HomeMy WebLinkAbout11801 N. Greenbelt Parkway*** CONDITIONS ***
All roughs to be done at Framing Inspection. Work shall comply with the 2012 IRC codes.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and a►n authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am le ally authorized to include all entities named within this document as pa es
to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER o CONTRACTO (Circle one) Date
1. This permit was issued base on ormation provided in thepermit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this pen -nit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Offial and is not guaranteed.
q. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to tield inspection.
Signature of Chief Building Official nate
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of Wheat Ridge
Comm. Accessory Stru PERMIT - 201601570
PERMIT NO:
201601570 ISSUED:
10/20/2016
JOB ADDRESS:
11801 N Greenbelt PKWY EXPIRES:
10/20/2017
JOB DESCRIPTION:
225 sq ft Picnic Shelter on Clear Creek
*** CONTACTS ***
OWNER (303)205-7554
CITY OF WHEAT RIDGE
GC (303)530-5319 Derek Walker 160208 Shelter
Specialist LLC
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned USE:
/
SUBDIVISION CODE:
2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#:
/
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION:
29,642.00
FEES
Total Valuation
0.00
** TOTAL **
0.00
*** COMMENTS ***
*** CONDITIONS ***
All roughs to be done at Framing Inspection. Work shall comply with the 2012 IRC codes.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and a►n authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am le ally authorized to include all entities named within this document as pa es
to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER o CONTRACTO (Circle one) Date
1. This permit was issued base on ormation provided in thepermit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this pen -nit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Offial and is not guaranteed.
q. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to tield inspection.
Signature of Chief Building Official nate
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
4 f - City of
W heat Midge
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W.29 th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: Permits(cDci.wheatridge.co.us
FOR OFFICE USE ONLY
Date: l o I ?0
Plan/Permit #
.101 W5()
Plan Review Fee:
—Wo
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: 11801 North Greenbelt Parkway
Property Owner (please print): C E of Wheat Rhine - Mark Ruote Phone: 303.205.7553
Property Owner Email: mruote@ci.wheatridqe.co.us
Mailing Address: (if different than property address)
Address: 9110 West 44th Avenue
State, Zip: Wheat Ridge, CO 80033
Arch itectlEncii neer� City Qf Wheat Ridge - Mark Runte
Architect/Engineer E-mail: mruotencj.wheatridgP..co.us Phone: 303.205.7553
Contractor Shelter SPecialist., LLC
Contractors City License #: 160208 Phone: 303.530.5319
Contractor E-mail Address: info@shelterspecialist net -
Sub Contractors:
Electrical: Plumbing: Mechanical:
W.R. City License # W.R. City License # W.R. City License #
Other City Licensed Sub: KECI Colorado, Inc. Other City Licensed Sub:
City License # 20449 City License #
Complete all information on 130TH sides of this form
M COMMERCIAL ❑ RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑
RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT
® COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ OTHER (Describe)
(For ALL projects, please provide a detailed description of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
Picnic shelter along Clear Creek trail.
Sq. FOLF 225 SF Btu's
Amps
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
s 291642.00
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this pennit application are accurate and do not violate applicable ordinances, riles or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building pennit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER) (CONTRACTOR) nr AUTHOR/ZED REPRESENTATIVE) of (OWNER) CONTRACTOR
I?Iectronic Si�naturc (first and last name): Steve O'Hanlon DATE: 10/5/2016
DEPARTMENT USE ONLY
ZONING COMMMENTS: OCCUPANCY CLASSIFICATION:
Reviewer:
BUILDING DEPARTMENT COMMENT
Reviewer:
Building Division Valuation: $
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.
1 I
V-8' _ R
12'4' OUT/OUT OF SLAB
FTG. & COL.
4' FOUNDATION PLAN
SCALE: 112- = 1'-0-
O
TEKS SELF -DRILLING
SCREWS Q 12- O.C.
\
y
-
-
(4) -IW VERTICAL REBAR
3. Al welding is to be done In accordance with latest AWS standards. If welds are net specified. a1 welds are to develop full
p3 HORIZONTAL TIES Q 8-
strength of all component Parts.
111, 04 BARS CONTINUOUS
O.C. MAX.
PLAN
6. AN fabricated slwl Io be powder coated; color selected by owner,
m 0
da
7. Hardware (bolts. nuts, washers, etc.) to be furnished black unless noted to be holdipped galvanized. Shop to verify hole
tolerances and tolerances of threaded parts for compatibility of the galvanized parts only.
CONCRETE NOTES:
Q O
1. Remove all organic material and topsoil from slab area. Verify suitablily of subgnade. Fooling, are to bear on undisturbed
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natural s"'
7 or engineered fill. Both are to be compacted to 95% Proctor density.
2. Prepare slab with min. 8' compacted sand, gravel, or crushed rack.
^
I
II I
I I I
1}• MAX„ 1' MIN.
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LY V
4. Edge of slab to be thickened to min. 8' deep x 8- wide reinforced with 2-04 continuous rebars. Lap Splices min. 24'.
Q
H
LLI
�-
8'
4 '
7. Concrete slabs in open areas are to be sloped for drainage from center to edge and away from columns. Surface is to be
ITTH
I I I I
LEVELING NUTS METAL END CAP (26 G4)
1 �
II II
J- Ir" I1
n
NON -SHRINK GROUT
9. Concrete slab, foundation, mbar, wire mesh, leveling ,is, grout & anchor bolls til required) are N.I.C.
10.11 concrete reinforcing steel to be grade 60, deformed bars.
I 1
3/4'0 x 24'A307 AB: S w/ 1/4', 3'
U
I I I
SQUARE WASHER (w/ 13116.0 HOLE O.C.)
13. Assumed allowable soil bearing pressures: 2000 psl vertical bearing, 150 pct passive lateral bearing. 1 is the Owners
T- L1 �_ LI
TACK WELDED TO HEAD.
values are lower than the assumed values, the foundations must be redesgned (N.I.C.).
ERECTION NOTES:
AN steel members must be property braced until the complete structural system has been constructed. Correction of minor
misfits and a reasonable amount of reaming or alignment with drill pins will be considered a legitimate expense of erection.
In the event of error, defect In materials, andror workmanship of shop wwk which prevents proper assembling and filling up
of parts by the moderate use of drift pins, or reaming, Immediately report to the seller and obtain sellers approval of the
3' CLEAR
r�
COLUMN FOUNDATION DETAIL
COLUMN BASE REACTIONS:
Vu•unaxi u' 2,05010
Ve.rol.e.rweaal=-0oo#
Mx.as-rn ' 300#
CC Mot. arm 1.800p -e
17
1'6'
31
r
040
0.NE0.0a Eµ9 W0.
Poo PC Ate O OSO0.E�5
OPpS Oa0.UN
,ELF- i
SECTION E3
1
EC -1L - _ cc 13 _ - _ EC -1R - -
a
7-1_ _ _FIdS_-- - C1
4112 psI I W12
I
F-1 S-2 S-1
C-1
v
a, a
EG1R 3 EC -1L
-
B , 4
--_
1 (� TOP
T -O' CENJCE}N. OF COL.'S
r 12'-0' OUT/OUT OF ROOF
ROOF FRAMING PLAN
SCALE: 1/2' = 1'-0'
ROOF DECK SLPPLIER TO PRC
A UNIVERSAL RIDGE CAP (SEE
DETAIL ON SHEET 3)
1} x 24ga. x 50ksi MEGA -RIB PREFINISHED ROOF
PANELS (3'-0- COVERAGE PER SHEET) SHALL BE
ATTACHED PER DETAILS ON SHT. 3.
OSC0.E.N5\Z OC //--
SPKCENtE0. OE ^,NNatBS�Fp1y.1Et.`' r
MET � y
.�
V6'
METAL ROOFING NOTES:
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.
I
SYMM. ABOUT
6
gOD"c"""s
@
12
\J4y5• 4
ENO CW ENO GAS
111 -0111 OC W
VSE P PZ 12. _ II t' T -If T
114'0 E 1 It T Il I IIIfA
6'-0' TO BLDG. CL II � II II � II
DECK EDGE DETAIL SECTION A
07
r
CONTRACT NOTE:
Reference accepted proposal and/or executed contract for Identification of Items IurNshed by RCP Shelters. Inc. Any flem
not specifically InUuded shall be provded by owner, Installer or others. Some Items are specifically noted as N.I.C. (not In
contract).
STEEL & HARDWARE SHOP NOTES:
aaco on evRapar<o�w
.En uwEssso wanER rta.essvx
1, AN steel plate to be ASTM A36.
2. Steel tubes to be ASTM ASW Grade B, Fy-�6 ksl.
3. Al welding is to be done In accordance with latest AWS standards. If welds are net specified. a1 welds are to develop full
strength of all component Parts.
4. All bolts to be ASTM A325. Exception: Anchor bolts and all bolls smaller than 1n2-0 to be A307.
5. AN holes in steel to be 13/16'0 unless noted otherwise.
6. AN fabricated slwl Io be powder coated; color selected by owner,
7. Hardware (bolts. nuts, washers, etc.) to be furnished black unless noted to be holdipped galvanized. Shop to verify hole
tolerances and tolerances of threaded parts for compatibility of the galvanized parts only.
CONCRETE NOTES:
Q O
1. Remove all organic material and topsoil from slab area. Verify suitablily of subgnade. Fooling, are to bear on undisturbed
O U
natural s"'
7 or engineered fill. Both are to be compacted to 95% Proctor density.
2. Prepare slab with min. 8' compacted sand, gravel, or crushed rack.
^
3. Concrete slab to be 4' Nick. Reinforce slab with 6x6-w1.4xwl 6 welded wlre fabric at mid -depth. Lap splices 8'. All, Elbe:
1
` V rn�
mesh admixture (min. 1.5#ic.y.. fibrillated Polypropylene).
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LY V
4. Edge of slab to be thickened to min. 8' deep x 8- wide reinforced with 2-04 continuous rebars. Lap Splices min. 24'.
Q
5. N 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.
LLI
�-
6. hslall crack control joints (3/16- wide x t' deep) at 8' l0 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
V <
Q
lightly broomed or have a wood boweled finish.
1 �
8. Concrete slabs in enclosed areas are to have positive drainage to floor drains and have a boweled finish.
/'� Q
9. Concrete slab, foundation, mbar, wire mesh, leveling ,is, grout & anchor bolls til required) are N.I.C.
10.11 concrete reinforcing steel to be grade 60, deformed bars.
k1 J W T
Q _J
11, F', of concrete to be 3000 psi @ 28 days for foundation. F', of concrete to be 3500 psi Q 28 days for slab, air -entrained.
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12.AN cncrete work to be in accordance w/ latest ACI code,
13. Assumed allowable soil bearing pressures: 2000 psl vertical bearing, 150 pct passive lateral bearing. 1 is the Owners
responsibility to verily that the allowable soil bearing values at the site meal w exceed these assumed values. If the actual
values are lower than the assumed values, the foundations must be redesgned (N.I.C.).
ERECTION NOTES:
AN steel members must be property braced until the complete structural system has been constructed. Correction of minor
misfits and a reasonable amount of reaming or alignment with drill pins will be considered a legitimate expense of erection.
In the event of error, defect In materials, andror workmanship of shop wwk which prevents proper assembling and filling up
of parts by the moderate use of drift pins, or reaming, Immediately report to the seller and obtain sellers approval of the
method of correction.
Bolts through 10"ad! holes in steel are to be tell finger light only to allow for future movement. Other bolls are to be snug W
light. Torque measurement Is not required. Q J
NOThis building has been designed as a free standing, open structure. It walls are to be added. or if the building Is to o =
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adjoin another structure, or 8 other modiflc itlons are to be made. the structure must be re -engineered prior to these in O E
mooifica0ons (by others). U 2U
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ESIGN CRITERIA: <
20012 International Building Code w/ Amendments LL LL
■ ■ N U
Type M Construction: Type 11 13
Occupancy Classification: Assembly A-3 j
Building Occupancy Category II �, Z N Y c
eulding V"'-• 1,260 its •� u, �/} a x '
0. per person) 'I
ROOF DL l///) 0 D E
x
Metal Roofing & Fel 1,2 psf _ I m Y w
Misc. 0_8 p ■ ■
Total = 2 psf .weight of framing 0- to
FLOOR LL w Z X
La 100 psf O W
ROOF LL
J
=20 psf J W =
L
ROOF SL UJ
Ps' 43 psI (Ground Snow) ce O ZZ
P, 0.7 Po C.Z,Is ch U
C. - 1.0. C,' 1.2. 1a=1.0 ■ ■
P, ' 36 psf ti
P. = P, C. In p
4:12 pitch: C, = 1.0, P. = 36 psf ^ l2:WINZ W O O
Risk CaLOAD ? U vt v,
2
Risk Category II F J (n
V, = 136 mph, Vey = 105 mph N O uy
Exposure'C', Open Building w/ GC = 0 cl�j Q ZH
Component 6 Cladding Wind Presres: Pressure = 67 list 6 Suclon62 psf Q 0 m p a
SEISMIC ■ ■ co E
I, =1.0
Sa = 0.192. S, = 0.060 W c
Site Class D (assumed) U t
Sp = 0.205, So, = 0.096 LU U d
Spas k Desg Category e m J
r♦ 1 L�uyplent Lelarel Force Procedure o W
C li rcd Columns -Ordinary Stesoot Frames = W
-Weat
a4�jg
COMUNITY E)Ev ulme
Wheot Ridge BUildin DMSion
Approved Pans
Al;�
Pia E xOmni ner P" ad.
DaDWd) Seymour 16-189
2016.08.17 pR wN RAR 8-17.16
Validity of permit: The issuance ofo permit or �� -05'00' c-
approvalspecifications and C p10r1S
OPPOVal 1,111i6 «, or an aEv t DPS 8-17-16
c
authority t lei CV�E /{ REva
Or owjJdTO:[IN�L• �•N}•GLS1S��a{� ate,,, J saoP MG 1q_
ONLY IF TME MATERIALS SHOWN ON E roliA be I = SN 9934
ARE FURNISHED BY RCP SHELTERS, INC. AND ONLY IF pad` (l�W ¢ fEc -- 11724
MATERIALS ARE PAID FOR IN FULL. �''� (•- .,-,_�N�p`••
IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN ,4 ^
CONSENT OF RCP SHELTERS. INC., OR IF PAYMENT IS NOT I OF 3
MADE IN FULL. THEN CERTIFICATION BECOMES NULL 8 VOID.
OF
S-2
SAME AS
OPP. END
HSS 4xZLI 196
T -SW TUBE LENGTH
PURLIN P-1 1-REQ'D
ERECTOR NOTE:
SEE DECK SUPPORT CAP DETAIL
FOR CAP ATTACHMENT.
OHSS 4xa.1196
S-1
SAME AS
OPP. END
/ PVX P�
4.0 HOLE IN 11
TOP OF TUBE
END PLATE CENTER
END OF TUBE
T-s4r TUBE LENGTH
PURLIN P-2 2-REQ'D
PLAN
3'0 ACCESS HOLE
IN N.S. ONLY
PLAN
3'0 ACCESS HOLE
IN N.S. ONLY
RB000404x02AOO.5000
PUD00004x02A00.5D00
CENTER PLATE ON
END OF TUBE
FRAME F-1 2-REQ'D
CONSISTS OF:
2 - TUBE A
2 - END PLATE (EPO0000505A00.11 %)
2 - BOTTOM PLATE (HB040605.0SA00.3750)
2 - BACKER PLATE (FR000405xO5BOO.2500)
RS -1 2 REQ'D.
RIDGE SUPPORT
RIDGE ATTACHMENT DETAIL
ERECTOR NOTES
i.. 1 1/4* ELF_ORRIDGE (�4'M4T611 1111 WITH 012-24
FROM
x 1 1/4' SELF-0RKLING SCREYVS � 16'O.C:` 'MAX FROM
ENDS PRIOR TO BUILDING ASSEMBLY.
2. RS TO BE CONTINUOUS ON TOP OF BEAM. EXCEPTION: RS TO
STOP APPROXIMATELY 12' FROM EDGE OF TOP ACCESS
HOLE(S). FIELD CUT RS TO LENGTH AS REO'D.
DECK SUPPORT CAP DETAIL
GV -7'1r TUBE LENGTH
PURLIN P-3 2-REQ'D
ERECTOR NOTE:
o
SEE DECK SUPPORT CAP DETAIL
FOR CAP ATTACHMENT.
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PLAN
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N 0
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IN N.S. ONLY
W
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o HSS 4x2•.11% EPOOOOO4x02A00.11%
PO000004x02A00.5000 %��T
CENTER PLATE ON o v CENTER PLATE ON
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PLAN
w
J W
Lu Z Z
V -?It TUBE LENGTH
2 °�
PURLIN P-4 4-REQ'D
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IN N.S.ONLY
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RBOD0404x02A00.5000�— O- HSS 4x2x.i1%
I�nII''�R8020404x02A00.11%
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o
CENTER PLATE ON
_u
END OF TUBE
S2
GV -7'1r TUBE LENGTH
PURLIN P-3 2-REQ'D
ERECTOR NOTE:
W
SEE DECK SUPPORT CAP DETAIL
FOR CAP ATTACHMENT.
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(J)
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V U_ r cg
LL �
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PLAN
2
(n O
N 0
^
3'O ACCESS HOLE
IN N.S. ONLY
C O Y w
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o HSS 4x2•.11% EPOOOOO4x02A00.11%
PO000004x02A00.5000 %��T
CENTER PLATE ON o v CENTER PLATE ON
W a Z Cf
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END OF TUBE END OF TUBE
U)
5-,
w
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Lu Z Z
V -?It TUBE LENGTH
2 °�
PURLIN P-4 4-REQ'D
(n LL
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Wheat,,,,. wK RAR D-17-16
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REV 4:
E ( 44663 Yp �YYt77=� sH 893e
EEC ,oe Ro. 11724
(����y�y
"o NNAL
20F3
i
SELF DRILLING SCREWS
(#I2x24xl 1/2' IMPAX15, 3/8' HEAD),
ROOF RIDGE CAP
1 EACH SIDE OF EACH RIB
SCREWS TO PENETRATE TOP OF TUBE HOT
SELF*DRILLING SCREWS (#14x7/8'
LAP TEK, 318' HEAD) DO NOT OVER
JUST Il9a. BENT PLATE
TIGHTEN TO PREVENT DEFORMING
OF MATERIAL-
ATERIAL
OUTSIDE
OUTSIDE CLOSURE WITH
TAPE SEALANT TOP &
I I
BOTTOM.
SH9934
2. LOCK NUT IS PRESET #4 SHOP, BUT
RIDGE BEAM
MAY BE ADJUSTED SLIGHTLY IN FIELD
MEGA -RIB
1'
IF REO'O. FOR ERECTION.
PREFINISHED
3. PLACE COVERPLATE ASSEMBUES ON
ROOF PANELS.
DECK DETAIL
RIDGE BEAM
SECTION THRU
RIDGE LINE
THE ACTUAL ROOF PITCH MAY VARY
FROM THESE GENERAL DETAILS.
MEGA -RIB PREFINISHED
ROOF PANELS
SELF DRILLING SCREWS
#14x7/8 LAP TEK, NO' HEAD SCREWS @ � (#72x24xl 11 IMPAX/S, 318' HEAD),
20' O.0 MAXIMUM. ON EACH SIDE OF EACH RIB
MASTIC TAPE BETWEEN PANELS.
SECTION THRU ROOFING PANEL R SUPPORTING MEMBER
SELF DRILLING SCREWS
(#12.24x1 12' IMPAX/S. 318' MEAD),
1 EACH SIDE OF EACH RIB.
MEGA -RIB
PREFINISHED
ROOF PANELS.
SAVE BEAM
DECK DETAIL () EAVE BEAM
9" RIDGE CAP
26 GA.
14 LN. FT. REQUIRED
INSTALLATION:
FASTEN RIDGE CAP TO EACH
ROOFING PANEL AT EVERY
OTHER RIB. (1) SCREW EACH SIDE.
/
TRUE PLAN
TRUE PLAN
ELEV. VIEW
CC -11 4 REO'D.
11
ELEV. VIEW
CC -13 2 REO'D.
CPA -10
kCPA-10
N
PVX P�
CPA40:�'
CONN S-1 4-req'd.
1 - CPA -14 12' SQUARE COVERPLATE ASSEMBLY
2- CPA -10 312'SQUARE COVERPLATE ASSEMBLY
2- 12'0 x 61/2' BOLT
1- 3/4'0. Y BOLT (WITHOUTNun
ELEV
METAL DECK END CAP EC -1R (AS SHOWN)
26 GAUGE 2-REOV.
METAL DECK END CAP EC -1L (OPPOSITE)
26 GAUGE 2REO'D.
CPA -10
CPA -10
PLAN
CONN S-2 2-req'd.
...................................................
12'-0' @ EC -2
ELEV
METAL DECK END CAP EC -2
26 GAUGE 4REO'D.
2- CPA -10 312' SQUARE COVERPLATE ASSEMBLY
2- 12'0 x B 12' BOLT
2t
Y --t
SIDE
1/4'0 WEEP HOLEB
AT tYO. C.
0
0
CLO404DSxOSEDO.3750
CENTER ON END OF N
TUBE
O O
CL00000 0SADO.5D00 Fol
O O
BASE PLATE
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16-189
Ixuwre RAR 6-17-16
Claw:
COLUMN C-1
4-REQ'D
4
ORI
ERECTOR NOTES:
REv2
REVS
1. BEFORE ATTACHING COVERPLATE
ASSEMBLY, MAKE SURE THAT THE NUBS
ON THE BACKER PLATE FACE THE
I I
COVER PLATE.
SH9934
2. LOCK NUT IS PRESET #4 SHOP, BUT
EEC JOB NO: 11724
MAY BE ADJUSTED SLIGHTLY IN FIELD
1'
IF REO'O. FOR ERECTION.
3. PLACE COVERPLATE ASSEMBUES ON
SIDE
Zlll.l'IE.P..LE.
TUBES CAREFULLY SO AS TO NOT
SCRATCH THE PAINT ON TUBE.
COVERPLATE ASSEMBLY
4. ERECTION OF COVERPLATE ASSEMBLY:
CPA -1 S CPA -10
AT 1 Y O. C.
A. PUT ONE END OF BACKER PLATE
THRU ACCESS HOLE AND BEHIND
TUBE WALL
B. SHIFT ASSEMBLY TO ONE SIDE OF
ACCESS HOLE SO THAT THE OTHER
END OF THE BACKER PLATE CAN
SLIDE THRU THE ACCESS HOLE AND
BEHIND TUBE WALL SUGGEST
HOLDING A THIN PIECE OF
CARDBOARD OR SIMILAR MATERIAL
AGAINST TUBE TO PROTECT FROM
SCRATCHING WHILE SLIDING
COVERPLATE BACK AND FORTH INTO
POSITION.
C. POSITION ASSEMBLY SO THAT IT IS
PARALLEL WITH TUBE AND NUBS ON
0%
BACKER PLATE SIT INSIDE THE
ACCESSH OLE W/BACKER PLATE
IV
ORIENTED AS NEAR VERTICAL AS
eat
POSSIBLE.
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cVU ~ W
`W
N o
Q
1 O W
Q W
U
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16-189
Ixuwre RAR 6-17-16
Claw:
3 0 F 3
aEv 11 DPS &17.16
4
ORI
REv2
REVS
44663
SH9934
EEC JOB NO: 11724
3 0 F 3