HomeMy WebLinkAbout4100 Youngfield StreetCity of Wheat Ridge
Comm. Accessory Stru PERMIT - 201601568
PERMIT NO: 201601568 ISSUED: 10/20/2016
JOB ADDRESS: 4100 Youngfield ST EXPIRES: 10/20/2017
JOB DESCRIPTION: 225 sq ft Picnic Shelter along 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: UA / Unassigned BLOCK/LOT#: /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 29,642.00
FEES
Total Valuation 0.00
No Fees 0.00
** TOTAL ** 0.00
*** COMMENTS ***
*** CONDITIONS ***
WM: Approved per plans and red -line notes on plans. Must comply with 2012 IBC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
**Prior to final inspection approval - As-builts are required before approval of the
Building Final Inspection and Certificate of Occupancy can be issued. All roughs to be done
at Framing Inspection.
I, by m 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 am 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 parties to the work 10 be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
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Signature of OWNER or ONT�RACTO�Rircle one) Date
I. This permit was issued n provided in the permit 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 permit expires, a new permit may be required to be obtained. Isuance 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 Official and is not guaranteed.
4, 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 iss ante or grantinlof�perm s�ha11 not be construed to be a permit for, or an approval of, an violation of any provision of any
lapplicAe code or any olldi nce egyllq#ion of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City Of
Wheat kdJge
_:�COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 29`h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits .ci.wheatridge.co.us
I FOR OFFICE USE ONLY I
Date: +O ' /
Plan/Permit #
aulhol� �
Plan Review Fee:
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: 4100 Youngfield Street
Property Owner (please print): City of Wheat Mae- Mark Ruote Phone: 303.205.7553
Property Owner Email: mruote@ci.wheatridge.co.us
Mailing Address: (if different than property address)
Address: 9110 West 44th Avenue
City, State, Zip: Wheat Ridge, CO 80033
Architect/Engineer E-mail: mruote(Qd.wheatridge.co.us Phone: 303.205.7553
Contractor: Shelter Specialist., I I C
Contractors City License #: 160208 Phone: 303.530.5319
Contractor E-mail Address: info(dshelterspecialist. net
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub: KECI Colorado, Inc.
City License # 20449
Plumbing:
W.R. City License #
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
2
® COMMERCIAL ❑ RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑ RESDENTIAL 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 SYSTEWAPPLIANCE 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. Ft.ILF Btu's
Amps Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules 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 permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER) (CONTRACTOR) or AUTHORIZED REPRESENTATIVE) of (OWNER) QCONTRACMR
Electronic Signature (first and last name): Steve O'Hanlon DATE: 10/5/2016
DEPARTMENT USE ONLY
ZONING COMMMENTS: OCCUPANCY CLASSIFICATION:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer.
Building Division Valuation: $
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ALL DIMENSIONS SHOWN SPRINGING OFF
OF THE SLAB EDGE ARE MINIMUMS.
OWNER TO DETERMINE SLAB SIZE
PRIOR TO CONSTRUCTION.
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SEE COLUMN FOUNDATION I -------------------------- --- - I
DETAIL ON THIS SHEET. I
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1'-8• I g'-0'CENJCEN. OF PIER I v -8 -
FTG. d COL.
4' 4 FOUNDATION PLAN
SCALE: 172• = V.0"
TEKS
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SELF
SCREWS
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-- (4)-#4 VERTICAL REBAR
N3 HORIZONTAL TIES @ 8-
(2) - 04 BARS CONTINUOUS D.C. MAX,
PLAN
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Til
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LEVELING NUTS METAL END CAP (26 GA.)
NON -SHRINK GROUT
2. Steel tubes to be ASTM A500 Grade B. Fy=46 W.
3. Ali welding is to be done in accordance with latest AWS standards. If welds are not specified, all welts are to develop full
3/4'0 x 24' A307 A.B.'S w/ 114'. 3'
4. All bolts to be ASTM A325. Exception: Anchor bolts and an bolts smaller than 1,2-0 to be A301.
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SQUARE WASHER (w/ 13/16'0 HOLE O.C.)
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6. An fabncaled steel to be powder coaled: color selected by owner.
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TACK WELDED TO HEAD,
soler -s and tolerances of threaded parts for compatibility of the galvanized parts only.
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COLUMN FOUNDATION DETAIL
COLUMN BASE REACTIONS:
Va,,,„a -2.050#
Vii-e4YA 71e iT ' ADO#
Ha.o.e•vn = 3000
OP
OR,. CRµERS WRQ
h�PCpz S REWS.
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SECTION B
1
ROOF DECK SU'PLIER TO PROVIDE
A UNIVERSAL F:IDGE CAP (SEE
DETAIL ON SHEET 3)
1}' x 24ga. x 50ks1 MEGA -RIB PREFINISHED ROOF
PANELS (3'-0- COVERAGE PER SHEET' SHALL BE
ATTACHED PER DETAILS ON SHT. 3.
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114.0 1 li T II 1
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DECK EDGE DETAIL
1'-6•
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 1T 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.
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SYMM. ABOUT
SECTION K A
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CONTRACT NOTE:
Reference acoepled proposal and/or executed contract for Idenllficallon of Items firmishsd by RCP Shelters. Inc, Any hem
not specifically included shall be provided by owner. Installer or others. Some Items are specifically noted as N.I.C. (not In
contract).
STEEL 6 HARDWARE SHOP NOTES:
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1. All steel plate to be ASTM A36.
ECRL CC -13 ECAR
2. Steel tubes to be ASTM A500 Grade B. Fy=46 W.
3. Ali welding is to be done in accordance with latest AWS standards. If welds are not specified, all welts are to develop full
strength of al component parts.
4. All bolts to be ASTM A325. Exception: Anchor bolts and an bolts smaller than 1,2-0 to be A301.
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5. AIhules In steel to be 13/16-0 unless noted otherwise.
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6. An fabncaled steel to be powder coaled: color selected by owner.
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soler -s and tolerances of threaded parts for compatibility of the galvanized parts only.
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4, Edge of slab to be thickened to min. W deep x 6- wide reinforced with 2-#4 continuous rebars. Lap splices min. 24',
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5. In locations subject to frost, Instal Isolation joint, max. 1/8' wide, around column piers using diamond ce circular layout.
Wire mesh shall be interrupted at isolation joints.
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7. Concrete slabs in open areas are to be sloped for drainage from center to edge and away from columns. Surface Is to be
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6. Concrete slabs In enclosed areas are to have positive drainage to floor drains and have a troweled flash.
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9. Concrete slab, foundation. re -bar, wire mesh, leveling nuts. grout 8 anchor bolts 0f required) are N.I.C.
10. AN concrete reinforcing steelto be grade 60, done edbars.
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11.Fs of comate to be 3000 psi tp 28 days for foundation. F', of concrete lobe 3500 psi p 28 days for slab, air-entralned.
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12. A11 concrete work to be In accordance w/ latest ACI code.
13. Assumed allowable soil bearing pressures: 2000 psf vertical bearing, 150 pct passive Lateral bearing. II is the Owner's
responsibility to verify that the allowable sod bearing values at the Site meal or exceed these assumed values. If the actual
values are lower than the assumed values, the foundations must be redesigned (N.I.C.).
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misfits and a reasonable amount of reaming or alignment with drill pins win be considered a legitimate expense of erection.
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Bolts through sloded holes In steel are to be tell finger fight only to allow for future movement. Other bolts are to be snug
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adjoin another structure, of IT other modifications are to be made. the structure must be re -engineered prior to these
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mo0fitarons (by others).
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1'4i•
9'-0• CENJCEN. OF COL.'S
12'-0' OUT/OUT OF ROOF
ROOF FRAMING PLAN
SCALE; i/2• - V-0'
OR,. CRµERS WRQ
h�PCpz S REWS.
�F.OR1ULtµ /
SECTION B
1
ROOF DECK SU'PLIER TO PROVIDE
A UNIVERSAL F:IDGE CAP (SEE
DETAIL ON SHEET 3)
1}' x 24ga. x 50ks1 MEGA -RIB PREFINISHED ROOF
PANELS (3'-0- COVERAGE PER SHEET' SHALL BE
ATTACHED PER DETAILS ON SHT. 3.
1700 -
NIS �
RE i
DR1`VNNR`05.
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SPEK�ENtOk OF ykP �EP�ELS
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ME1 PL ENO CPO C _ 1N Eµ0 Cpl'
1111011,111
P µ011E5 P1 17 �IL II
114.0 1 li T II 1
II II
DECK EDGE DETAIL
1'-6•
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 1T 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.
1
SYMM. ABOUT
SECTION K A
1
8 @RDoFPa✓
fLS
12
°j49s 4
CONTRACT NOTE:
Reference acoepled proposal and/or executed contract for Idenllficallon of Items firmishsd by RCP Shelters. Inc, Any hem
not specifically included shall be provided by owner. Installer or others. Some Items are specifically noted as N.I.C. (not In
contract).
STEEL 6 HARDWARE SHOP NOTES:
t"r1°" `s-� ^°" `"' ""' !'•
1. All steel plate to be ASTM A36.
2. Steel tubes to be ASTM A500 Grade B. Fy=46 W.
3. Ali welding is to be done in accordance with latest AWS standards. If welds are not specified, all welts are to develop full
strength of al component parts.
4. All bolts to be ASTM A325. Exception: Anchor bolts and an bolts smaller than 1,2-0 to be A301.
5. AIhules In steel to be 13/16-0 unless noted otherwise.
6. An fabncaled steel to be powder coaled: color selected by owner.
1. Hardware (buts, nuts, washers, e1c,) to be furnished black unless noted to be hot4lpped galvanized. Shop to verify hole
soler -s and tolerances of threaded parts for compatibility of the galvanized parts only.
CONCRETE NOTES:
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1, Reprove all organic material and topsoil from slab area. Verify suitabilily of subgrade. Feelings are to bear on undisturbed,
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natural soil or engineered fill. Both are to be compacted to 95% Proctor density.
2. Prepare slab with rnm. 8- compacted sand, gravel. or cashed rock.
to be 4' Relnforre fabrk 8'. Alt.: Fiber
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3. Concrete slab thick. stab wIIh 6x6 -w1.4 w1.4 welded wire at mld-0eplh. Lap splices
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ash admixture (min. 1.50;c.y., fibndated polypropylene).
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4, Edge of slab to be thickened to min. W deep x 6- wide reinforced with 2-#4 continuous rebars. Lap splices min. 24',
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5. In locations subject to frost, Instal Isolation joint, max. 1/8' wide, around column piers using diamond ce circular layout.
Wire mesh shall be interrupted at isolation joints.
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6. Install crack control joints IV 16' wide x 1' deep) at 8'to 12' o.c.
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7. Concrete slabs in open areas are to be sloped for drainage from center to edge and away from columns. Surface Is to be
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lightly broomed or have a wood boweled finish.
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6. Concrete slabs In enclosed areas are to have positive drainage to floor drains and have a troweled flash.
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9. Concrete slab, foundation. re -bar, wire mesh, leveling nuts. grout 8 anchor bolts 0f required) are N.I.C.
10. AN concrete reinforcing steelto be grade 60, done edbars.
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11.Fs of comate to be 3000 psi tp 28 days for foundation. F', of concrete lobe 3500 psi p 28 days for slab, air-entralned.
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12. A11 concrete work to be In accordance w/ latest ACI code.
13. Assumed allowable soil bearing pressures: 2000 psf vertical bearing, 150 pct passive Lateral bearing. II is the Owner's
responsibility to verify that the allowable sod bearing values at the Site meal or exceed these assumed values. If the actual
values are lower than the assumed values, the foundations must be redesigned (N.I.C.).
ERECTION NOTES:
AN steal 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 win 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 filling up
of parts by the moderate use of drift Friars, or reaming. Immediately report to the seller and obtain sellers approval of the
method of correction.
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Bolts through sloded holes In steel are to be tell finger fight only to allow for future movement. Other bolts are to be snug
tight. Torque measurement is not required.
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NOTE: This building has been designed as a free standing, open structure. If walls are to be added, .,.f the building Is to
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adjoin another structure, of IT other modifications are to be made. the structure must be re -engineered prior to these
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mo0fitarons (by others).
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DESIGN CRITERIA: LL LL
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2012 Internalional Building Code w/ Amendment, LL ■ N �-
Type of Construction: Type 11-8
Occupancy Classification: Assembly A-3
Building Occupancy Category II
Mean Roof Heigh • 6'-8• (--{ z V) Y `e
Bandl ng Voluma•t,280N O ><_'
No. of Occupants = 21 (7 *per person) _ N O O W to
ROOF DIL fit X E
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Metal Roofing 8 Fell 1.2 psi
Misc. 0_8 p
Total = 2 psf r weight of framing n_ (n
FLOOR LL W Z d'
L=100 psf Q W
F
ROOF LLV)J
L. - 20 psf ,J W =
ROOFSLU
Ps = 43 psf (Ground Snow) W rnZ
P, 0.7 P.-",- •CI, 2 o
C,= 1.0. C,` 1.2. Is1.0 . 2
P, = 36 psf ti
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4:12 phch: C. = 1.0. P. = 36 psf n Z J O O
WIND LOAD a- a O W N
2
Risk Category II U F J L7) N
V,a = 136 mph, V„4 - 108 mph N 0 ui
Exposure'C', Open Building w/ GC = 0} Q Q o N
Component 8 Cladding Wind Presres: Pressure = 67 psf 8 Suction =.62 psf Q < m o n
SEISMIC a0
4-1.0 U) (n (n c
Ss = 0.192, S, = 0.060 QQ L
Site Class D (assumed) K
Sas = 0105. Sc, = 0.896 w O
Seismic Design Category 8 N J Q�
Equivalent Lateral Force Procedure oo W F-
Cantilevered Columns - Ordinary Steel Moment Frames = W
R=1.25, Cs=0.164 (n
V = 4000
TO
Daniel P Seymour 16-189
2016.08.17 pa w» RAR 6-17.16
13:44:22 -05'00' coxa
DESIGN CERTIFICATION FOR: a I DPS 9_'7-16
BUILDING SIZE: 12'x12' 4rr,'�� acvr
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BUILDING LOCATION: WHEAT RIDGE, CO��s�.�%�'� aEv l:
THIS CERTIFICATION OF DRAWINGS IS FOR THE ONE 'U�~d � 1 ps REV 4.
BUILDING ONLY AT THE SITE LISTED ABOVE. R 51- MG VALID _ € 44663 II Sn "°- SH 9934
ONLY IF THE MATERIALS SHOWN ON THESE IT
ARE FURNISHED BY RCP SHELTERS. INC. AND ONLY IF
Esc +�'p- 11724
MATERIALS ARE PAID FOR IN FULL °o�d; �• �t `g'v S -E7 Nio_
IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN
CONSENT OF RCP SHELTERS, INC., OR IF PAYMENT IS NOT OF 3
MADE IN FULL. THEN CERTIFICATION BECOMES NULL d VOID.
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TOP OF TUBE
END PLATE CENTER ON
END OF TUBE
RBOOD404a02A00.5000
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CENTER PLATE ON
END OF TUBE
FRAME F-1 2-REQ'D
CONSISTS OF:
2 - TUBE A
2 - END PLATE (EPO00005xO5AOD. 1196)
2 - BOTTOM PLATE (HB0405D5x05A00.3750)
2 - BACKER PLATE (FROODOOSxD5BOD.2500)
or
RS -1 2 REQ'D.
RIDGE SUPPORT
RIDGE ATTACHMENT DETAIL
ERECTOR NOTES:
1. CENTER RIDGE SUPPORT ON BEAM AND ATTACH WITH 012.24
x 1 114' SELF -DRILLING SCREWS ® 16' O.C. AND 4' MAX FROM
ENOS PRIOR TO BUILDING ASSEMBLY.
2. RS TO BE CONTINUOUS ON TOP OF BEAM. EXCEPTION: RS TO
STOP APPROXIMATELY 1f2' FROM EDGE OF TOP ACCESS
HOLE(S). FIELD CUT RS TO LENGTH AS REOD.
DECK SUPPORT CAP DETAIL
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SEE DECK SUPPORT CAP DETAIL
PLAN
FOR CAP ATTACHMENT.
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PURLIN P4 4-REQ'D
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END PLATE CENTER ON
END OF TUBE
RBOOD404a02A00.5000
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END OF TUBE
FRAME F-1 2-REQ'D
CONSISTS OF:
2 - TUBE A
2 - END PLATE (EPO00005xO5AOD. 1196)
2 - BOTTOM PLATE (HB0405D5x05A00.3750)
2 - BACKER PLATE (FROODOOSxD5BOD.2500)
or
RS -1 2 REQ'D.
RIDGE SUPPORT
RIDGE ATTACHMENT DETAIL
ERECTOR NOTES:
1. CENTER RIDGE SUPPORT ON BEAM AND ATTACH WITH 012.24
x 1 114' SELF -DRILLING SCREWS ® 16' O.C. AND 4' MAX FROM
ENOS PRIOR TO BUILDING ASSEMBLY.
2. RS TO BE CONTINUOUS ON TOP OF BEAM. EXCEPTION: RS TO
STOP APPROXIMATELY 1f2' FROM EDGE OF TOP ACCESS
HOLE(S). FIELD CUT RS TO LENGTH AS REOD.
DECK SUPPORT CAP DETAIL
TUBE LENGTH
�1'-7j- TUBE LENGTH
PURLIN
PURLIN P-3 2-REQ'D
ERECTOR NOTE:
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SEE DECK SUPPORT CAP DETAIL
FOR CAP ATTACHMENT.
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ERECTOR NOTE:
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SEE DECK SUPPORT CAP DETAIL
FOR CAP ATTACHMENT.
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SELF DRILLING SCREWS
ROOF RIDGE CAP
(012x24.1 12' IMPAX15, 316' HEAD).
1 EACH SIDE OF EACH RIB SELF -DRILLING SCREWS (074x7/6'
SCREWS 70 PENETRATE TOP Of TUBE NO7 LAP TEK, 18' HEAD) DO NOT OVER
JUST 11 ga. BENT PLATE
TIGHTEN 70 PREVENT DEFORMING
1 EACH SIDE OF EACH RIB.
OF MATERIAL
OUTSIDE CLOSURE WITH
TAPE SEALANT TOP 6
2
BOTTOM.
RIDGE BEAM MEGA -RIB
ROOF PANELS.
PREFINISHED
ROOF PANELS.
DECK DETAIL RIDGE BEAM
EAVE SEAM
_
SECTION THRU RIDGE LINE
MEGARIB PREFINISHED
ROOF PANELS
014x7/8 LAP TEK. 318- HEAD SCREWS
20.O.0 MAXIMUM.
MASTIC TAPE BETWEEN PANELS.
STL. BEAM
THE ACTUAL ROOF PITCH MAY VARY
FROM THESE GENERAL DETAILS.
SELF DRILLING SCREWS
(#72x24.1 1/2- IMPAX/5. 318' HEAD),
ON EACH SIDE OF EACH RIB
I 36'COVERAGE J
SECTION THRU ROOFINGSECTI N THRU ROOFING PANELaSUPPORTING MEMBER
CPA -10
kCPA-10
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CPq0��
CONN S-1 4-req'd.
1• CPA -1 412 -SQUARE COVERPLATE ASSEMBLY
2- CPA -10 312' SQUARE COVERPLATE ASSEMBLY
2- 12.0 x6 U2'BOLT
1 - 3/4.0 x 2' BOLT (WITHOUT NUT)
CPA -10
CPA -10
PLAN
CONN S-2 2-req'd.
2. CPA -10 3 12' SQUARE COVERPLATE ASSEMBLY
2- 12.0.612'BOLT
SELF DRILLING SCREWS
(012.24.1 12- IMPAX/5, 31W HEAD).
1 EACH SIDE OF EACH RIB.
2
MEGA -RIB{
PREFINISHED
ROOF PANELS.
e4.
r
EAVE SEAM
DECK DETAIL EAVE BEAM
/l,,,-.11W"EEP
c� _
SIDE
ELEV
HOLES
AT 12'0. C.
METAL DECK END CAP EC -1R (AS SHOWN)
26 GAUGE 2-REOD.
METAL DECK END CAP EC -1L (OPPOSITE)
26 GAUGE 2-REOV.
9" RIDGE CAP
26 CA.
2t
14 LN. FT. REQUIRED
INSTALLATION:
FASTEN RIDGE CAP TO EACH
ROOFING PANEL AT EVERY
,.y..
OTHER RIB. (1) SCREW EACH SIDE.
- s ■-s
"f
12'-0- Q EC -2
/S-IDE
ELEV
0 WEEP HOLES
AT 12'0. C.
\
METAL DECK END CAP EC -2
\
\ /
26 GAUGE 4REQD.
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TRUE PLAN
TRUE PLAN
ELEV. VIEW
CC -11 4 REQ'D.
or
ELEV. VIEW
CC -13 2 REQ'D.
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CENTER ON END OF
TUBE , P,–p
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BASE PLATE
COLUMN C-1 4-REQ'D
ERECTOR NOTES:
1, BEFORE ATTACHING COVERPLATE
ASSEMBLY, MAKE SURE THAT THE NUBS
ON THE BACKER PLATE FACE THE
COVER PLATE.
2. LOCK NUT IS PRESET IN SHOP, BUT
MAY BE ADJUSTED SLIGHTLY IN FIELD
IF REO'D. FOR ERECTION.
3. PLACE COVERPLATE ASSEMBLIES ON
TUBES CAREFULLY $
O AS TO NOT
SCRATCH THE PAINT ON TUBE.
4. ERECTION OF COVERPLATE ASSEMBLY:
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
BACKER PLATE SR INSIDE THE
ACCESS HOLE W/ BACKER PLATE
ORIENTED AS NEAR VERTICAL AS
POSSIBLE.
COVERPLATE ASSEMBLY
CPA -1 & CPA -10
OF
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16-189
DMWK RAR &/7-16
C_
REv 1' DPS 6-17-16
REV2
REV S
REV 4:
SnOV DWG ND- SH 9934
EEC JOX MD. 11724
—T RD_
3OF3