
MA
X.
4"
MA
X.
3" C
LE
AR
COLUMN BASE REACTIONS:
V
DL+3/4(SL+0.6*WL)
= 9,400#
V
0.6*DL+0.6*WL UPLIFT
= -1,200#
H
DL+0.6*WL
= 1,000#
M
O.T. DL+0.6*WL
= 7,000#-ft
3" CLEAR
3'-0"Ø
4'-4
"
3'-0
"
6
3 4
"
2" C
LE
AR
6"
ELEVATION
12
6
2
6
.
5
6
5
0
5
°
7'-9
3 4
"
1
6
'
-
0
"
5'-0
1
8
"
11'-2"
17'-3
7
8
"
BUILDING
TOP OF SLAB
0'-0"
TOP OF SLAB
AT COL. C.L.
A
1
SECTION
SCALE: 1/4" = 1'-0"
B
-
2
EC-1
EC-1
EC-1
EC-1
CUPOLA NOT SHOWN
SEE DETAIL ON SHEET 3
B
-
1
E
C
-
1
E
C
-
1
E
C
-
1
E
C
-
1
6"
6"
FIELD DRILL 1/2"Ø HOLES
IN COL. (N.I.C.)
(2) - #4 x 20" REBAR (N.I.C.)
WITH 1/2"Ø HOLE IN WOOD
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EEC JOB NO.:
SHEET NO.:
SHOP DWG NO.:
PROJ. NO.:
THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED, OR REPRODUCED WITHOUT
THEIR EXPRESSED WRITTEN PERMISSION.
RC
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C.
21
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45
-0
6-C
DPP 3-14-19
JCS 3-19-19
2
x -req'd.BEAM B-4 3" 9 5/8" 6
PLAN
S-4
FAB. SAME AS
OPP. END
S-4
24F-V3
END
S-1
DRILL & CNTB'R. ON CL.
4
1
8
"
12
5 3/16+
2
3
.
4
1
3
2
2
°
S-3
9/16"Ø HOLES
S-4
S-2
2
1
2
"
2
1
2
"
A
U
X
.
P
L
A
N
A
2
SECTION
2
A
24F-V3
x -req'd.BEAM B-1 5" 13 3/4" 6
x -req'd.BEAM B-3 3" 6 7/8" 6
5'-4
3
4
"
PLAN
16F-V3
END
S-3
FAB. SAME AS
OPP. END
S-3 9/16"Ø HOLES
S-2
FAB. SAME AS
OPP. END
FINISH CUT FACE
SIDE
3'-0
"
8'-0
"
11
'-0
"
S-2
0'-0"
TOP OF SLAB
x -req'd.COLUMN C-1 6 3/4" 6 7/8" 6
TREATED
24F-V5
FINISH FOUR SIDES OF
PORTION OF COLUMN
ABOVE SLAB
SEE COLUMN FOUNDATION
DETAIL FOR FIELD FAB. (N.I.C.)
6
3
4
"
2
3
'-
1
1
"
21'-11
3
8
"
12'-6"
19'-7
5
8
"
S-2
PLAN
x -req'd.BEAM B-2 5" 11" 6
24F-V3
END
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EEC JOB NO.:
SHEET NO.:
SHOP DWG NO.:
PROJ. NO.:
THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED, OR REPRODUCED WITHOUT
THEIR EXPRESSED WRITTEN PERMISSION.
RC
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45
-0
6-C
DPP 3-14-19
JCS 3-19-19
3
-1 MK-2 WELDED ASSEMBLY
PLAN
CONN S-1 1-req'd.
-1 MK-100 WELDED COMPRESSION RING
-6 3/4"Ø x 17" BOLT
-6 3/4"Ø WASHER
CONN S-3 6-req'd.
-1 MK-3R WELDED ASSEMBLY
-1 MK-3L WELDED ASSEMBLY
-2 1/2"Ø x 4 1/2" BOLT
-2 1/2"Ø x 7" THREADED ROD
THREADED RODS
MK-3R
MK-3L
PLAN
CONN S-2 6-req'd.
-1 MK-2AR WELDED ASSEMBLY
-1 MK-2AL WELDED ASSEMBLY
-4 3/4"Ø x 6 1/2" BOLT
-2 3/4"Ø x 7 1/2" BOLT
-2 3/4"Ø x 14" BOLT
-2 3/4"Ø x 8" THREADED ROD
-2 3/4"Ø WASHER
PLAN
CONN S-4 6-req'd.
-1 MK-4R WELDED ASSEMBLY
-1 MK-4L WELDED ASSEMBLY
-2 3/4"Ø x 4 1/2" BOLT
-2 3/4"Ø x 7 1/2" THREADED ROD
THREADED RODS
MK-4R
MK-4L
-6 3/4"Ø HEX NUT
-14 3/4"Ø HEX NUT
-8 3/4"Ø HEX NUT
-8 1/2"Ø HEX NUT
1
'-
0
1
2
"
-2 3/4"Ø x 8 1/2" BOLT
NOM. 2x8 WD. DECKING
FASTENER
SIMPSON SDWS16212 SCREW
2x6 STIFFENER TO BLOCKING
BLOCKING TO ROOF DECK
CUPOLA BASE TO 2x6 STIFFENER
CONNECTION
FASTENER SCHEDULE
4 EA. SIDE, EQ. SPACING
NO. OR SPACING
4 EA. SIDE, EQ. SPACING
4 EA. SIDE, EQ. SPACING
SIMPSON SDWS16212 SCREW
SIMPSON SDWS16212 SCREW
CUPOLA ATTACHMENT OVER METAL ROOFING
CUPOLA BASE
CONTINUOUS P.T. 2x6 STIFFENER
METAL ROOFING AND
ROOF UNDERLAYMENT
CONTINUOUS TO PEAK.
HEXAGON CUPOLA 1-reqd.
3'-0"
3'-8
1 2
"
CUPOLA DESIGN BY
MANUFACTURER
INSTRUCTIONS FOR INSTALLATION.
SEE CUPOLA INSTALLATION
NOTE:
COPPER CLAD
CEDAR
LOUVERS
& TRIM
CEDAR
PLYWOOD
2 X 6 P.T. BLOCKING BETWEEN HIP
CAPS. NOTCH OVER RIBS PLUS EXTRA
ROOM FOR DRAINAGE. INSTALL OVER
A BED OF CAULKING AT SCREW
PENETRATIONS.
ERECTOR NOTE
ERECT MK-100 WITH BOTTOM PLATE
TOWARD GROUND (AS SHOWN).
PLAN
MK-2
MK-2AR
MK-2AL
8 1/2" BOLTS
7 1/2" BOLTS
THREADED RODS
HARDWARE PARTS LIST
HARDWARE DESCRIPTION REMARKSQ
L
A
OOSE
OR
TTACH
UANTITY
PART NO.
-2 1/2"Ø x 6 1/2" BOLT
-2 3/4"Ø x 6 1/2" BOLT
6 L 3/4"Ø x 17" BOLT H307G 075 1700
18 L 3/4"Ø WASHER FWG 075
138 L 3/4"Ø HEX NUT HN307G 075-10
36 L 3/4"Ø x 6 1/2" BOLT H307G 075 0650
12 L 3/4"Ø x 7 1/2" BOLT H307G 075 0750
12 L 3/4"Ø x 8 1/2" BOLT H307G 075 0850
12 L 3/4"Ø x 14" BOLT H307G 075 1400
12 L 3/4"Ø x 8" THREADED ROD TR307G 075 0800
12 L 3/4"Ø x 4 1/2" BOLT H307G 075 0450
12 L 3/4"Ø x 7 1/2" THREADED ROD TR307G 075 0750
12 L 1/2"Ø x 4 1/2" BOLT H307G 050 0450
12 L 1/2"Ø x 6 1/2" BOLT H307G 050 0650
12 L 1/2"Ø x 7" THREADED ROD TR307G 050 0700
48 L 1/2"Ø HEX NUT HN307G 050-13
36 L 0.20"Ø x 8" ANNULAR RING NAILS GALV.
L SIMPSON SCREW SDWS16212 1
HARDWARE NOTES:
1. FOR CUPOLA ATTACHMENT
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THIS PRINT IS THE PROPERTY OF RCP
SHELTERS AND IS NOT TO BE USED,
COPIED, OR REPRODUCED WITHOUT
THEIR EXPRESSED WRITTEN PERMISSION.
RC
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45
-0
6-C
DPP 3-14-19
JCS 3-19-19
4 4
TRUE WOOD ROOF DECK PLAN 6-REQ'D
SCALE: 1/4" = 1'-0"
UNLOADING, HANDLING, & STORAGE OF GLU-LAM & DECKING
LAMINATED MEMBERS ARE WRAPPED FOR PROTECTION IN TRANSIT. THE ERECTOR IS RESPONSIBLE FOR PROTECTION OF MATERIALS AT ALL TIMES
AFTER ARRIVAL AT DESTINATION. IF STORED TEMPORARILY, MEMBERS SHOULD BE PLACED ON BLOCKS & LEVELED, WELL OFF OF THE GROUND &
SEPARATED WITH WOOD STRIPS SO THAT AIR CAN CIRCULATE AROUND EACH MEMBER. COVER THE TOP & SIDES WITH MOISTURE RESISTANT PAPER
OR OPAQUE PLASTIC. USE NON-MARRING SLINGS WHEN HANDLING. ROOF COVERING SHOULD BE APPLIED SOON AFTER ERECTION. PROTECTIVE
WRAPPING SHOULD REMAIN ON THE MEMBERS UNTIL DECK HAS BEEN INSTALLED & ROOFING APPLIED. HOWEVER, IF THE PAPER HAS BEEN TORN
OR PARTIALLY REMOVED DURING STORAGE OR ERECTION, IT SHOULD BE REPLACED OR ENTIRELY REMOVED TO PREVENT DISCOLORATION OF LAM
MEMBERS BY SUNLIGHT.
LAMINATED MEMBERS RECEIVE ONE FACTORY APPLIED COAT OF CLEAR WOOD SEALER. (FACTORY STAIN IS OPTIONAL AT EXTRA COST). IF THEY
SHOULD BECOME WET DURING SHIPMENT OR INSTALLATION, OR IF THEY ARE CLEANED IN ANY WAY, THESE LAMINATED MEMBERS SHOULD BE
UNIFORMLY RESEALED BEFORE ADDITIONAL STAINING OR FINISHING IS DONE IN THE FIELD.
DECKING WILL BE DELIVERED IN BANDED BUNDLES, WEIGHING APPROXIMATELY ONE TON. BUNDLES SHOULD REMAIN BANDED UNTIL DECK IS TO BE
INSTALLED. A FORKLIFT OR SMALL CRANE WILL BE REQUIRED FOR UNLOADING. BE SURE TO USE NON-MARRING SLINGS. IF STORED TEMPORARILY, DECK SHOULD BE
PLACED ON BLOCKS & LEVELED, WELL OFF OF THE GROUND. IF WOOD DECKING IS WET &/OR STAINED, CONTACT RCP SHELTERS AND DO NOT INSTALL DECK.
IT IS THE ERECTORS RESPONSIBILITY TO TALLY THE DECKING UPON ARRIVAL. NOTIFY "RCP SHELTERS" AT ONCE OF ANY SHORTAGES.
AA
SECTION
DETAIL A
METAL DECK
NOT SHOWN
EAVE DETAIL
ROOF DECK
(METAL DECK ATTACHMENT ALONG HIP LINE IS SAME AS AT THIS SECTION)
SECTION THRU ROOFING PANEL @ INTERIOR
SECTION THRU ROOFING PANEL @ EAVE
THE ACTUAL ROOF PITCH MAY VARY
FROM THESE GENERAL DETAILS.
ROOF HIP CAP
DECK DETAIL @ HIP BEAM
SECTION LOOKING UP HIP BEAM
CAULK JOINT IN
FIELD BY OTHERS
METAL DECK END CAP
(SEE EC-1)
MAX-RIB PREFINISHED
ROOF PANELS OVER
ROOF UNDERLAYMENT.
9" HIP CAP
154 LN. FT. REQUIRED
25
.8
41
9°
METAL DECK END CAP EC-1
FIELD TRIM ENDS
ELEV
12'-3
11
16
"
24-REQ'D
AS REQ'D.
2
1
8
"
SIDE
7
8
"
7 8
"
INSTALLATION:
FASTEN HIP CAP TO EACH ROOFING PANEL AT
HIGH RIB. (1) LAP SCREW PER RIB, PER SIDE.
SELF-DRILLING SCREW SPECIFICATIONS:
DECK SCREW = 9-15x1 WOODGRIP HWH SHARP POINT
LAP SCREW = 1/4-14x7/8 IMPAX LAP, 5/16" HEX HEAD
DECK SCREWS, 1 EACH
SIDE OF MAJOR RIBS
36" COVERAGE
36" COVERAGE
LAP SCREWS @ 20" O.C MAXIMUM.
MASTIC TAPE BETWEEN PANELS.
MAX-RIB PREFINISHED ROOF PANELS
OVER ROOF UNDERLAYMENT
DECK SCREWS, 1 3/4" ON
EACH SIDE OF MAJOR RIBS
ROOF DECK
ROOF DECK
DECK SCREWS, 1 3/4" ON EACH SIDE OF RIBS
@ SPLICES. 1 3/4" ON ONE SIDE OF
INTERMEDIATE RIBS, LINES OF SCREWS TO
BE 24" O.C.
1
3
4
" 1
3
4
"
DECK SCREW
DECK SCREWS
@ 12" O.C.
EAVE TRIM
MAX-RIB PREFINISHED
ROOF PANELS
1
"
NAILER
ROOF
UNDERLAYMENT
INSIDE CLOSURE WITH TAPE
SEALANT TOP & BOTTOM.
FASCIA
R
O
O
F
D
E
C
K
MAX-RIB PREFINISHED ROOF PANELS
OVER ROOF UNDERLAYMENT
EAVE TRIM
140 LN. FT. REQUIRED
3"
3
1 2
"
1
2
"
9
0
°
21
'-1
0
7
16
"
2
4
'
-
7
3
8
"
TRUE METAL ROOF DECK PLAN 6-REQ'D
SCALE: 1/4" = 1'-0"
22'-7"
22'-4
1
2
"
11'-2
1
4
" 11'-2
1
4
"
21
'-7
15
16
"
16
'-0
" D
EC
K6
'-0
" D
EC
K
6 PIECES @ 6
3
4
" = 3'-4
1
2
"
27 PIECES @ 6
3
4
" = 15'-2
1
4
"
DECK CUT AT HIP LINE IS USED OPPOSITE HAND
IN ADJACENT BAY. REVERSE DIRECTION OF
LAY-UP.
DECK PLAN AT CORNERS
B
B
TYPICAL DECK LAY-UP
1. START LAYING DECK AT CORNER W/ TONGUES
OUTWARD IN DIRECTION OF LAYING.
2. DRIVE COURSES TIGHT W/ BLOCKING.
3. TOE NAIL & FACE NAIL AT EACH SUPPORT (BEAMS)
USING 16d COMMON NAILS.
A
A
FASCIA NOTES:
1. ALL FASCIA CORNERS AND SPLICES ARE TO BE MITERED.
2. SEE DETAIL A FOR SPLICE DETAIL.
3. ATTACH FASCIA WITH 10d HDG CASING NAILS:
a. TO 2x4 NAILER - 24" O.C.
b. TO BEAM ENDS - 3 NAILS PER FASCIA
c. TO ENDS OF ROOF DECKING - 1 NAIL PER DECK BOARD
d. AT CORNERS - 2 NAILS EACH DIRECTION
e. OTHER LOCATIONS - 24" O.C. TO ROOF DECKING
2 x 4 NAILER
A. MITER ALL SPLICES
B. NAIL SPLICES TOGETHER WITH (2) 10d HDG CASING NAILS, DRIVE
NAILS AT AN ANGLE TO AVOID PUNCHING THRU FASCIA.
NAILER
(2)-16d SINKERS PER DECK BOARD
WOOD DECK
BB
SECTION
6
3
4
"
1
7
16
"
2'-0" MIN.
FASCIA
NAILER
DECKING
6'-0" MIN. TO
ROOF CORNER
FASCIA SPLICE
NAILER SPLICE
FASCIA
CLEAR PROTECTIVE FILM MUST BE REMOVED FROM ALL METAL
PRIOR TO INSTALLATION.
METAL ROOFING SHOULD BE STORED INDOORS OR WHEN
STORED OUTSIDE IT SHOULD BE STORED UP ON BLOCKS WITH
FINISHED FACE UP AND SLOPED TO DRAIN.
DURING INSTALLATION, ALL METAL SHAVINGS MUST BE
REMOVED IMMEDIATELY TO AVOID RUSTING OF PANELS.
METAL ROOFING NOTES:
2'-3
1
2
"
3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"
2'-3
1
2
"
4'-5
5
16
"
10
'-1
5
16
"
16
'-0
11
16
"