EdmondsBandshell_FullSet_Corrections3.17.16.pdf
THIS PRINT IS THE PROPERTY OF RCPSHELTERS AND IS NOT TO BE USED,COPIED, OR REPRODUCED WITHOUTTHEIR EXPRESSED WRITTEN PERMISSION.DPP10-8-15JLD10-8-1511220R111220 R
15-164-A
16
OF
EDMONDS, WA
SHOP DWG NO.:
EEC JOB NO.:
SHEET NO.:
PROJ. NO.:
COMMUNITY PARK
DRAWN:
CHK'D:
REV 1:REV 2:REV 3:REV 4:
LW-BS-W4023.5-03-QC
3.All welding is to be done in accordance with latest AWS standards. If welds are not specified, all welds are to develop full
All steel and 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 ofIn the event of error, defect in materials, and/or workmanship
of shop work which prevents proper assembling and fitting up
2.Members shall be marked (in an unseen location) with an AITC or APA/EWS Quality Mark and, in addition, an AITC or
NOTE: This building has been designed as a free standing, open structure. If walls are to be added, or if the building is to
Bolts through slotted holes in steel are to be left finger tight only to allow for future movement. Other bolts are to be snug
1.Materials, Manufacture and Quality Control of glulam shall be in conformance with, "American National Standard forof parts by the moderate use of drift pins, or reaming, immediately
report to the seller and obtain seller's approval of the
7.Hardware (bolts, nuts, washers, etc.) to be hot-dipped galvanized. Shop to verify hole tolerances and tolerances of
included shall be provided by owner, installer or others. Some items are specifically noted as N.I.C. (not in contract).
APA/EWS Certificate of Conformance shall be provided to indicate conformance with "ANSI/AITC A190.1-2007".
Reference accepted proposal and/or executed contract for identification of items furnished. Any item not specifically
adjoin another structure, or if other modifications are to be made, the structure must be re-engineered prior to these
Deck furnished in specified lengths (S/L), not precision end trimmed (PET), field cutting required.
MADE IN FULL, THEN CERTIFICATION BECOMES NULL & VOID.
RETENTION @ FASCIA
Wood Products-Structural Glued Laminated Timber ANSI/AITC A190.1-2007".
CONSENT OF RCP SHELTERS, INC., OR IF PAYMENT IS NOT
IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN
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
DESIGN CERTIFICATION FOR:
THIS CERTIFICATION OF DRAWINGS IS FOR THE ONE
#1 SYP, S4S, KD, PENTA TYPE C 0.3 pcf, Seal.
6.All fabricated steel to be powder coated; color selected by owner.
Predrill wood for screws and nails if necessary to avoid splitting.
threaded parts for compatibility of the galvanized parts only.
2 x 8 Roof Deck ----- #1 SYP, T&G, S/L, CM, EV1S, KD, Seal.
STRESS COMBINATION ----------- SEE MEMBER DETAILS
EDMONDS, WA
PENTA TYPE C 0.3 pcf
HARDWARE -------------------------- PER DETAILS & LIST
MATERIALS ARE PAID FOR IN FULL.
2.Steel tubes to be ASTM A500 Grade B, Fy=46 ksi.
APPEARANCE GRADE ------------- ARCHITECTURAL
PROTECTION ------------------------ INDIVIDUAL WRAP
SPECIES -------------------------------- SOUTHERN PINE
ADHESIVE ------------------------------ RESORCINOL
23'-6" x 40'
LAMINATION THICKNESS --------- 2" NOMINAL
1.All steel plate to be ASTM A572 Grade 50.
tight. Torque measurement is not required.
LAMINATED WOOD SPECIFICATIONS:
BUILDING LOCATION:
FINISH ---------------------------------- SEALSTEEL & HARDWARE SHOP NOTES:
strength of all component parts.
SOLID TIMBER SPECIFICATIONS
PRESERVATIVE TREATMENT -
BUILDING SIZE:
4.All bolts to be ASTM A307.
modifications (by others).
WOOD SHOP NOTES:
method of correction.SEE SECTION CC
2 x 6 Fascia ----------
ERECTION NOTES:
CONTRACT NOTE:
ON SHEET #6
erection.
3.4.5.5.
8
"11'-4
1
16
"10'-1
11
Washington State Building Code w/ 2012 IBC w/ AmendmentsCantilevered Columns - Steel special cantilever column system
INSTALLED. A FORKLIFT OR SMALL CRANE WILL BE REQUIRED FOR UNLOADING. BE SURE TO USE NON-MARRING SLINGS. IF STORED TEMPORARILY, DECK SHOULD BE
Component & Cladding Wind Pressures: See This Sheet
= 21 psf but USE 25 psf on roof
PLACED ON BLOCKS & LEVELED, WELL OFF OF THE GROUND. IF WOOD DECKING IS WET &/OR STAINED, CONTACT RCP SHELTERS AND DO NOT INSTALL DECK.
SEPARATED WITH WOOD STRIPS SO THAT AIR CAN CIRCULATE AROUND EACH MEMBER. COVER THE TOP & SIDES WITH MOISTURE RESISTANT PAPER
LAMINATED MEMBERS ARE WRAPPED FOR PROTECTION IN TRANSIT. THE ERECTOR IS RESPONSIBLE FOR PROTECTION OF MATERIALS AT ALL TIMES
DECKING WILL BE DELIVERED IN BANDED BUNDLES, WEIGHING APPROXIMATELY ONE TON. BUNDLES SHOULD REMAIN BANDED UNTIL DECK IS TO BE
Total = 9.0 psf + weightOR PARTIALLY REMOVED DURING STORAGE OR ERECTION, IT SHOULD BE REPLACED OR ENTIRELY REMOVED TO PREVENT DISCOLORATION OF LAM
per person)
Occupancy Classification: Assembly A-3
AFTER ARRIVAL AT DESTINATION. IF STORED TEMPORARILY, MEMBERS SHOULD BE PLACED ON BLOCKS & LEVELED, WELL OFF OF THE GROUND &
WRAPPING SHOULD REMAIN ON THE MEMBERS UNTIL DECK HAS BEEN INSTALLED & ROOFING APPLIED. HOWEVER, IF THE PAPER HAS BEEN TORN
= 0
OR OPAQUE PLASTIC. USE NON-MARRING SLINGS WHEN HANDLING. ROOF COVERING SHOULD BE APPLIED SOON AFTER ERECTION. PROTECTIVELAMINATED MEMBERS RECEIVE ONE FACTORY APPLIED COAT OF CLEAR WOOD
SEALER. (FACTORY STAIN IS OPTIONAL AT EXTRA COST). IF THEY
pi
SHOULD BECOME WET DURING SHIPMENT OR INSTALLATION, OR IF THEY ARE CLEANED IN ANY WAY, THESE LAMINATED MEMBERS SHOULD BE
of framing
Equivalent Lateral Force Procedure
Exposure 'B', Open Building w/ GC
Metal Rfg & Underlay.1.2 psf
= 1.0
Type of Construction: Type V-B
OVER (1) LAYER OF 30# FELT OVER (1)
" x 26ga. x 50ksi MAX-RIB PREFINISHED ROOF PANELS(3'-0" COVERAGE PER SHEET) SEE DECK DETAILS FOR
S
= 85 mph
2
4.6
No. of Occupants = 63 (15 ftDiaphragm Shtg.1.51.7
3 L
UNLOADING, HANDLING, & STORAGE OF GLU-LAM & DECKING
Building Volume = 15,040 ft
IT IS THE ERECTORS RESPONSIBILITY TO TALLY THE DECKING UPON ARRIVAL. NOTIFY "RCP SHELTERS" AT ONCE OF ANY SHORTAGES.
= 25 psf (Ground Snow)E
Seismic Design Category D
S
LAYER OF 7/16" OSB OR CD-X PLYWOOD OVER 2x8
= 1.2, IN
= 0.498A
s P
= 0.498
= 1.0, P
DESIGN CRITERIA:
K
asd
S
C
*I = 0.339
t
t E
= 1.0, C = 110 mph, V
Risk Category II D1
*CD
e1
= 0.847, SL
s
= 1.270, SA
*C
WIND LOAD
3:12 pitch: C
Site Class D
L = 100 psf
T
g = 21 psf S
= 20 psfV = 6,300#
FLOOR LL
s
E
ROOF DLROOF SL
= 0.7*PR = 2.5, C
ROOF LL
e
*CSEISMICM
C
f
= 1.0
F
Misc. = P
O
ult
DS
SIDE ELEVATION
M
gffsS
r
SCALE: 1/4" = 1'-0"
E
V
LPPPPSS
I
O
5
8T
T
3
O
B
"
3
-12
'
4
ATTACHMENT.
ULTIMATE DESIGN PRESSURES FOR COMPONENTS & CLADDING2
DECKING.
UNIFORMLY RESEALED BEFORE ADDITIONAL STAINING OR FINISHING IS DONE IN THE FIELD.
aaaa
34
a3
2
a
SUCTION
32PSF27PSF49PSF36PSF68PSF
ROOF PLAN
PRESSURE
18PSF
16
"15'-0
11
a = 3'-0"
1
4
"17'-2
SEE SECTION DD
1
ON SHEET #6
ZONE
123
a
2
a3
BOT. OF BASE PL.
MEMBERS BY SUNLIGHT.
3'-0"0'-0"
23'-6" OUT/OUT OF FASCIA
3'-0"5'-10"5'-10"5'-10"3'-0"
OL-1LOL-2LOL-2LOL-1L
3'-0"
S-2S-2
S-1S-1
B-1
CF-1CF-1
40'-9 1/16" TOP OF WOOD DECK
18'-6"
CLEAR PROTECTIVE FILM MUST BE REMOVED FROM ALL METAL
STORED OUTSIDE IT SHOULD BE STORED UP ON BLOCKS WITH
"
34
BLDG.
= 41'-0
2
METAL ROOFING SHOULD BE STORED INDOORS OR WHEN
"14'-1
REMOVED IMMEDIATELY TO AVOID RUSTING OF PANELS.
1
ROOF FRAMING PLAN
DURING INSTALLATION, ALL METAL SHAVINGS MUST BE
SCALE: 1/4" = 1'-0"
34
73 RUNS @ 6
ELEVATION
40'-0" OUT/OUT OF FASCIA
DECK
34'-0" C/C OF BEAMS
SCALE: 1/4" = 1'-0"
FINISHED FACE UP AND SLOPED TO DRAIN.
CB-1CB-2CB-2CB-1
METAL ROOFING NOTES:
PRIOR TO INSTALLATION.
TOP OF SLAB
3/12
CF-1CF-1
S-1
S-1
S-2S-2
3'-0"
OL-1ROL-2ROL-2ROL-1R
B-1
16
" CLEAR10'-6
7
THIS PRINT IS THE PROPERTY OF RCPSHELTERS AND IS NOT TO BE USED,COPIED, OR REPRODUCED WITHOUTTHEIR EXPRESSED WRITTEN PERMISSION.DPP10-8-15JLD10-8-1511220R211220 R
15-164-A
26
OF
EDMONDS, WA
SHOP DWG NO.:
EEC JOB NO.:
SHEET NO.:
PROJ. NO.:
COMMUNITY PARK
DRAWN:
CHK'D:
REV 1:REV 2:REV 3:REV 4:
LW-BS-W4023.5-03-QC
7.Concrete slabs in open areas are to be sloped for drainage from center to edge and away from columns. Surface is to be
5.In locations subject to frost, install isolation joint, max. 1/8" wide, around column piers using diamond or circular layout.
allowable soil bearing values at the site meet or exceed these assumed values. If the actual values are lower than the
3.Concrete slab to be 4" thick. Reinforce slab with 6x6-w1.4xw1.4 welded wire fabric at mid-depth. Lap splices 8". Alt.:13.Allowable soil bearing pressures: 2000 psf vertical bearing,
250 pcf passive lateral bearing per Limited Geotechnical
4.Edge of slab to be thickened to min. 8" deep x 8" wide reinforced with 2-#4 continuous rebars. Lap splices min. 24".
Investigation Report dated June 21, 2015 by Cobalt Geosciences. It is the Owner's responsibility to verify that the
1.Remove all organic material and topsoil from slab area. Verify suitability of subgrade. Footings are to bear on
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.
undisturbed, natural soil or engineered fill. Both are to be compacted to 95% Proctor density.
INTERFERE WITH THE EXISTING RETAINING WALL NOR
2.Prepare slab with min. 8" compacted sand, gravel, or crushed rock.
VERIFY THAT THE SHELTER FOOTINGS WILL NOT
Fiber mesh admixture (min. 1.5#/c.y., fibrillated polypropylene).6.Install crack control joints (3/16" wide x 1" deep) at 8' to 12' o.c.
assumed values, the foundations must be redesigned (N.I.C.).
EXISTING RETAINING WALL FOOTING PRIOR TO
10.All concrete reinforcing steel to be grade 60, deformed bars.
12.All concrete work to be in accordance w/ latest ACI code.
OWNER/CONTRACTOR NOTE:
23'-6" OUT/OUT OF SLAB
Wire mesh shall be interrupted at isolation joints.
lightly broomed or have a wood troweled finish.
3'-0"17'-6" CEN./CEN. OF PIERS3'-0"
of concrete to be 3000 psi @ 28 days.
3
B
CONSTRUCTION.
3'-0"
CONCRETE NOTES:
C-1
C-2
c
11.F'
OWNER TO DETERMINE SLAB SIZE PRIOR
OFF OF THE SLAB EDGE ARE MINIMUMS.SEE SECTION B/3 FOR COLUMN
ALL DIMENSIONS SHOWN SPRINGING
FOUNDATION DETAILS.
1'-11"
222
"6"9"9
TYPICAL ANCHOR BOLT PATTERN
111
TO CONSTRUCTION.
FOUNDATION PLAN
34'-0" CEN./CEN. OF PIERS
40'-0" OUT/OUT OF SLAB
"
PIER
12
SCALE: 1/4" = 1'-0"
9
1'-11"
"
12
9
"
8
7
"
2
1
2
-
'6
8
3
PIER
C-2
C-1
3'-0"
PLATE C
3
AT EDGE OF TUBE
4 - BEARING PLATE C, PU000005x13A00.3750 4 - BEARING PLATE C, PU000005x13A00.3750
16
" TOP OF PLATE C1'-10
15
12
1- BASE PLATE, CL000005x05E01.00001- BASE PLATE, CL000005x05E01.0000
AT EDGE OF TUBE
COLUMN C-1 2-req'd.COLUMN C-2 2-req'd.
16
" TOP OF PLATE C1'-9
11
= -850# = -200#
= 11,000# = 10,450#
= 15,000#-ft = 14,950#-ft
PART. SIDE
TUBE A OR B HSS 5 x 5 x 3/8
0.6*DL+0.6*WL UPLIFT0.6*DL+0.6*WL UPLIFT
= 1,300# = 1,820#
DL+3/4(SL+0.6*WL)DL+3/4(SL+0.6*WL)
CONSISTS OF:CONSISTS OF:
O.T. DL+0.7*EO.T. DL+0.7*E
4 - TUBE A4 - TUBE B
DL+0.7*EDL+0.7*E
VVVV
HMHM
TUBE A OR B HSS 5 x 5 x 3/8
PLATE C
AT EDGE OF TUBE
8
" TOP OF PLATE C1'-7
1
AT EDGE OF TUBE
8
" TOP OF PLATE C1'-8
3
TUBE A OR B
9'-1" @ TUBES B
2
1"
S-1" @ TUBES A13'-5
1
BASE PLATE
TUBE A OR B HSS 5 x 5 x 3/8
PLAN
"
18
5
TUBE A OR B HSS 5 x 5 x 3/8
PLATES C
16
TOP OF
8
/
"5PLATE
11
1
16
" TUBES A & B1'-7
9
THIS PRINT IS THE PROPERTY OF RCPSHELTERS AND IS NOT TO BE USED,COPIED, OR REPRODUCED WITHOUTTHEIR EXPRESSED WRITTEN PERMISSION.DPP10-8-15DPP10-8-1511220R311220 R
15-164-A
36
OF
EDMONDS, WA
SHOP DWG NO.:
EEC JOB NO.:
SHEET NO.:
PROJ. NO.:
COMMUNITY PARK
DRAWN:
CHK'D:
REV 1:REV 2:REV 3:REV 4:
LW-BS-W4023.5-03-QC
UPPER 5" @ PERIMETER ONLY
(3) - #3 HORIZONTAL TIES
W/ SEISMIC HOOKS IN
5'-6"
4'-2"1'-4"
2'-11"
3" CLEAR
7'-4"
3
C
3" CLEAR
2
" PROJ.3
1
SYMM. ABOUT PLAN @ C-2
PIER
3
E
5'-6"
SECTION
4" MAX.
1"
2"CLEAR
(7) #6 HORIZONTAL
(5) #6 HORIZONTAL
3
E
REBARS
REBARS
SEE SECTION C @ LEFT FOR ALL
TACK WELDED TO HEAD
17'-6" CEN./CEN. OF PIERS
INTERIOR REINFORCING
3
B
NON-SHRINK GROUT
LEVELING NUTS
PIERS
" = 1'-0"
SECTION
SYMM. ABOUT
12
TOP OF SLABSCALE:
3
D
5'-6"
1"2" CLEAR
4" MAX.
3
D
SYMM. ABOUT
PLAN @ C-1
PIER
5'-6"
SECTION
3" CLEAR
3
C
2
" PROJ.3
1
REBARS EACH WAY
(5) #6 HORIZONTAL
UPPER 5" @ PERIMETER ONLY
2'-11"3" CLEAR
(3) - #3 HORIZONTAL TIES
(12) - #6 VERTICAL
4'-2"1'-4"
W/ SEISMIC HOOKS IN
5'-6"
REBAR
12" O.C. (MAX.) EXCEPT
#3 HORIZONTAL TIES
W/ SEISMIC HOOKS @
AS NOTED
3
C
2'-8" SQUARE
SECTION
3" MIN. CLEAR
THIS PRINT IS THE PROPERTY OF RCPSHELTERS AND IS NOT TO BE USED,COPIED, OR REPRODUCED WITHOUTTHEIR EXPRESSED WRITTEN PERMISSION.DPP10-8-15JLD10-8-1511220R411220 R
15-164-A
46
OF
EDMONDS, WA
SHOP DWG NO.:
EEC JOB NO.:
SHEET NO.:
PROJ. NO.:
COMMUNITY PARK
DRAWN:
CHK'D:
REV 1:REV 2:REV 3:REV 4:
LW-BS-W4023.5-03-QC
REMARKS
N.I.C.N.I.C.N.I.C.N.I.C.N.I.C.
GALV.
H307G 075 0700H307G 075 1600
HN307G 075-10
PART NO.
MSTA21
MK-2L
MK-2R
.....
HARDWARE PARTS LIST
8
23
"4
A
3
SECTION HARDWARE DESCRIPTION
L1/4" x 3" SQ. WASHER
4LSIMPSON STRAP TIE
64L10d COMMON NAIL
L10d NAILL16d NAIL
4LANGLE4LANGLE
TTACH
OOSE
OR 56L40L96L
L72L
LA
UANTITY
3636
Q
UPPER 20'-0" RADIUS
TANGENT LINE OF
CB-1 & CB-2 TO BE MADE FROM THE SAME PATTERN.
1616
"5'-6"5'-6
77
SEE CB-1 FOR ALL INFORMATION NOT SHOWN.
S-1
S-2
SHOP/PATTERNMAKER NOTE:
"
14
8'-1
"
34
8'-10
SS
UU
IDID
AA
RR
""
00
--
''
00
22
-req'd.
4
4
A
-req'd.
A
AND LOWER 20'-0" RADIUS
TANGENT LINE OF UPPER
5"23 3/8"2
5"23 3/8"2
x
" ARC LENGTH AT TOP" ARC LENGTH AT TOP
x
SYMM. ABOUTSYMM. ABOUT
33'-7"34'-0"33'-6"
1616
11
34'-734'-6
CB-1
CB-2
SS
UU
II
DD
AA
RR
""
00
--
0'0'
22
24F-V3
24F-V3
"
16'-9"
12
17'-0"17'-0"
16'-9
" FLAT
5" FLAT
16
1
5
"
3"
12
2
164164
"1'-11"1'-11
"3'-7"3'-7
3131
THIS PRINT IS THE PROPERTY OF RCPSHELTERS AND IS NOT TO BE USED,COPIED, OR REPRODUCED WITHOUTTHEIR EXPRESSED WRITTEN PERMISSION.DPP10-8-15JLD10-8-1511220R511220 R
15-164-A
56
OF
EDMONDS, WA
SHOP DWG NO.:
EEC JOB NO.:
SHEET NO.:
PROJ. NO.:
COMMUNITY PARK
DRAWN:
CHK'D:
REV 1:REV 2:REV 3:REV 4:
LW-BS-W4023.5-03-QC
FINISH END
-req'd.-req'd.-req'd.-req'd.
FINISH END
5"23 1/4"25"23 1/4"25"23 3/8"25"23 3/8"2
8
"1'-7
3
4
"1'-7
"
1
16
3
11
"
18
11
2'-8"
2'-8"
5
xxxx
A
5
A
S-2
S-1
OL-1ROL-1LOL-2ROL-2L
16F-V316F-V316F-V316F-V3
FINISH END
8
4
23
"" OR 23 5
A
1 3
S-1
SECTION
FINISH END
-req'd.
IF REQ'D. TO MATCH 2x6 FASCIA.
162
FIELD CUT ENDS OF CF-1
5"23 3/8"2
"3'-7"5
31
ERECTOR NOTE:
3'-0"
HORIZONTAL
TANGENT @
-req'd.
S-2
"
1
8
4
x
9
-
3
'
0
19'-8"
2
"
"
14
12
11'-1
11'-3
12
S
U
I
D
A
R
"0
-'
0
2
CF-1 1 1/2"5 1/2"
P
TREATED
O
T
T
A
H
x
T
G
B-1
N
20'-0"
E
L
1
C
R
A
"
6
1
6
S-2
-
'
7
1
TANGENT LINE OF UPPER
16F-V3
AND LOWER RADIUS
S
U
I
D
A
R
"
8
/
7
5
-
'
1
2
47(1:8)
S-1
FINISH END
2
"5
1
THIS PRINT IS THE PROPERTY OF RCPSHELTERS AND IS NOT TO BE USED,COPIED, OR REPRODUCED WITHOUTTHEIR EXPRESSED WRITTEN PERMISSION.DPP10-8-15JLD10-8-1511220R611220 R
15-164-A
66
OF
EDMONDS, WA
SHOP DWG NO.:
EEC JOB NO.:
SHEET NO.:
PROJ. NO.:
COMMUNITY PARK
DRAWN:
CHK'D:
REV 1:REV 2:REV 3:REV 4:
LW-BS-W4023.5-03-QC
7
"
1
6
1
BB
2
"1'-4
1
SECTION
SIMPSON MSTA21
"
4
3
6
ANGLE 5 x 3 x 1/4
ROOFING FELT
MAX-RIB PREFINISHED
DIAPHRAGM
WOOD DECK
MK-2R
ROOFING FELT
)WOOD DECK
M
S
ROOF PANELS
DIAPHRAGM
S
MK-2LA
4.
(OR EQUIVALENT)
W
"1
3
0
A
CF-1
3
2
x
5
0
CONN S-2 4-req'd.
0 CC
0
0
0
S
DD
M
(
Y
L
SECTION
B
M
E
DECK SCREWS @
S
SECTION
PLAN
S
1
A2
MAX-RIB PREFINISHED
A
D
T
E
E1"
E
EACH RIB
S
L
L
D
M
G
G
L
N
ENN
DECK SCREWS, 1 EACH SIDE
L
A
ROOF PANELS
WAO
I
A
DECK SCREW
S
R
L
MK-2 N
P
222
---M
d
KKK
RAKE TRIM
0
I
MMM
S
1
EAVE TRIMDECK SCREWS @ 24" O.C.
DECK SCREWS @ 24" O.C.
CF-1
INSIDE CLOSURE WITH
OF MAJOR RIBS.
TAPE SEALANT TOP &
-------
446
1111
111
BOTTOM.
MAKE MK-2L OPPOSITE OF MK-2R.
SHOP NOTE:
WOOD DECK
WOOD DECK
SIDE
FASCIA
FASCIA SPLICE
WOOD DECK
METAL DECK
NOT SHOWN
AA
DETAIL A
DETAIL B
SECTION
PREDRILL IF NECESSARY
SPLICE FASCIA ONLY AT
FASCIA
TO AVOID SPLITTING.
BEAM ENDS.
FASCIA
3.IF SPLICE AT EAVE REQ'D., NAIL USING 10d x 1 1/2" NAILS. 4. ATTACH
4.SNAP CHALK LINE AT BUILDING RAKE & CUT DECKING
a.TO ENDS OF ROOF DECKING - 1 NAIL PER DECK BOARD
1.ALL FASCIA CORNERS AND SPLICES ARE TO BE MITERED.
5.DECKING IS FURNISHED IN SPECIFIED LENGTHS,
3.ATTACH DECKING PER DETAILS ON THIS SHEET.
DECK PLAN AT CORNERS
1.START LAYING DECK AT EAVE W/ TONGUES UP.
c.OTHER LOCATIONS - 24" O.C. TO ROOF DECKING
TYPICAL DECK LAY-UP
2.SEE DETAIL A FOR SPLICE DETAIL ALONG RAKE.
ALTERNATE COURSES 9'/16' AND 16'/9'.
2.DRIVE COURSES TIGHT W/ BLOCKING.
b.AT CORNERS - 2 NAILS EACH DIRECTION
AA
PARTIAL SIDE
FASCIA WITH 10d HDG CASING NAILS:
STRAIGHT AND SQUARE.
OL-1R/L
"
12
2'-10
FASCIA NOTES:
BB
EACH PANEL WITH STAPLES @ 4" O.C.
FASTEN AROUND PERIMETER OF
FASTEN WITHIN THE FIELD OF EA. PANEL WITH
CCDD
@ BOT. END
@ TOP END
CONN S-1 4-req'd.
2 ROWS OF STAPLES @ 8" O.C.
PLAN
T & G WOOD DECKING
1.T&G DECKING TO BE INSTALLED PER SUPPLIER'S SPECIFICATIONS USING COMMON
2.INSTALL DIAPHRAGM PANELS (PLYWD OR OSB) DIRECTLY OVER T&G WOOD DECK
--
5.PROTECT SHEATHING WITH ROOFING FELT IMMEDIATLY AFTER INSTALLATION.
00
11
4.STAPLES SHALL BE INSTALLED WITH THEIR CROWNS PARALLEL TO THE LONG
GENERAL NOTES REGARDING ROOF DIAPHRAGM:
SPLICES. 2" ON ONE SIDE OF INTERMEDIATE
DECK SCREWS, 2" ON EACH SIDE OF RIBS @
STAGGER JOINTS APPROX. 4 FT. PROVIDE 1/4" GAP AT ALL JOINTS.
RIBS, LINES OF SCREWS TO BE 24" O.C.
3.STAPLES TO BE 16 GAUGE x 1 1/2" w/ 7/16" MIN O.D. CROWN.
EACH SIDE OF MAJOR RIBS
ROOF DIAPHRAGM
DECK SCREWS, 2" ON
G
DIMENSION OF THE FRAMING MEMBERS.
N
LI
L
E
I
A
N
N
A
P
.
P
'
8Y
T
X
'
4
SECTION THRU ROOFING PANEL @ INTERIOR
OR RING SHANK NAILS.
SELF-DRILLING SCREW SPECIFICATIONS:
DECK SCREW = 9-15x1 WOODGRIP HWH SHARP POINT
SECTION ALONG ROOF EDGE
LAP SCREW = 1/4-14x7/8 IMPAX LAP, 5/16" HEX HEAD
TO DECKING AS SHOWN. STAGGER PANEL JOINTS AND GAP
7/16" OSB OR CD-X PLYWOOD, APA LABELED, IN 4' x 8'
"
36" COVERAGE36" COVERAGE
2
"
2
LAP SCREWS @ 20" O.C MAXIMUM.ROOF DECKROOF DECK
MASTIC TAPE BETWEEN PANELS.
PANELS OVER ROOFING FELT
MAX-RIB PREFINISHED ROOF
PANELS OVER ROOFING FELT
MAX-RIB PREFINISHED ROOF
DIAPHRAGM OVERLAY
ATTACH DECKING TO B-1 W/ 16d
COMMON NAILS AT 12" O. C.
JOINTS 1/4".