HomeMy WebLinkAbout11850 W. Greenbelt ParkwayI, 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 am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all work tobperformed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR)Circle one) Date
1, This permit was issued based on a to ortnation 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 writingand
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. 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 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 issuance or g anting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable cod o any,ordtn a or regulation of this jurisdiction. Approval of work is subject to field inspection.
V
Signature of Chief Building Official Datc
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of Wheat Ridge
Comm. Accessory Stru PERMIT
-201601569
PERMIT NO:
201601569
ISSUED:
10/20/2016
JOB ADDRESS:
11850 W Greenbelt PKWY
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
** TOTAL **
0.00
*** COMMENTS ***
*** CONDITIONS ***
All roughs to
be done at Framing Inspection. A
3rd party welding
inspection is required.
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 am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all work tobperformed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR)Circle one) Date
1, This permit was issued based on a to ortnation 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 writingand
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. 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 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 issuance or g anting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable cod o any,ordtn a or regulation of this jurisdiction. Approval of work is subject to field inspection.
V
Signature of Chief Building Official Datc
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
W heat�idge
COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 291h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: perm its(cDci.wheatridge.co.us
I FOR OFFICE USE ONLY I
Date:
Plan/Permit #
ow
Plan Review Fee: r
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
Property Address: 11850 South Greenbelt Parkway
Property Owner (please print): City of Wheat Ridge- 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: mruote2d.wheatridae.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(&shelterspecial ist. 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
r
® 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 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. Ft./LF 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 29,642 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, rules or
regulations of the City of Wheat Ridge or covenants, casements 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 pennit 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 infonnation provided on the application.
CIRCLEONE: (OWNER) (CONTRACTOR) orAUTIIORI7.E,DREPRESENTATIVE) of (014NER) CONTRACTOR)
Electronic Si2nature (first and last name): Steve O'Hanlon _--DATE: 10]512016
DEPARTMENT USE ONLY
ZONING COMMMENTS: OCCUPANCY CLASSIFICATION:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
Building Division Valuation: $
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B. 1 4.
ALL DIMENSIONS SHOWN SPRINGING OFF
OF THE SLAB EDGE ARE MINIMUMS.
OWNER TO DETERMINE SLAB SIZE
PRIOR TO CONSTRUCTION.
f________________________________ --------
SEE COLUMN FOUNDATION I I
DETAIL ON THIS SHEET.
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tom- ,1-
(2) - 04 BARS CONTINUOUS
PLAN
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12'-0' OUT/OUT OF SLA
FOUNDATION PLAN
SCALE: 12' = 1'-0'
(4) - M VERTICAL REBAR
N3 HORIZONTAL TIES Q 8•
O.C. MAX.
13' MAX., 1' MIN
LEVELING NUTS METAL END
NON -SHRINK GROUT
3/4'0. 24'A301 A.B: S w/ 1/4'. 3'
SQUARE WASHER (w/ 13/16.0 HOLE O.C.)
TACK WELDED TO HEAD.
3 d
n e
3' CLEAR
COLUMN FOUNDATION DETAIL
COLUMN BASE REACTIONS:
�o<.ww.. s< • z.o5o#
Voa'ot.o.e'rA uruET - -0DO#
1
liosae-,w = 300N
CCMo* o .encu = 1.800#-8
CORNS a
040
COa E 5 W�1
PSS NCP BCO G SOREW5
CNPS Ofkt�LlN
SELF -
SECTION B
1
A
I
ECRL
CC -13
ECAR
1. All steel plate to be ASTM A36.
light. Torque measurement is not required.
n�
d
3. All welling Is to be done N accordance with latest AWS standards. If welds are not specified, all welds are to develop f1.11
a
strength of al component pans.
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4, AB bolts to be ASTM A325. Exception: Anchor bolls and all bolls smaller than 1i2'0 to be A307.
NOTE: This building has been designed as a free slanding, open structure. if walls are to be added, or if the building is to
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adjoin another structure. or it other modifications are to be made, the structure mus, be re -engineered prior to mese
S,
4/1al'I 4112
I _
S F-, S-2 S-1
C-1 m I C-1
E -1.1C 13 EC -11
TO
P -J 8 P-0 EG1B _ -
P
I 4•-6• I yr•
P-2 6 P-0
@ TOP
1•L' 9'-0• CENJCEN. OF COL.'S I _11-
# 12'-0' OUT/OUT OF OF ROOF
ROOF FRAMING PLAN
SCALE: 1/2'' 1'-0'
ROOF DECK SUPPLIER TO PRC
A UNIVERSAL RIDGE CAP (SEE
DETAIL ON SHEET 3)
1}' x 249a. x 50ks1 MEGA -RIB PREFINISF-FD ROOF
PANELS (3'-0' COVERAGE PER SHEET) SHALL BE
ATTACHED PER DETAILS ON SHT. 3.
.p\YDS --
SSEtf-DOF A,PNQ1�15®
NS CENSERc'OF
p1Ej � F /
./
E OCNP OCAPS
P HO ESP 170�1N EN II ��
114.0E 1 T it l
n II
6'-0' TO BLDG. CL II II
DECK EDGE DETAIL J-
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
SECTION A
1
• E�RDDFP
ANI/ s
12
95,. 4
CONTRACT NOTE:
Reference accepted proposal and/or executed contract for Mimlin-llon of Items furnished by RCP Shelters. Inc. Any Pleinvso
not specifically included shall be provided by owner, Installer or others. Some items are specifically noted as N.I.C. (not In
comma).
STEEL & HARDWARE SHOP NOTES:
P1 ^of ec°
T TT omTw,
n Eaaa[sxo wrurtEe Mau6v_..
1. All steel plate to be ASTM A36.
light. Torque measurement is not required.
2. Steel lubes to be ASTM A500 Grade 8, Fy-46 lsl.
3. All welling Is to be done N accordance with latest AWS standards. If welds are not specified, all welds are to develop f1.11
strength of al component pans.
4, AB bolts to be ASTM A325. Exception: Anchor bolls and all bolls smaller than 1i2'0 to be A307.
NOTE: This building has been designed as a free slanding, open structure. if walls are to be added, or if the building is to
5. AN hobs In steel to be 13116"0 unless rwled otherwise.
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6. Ali fabricated steel to be powder coaled; color snlecled by owner.
adjoin another structure. or it other modifications are to be made, the structure mus, be re -engineered prior to mese
7. Hardware (bolls, nuts. washers. eft.) to be furnished black unless noted to be hol-cipped galvanized. Shop to -Ify hole
tolerances and lolerances of threaded parts for compatibility of the galvanized pads only.
modifications (by others).
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CONCRETE NOTES:
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1. Remove all organic material and topsoil from slab area. Verify suitability of subgrade. Footings are to bear on undisturbed.
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natural sop a engineered fill. Both are to be compacted l0 95%Proctor density.
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2. Prepare slab with min. W compacted sand. gravel. or gushed rock.
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3. Concrete slab to be 4' Mick. Reinforce slab with 626-w1Axw1.4 welded wire fabric at mlddepN. Lap splices 8'. Ali.: Fiber
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mesh admWure (min. 1.5#,c.y., nbdgated polypropylene).
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4. Edge of stab to be thickened to min, 8' deep x 8' wide reinforced with 2-#4 continuous rebars. Lap splices rain. 24'.
Int Building Code w/ Amendments
Type of Construction: Type II -B
Occupancy Classification: Assembly A-3
5. In locallons subject to Inst, install isolation pint, man. 1 8"wide, around column piers using diamond or circular layout
Wire mesh shop be Interrupted at isolation joints.
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6. Install crack control joints (3116• wide x 1' deep) at 8'to 12'o.c.
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T. Concrete slabs In open areas are to be sloped for drainage from center to edge and away from columns. Sudace is to be
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lightly broomed or have a wood troweled finish.
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8. Concrete slabs In enclosed areas are to have Positive drainage to poor drains and nave a troweled finish,
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9. Concrete stab, foundation, m4bar, wire mesh, leveling nuts, grout 6 anchor bolts (if ".tied) am N.I.C.
10. All concrete reinforcing steel to be grade 60, deformed bars.
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11. F', of concrete 10 be 3000 psi @ 28 days for foundation. F'r of concrete b be 3500 psi ng 28 days for slab, air -trained.
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12. All concrete work to be in accordance col latest ACI code.
ROOF DL
13. Assumed allowable sop bearing pressures: 2000 psi vertical bearing. 150 pct passive lateral bearing. It is the Owner's
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responsibility to verify that the allowable sop beadng values at the site meet or exceed these assumed values. If the act -I
Metal Rooting d Fall 1.2 psf
Misc. 0_8
values am lower than the assumed values, the foundations must be redesigned (N.I.C.).
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p
ERECTION NOTES:
Total = 2 pst .weight of training
FLOOR LL
All steel members must be property braced until the complete structural system has been constructed. Correction of minor
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misfits and a reasonable amount of reaming or alignment with drift pins will be considered a legitimate expense of erection.
L=100 pst
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 pins, or reaming, immediately report to the seller and obtain sellefs approval of the
ROOF LL
L=20 psf
method of correction.
Baits through sbtled holes in steel ate to be left finger tight only to allow for future movement. Other bolts are to be snug
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light. Torque measurement is not required.
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NOTE: This building has been designed as a free slanding, open structure. if walls are to be added, or if the building is to
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adjoin another structure. or it other modifications are to be made, the structure mus, be re -engineered prior to mese
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modifications (by others).
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Int Building Code w/ Amendments
Type of Construction: Type II -B
Occupancy Classification: Assembly A-3
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Building Occupancy Category 11 % L.L Y
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Building Volume = 1,260 ft'
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Metal Rooting d Fall 1.2 psf
Misc. 0_8
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Total = 2 pst .weight of training
FLOOR LL
W
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L=100 pst
0 W
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ROOF LL
L=20 psf
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W W
ROOF SL
Ps = 43 Snow)
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Fist (Ground
Pr' 0.7 Po G'Ct Is
=
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C. - 1.0. Cr - 1.2. Is = 1.0
P,= J6 Pst
LL
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P. = P/ G
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4:12 Pitch: C. = 1.0. P. = 36 pst
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WIND LOAD
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Exposure t. Open Building w/ GC = 0
Component & Cladding Wind Pres Pressure = =
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67 psf 8 Suction -62 psf
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SEISMIC
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S=1.0
Ss= 0.192. Sr = 0.060
in
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2
Site Class D (assumed)
Sbs = 0.205. Sor = 0.096
of L 33
d
Seismic Design Category B
W
0
of
Equhalent Lateral Force Procedure
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C Cantikveretl Columns -Ordinary Steel Moment Frames
= W
R - 1.25, Cis -0.164
in cc
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City of
Wheat
COMMUNITY DEVELOPMENT
Wheat Ridge BuIldIng Division
Approved Plans
ad.
Daniel P Seymour
16-189
Plop Examiner G- r ,_
e
paAwN
RAR 8-77-t6
13:44:22 -05''0/0'
t,r
L��(.,�`(�p�
V A1�11v kOFOR0 per it or ys
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SH 9934
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a,��,��p.�p�,yl�y,b,, ^s has^ (Ell
MATE�LV r�W" 1 RJt R.es o 1, ye CitylI
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IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN
CONSENT OF RCP SHELTERS. INC.. OR IF PAYMENT IS NOT �' •' 'C
3
MADE IN FULL, THEN CERTIFICATION BECOMES NULL & VOID.
OF
T
END PLATE Cl
END OF TUBE
07
PLAN
3'0 ACCESS HOLE
IN N.S. ONLY
II ( 1 HSS 4x2&1196
s -z s-2
SAMEAS
OPP. END
T-54' TUBE LENGTH
PURLIN P-1 1-REQ'D
ERECTOR NOTE:
SEE DECK SUPPORT CAP DETAIL
FOR CAP ATTACHMENT.
PLAN
3'0 ACCESS HOLE
IN N.S. ONLY
I ) NSS 4x2x.1196 — E
S7 Sl
SAME AS
OPP. END
T -5W TUBE LENGTH
1
1 \�
PUX P�
d 0 HOLE IN
TOP OF TUBE
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O
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13/16'0 HOLE
IN BOT. OF TUBE
PURLIN P-2 2-REQ'D
R500040442A00.5000
PU000004x02A00.5000
CENTER PLATE ON
END OF TUBE
RS -1 2 REQ'D.
RIDGE SUPPORT
RIDGE ATTACHMENT DETAIL
ERECTOR NOTES:
1. CENTER RIDGE SUPPORT ON BEAM AND ATTACH WITH 612-24
x 1 114' SELF GRILLING SCREWS G 16'0.C. AND d• MAX FROM
ENDS PRIOR TO BUILDING ASSEMBLY.
2. RS TO BE CONTINUOUS ON TOP OF BEAM. EXCEPTION: RS TO
STOP APPROXIMATELY 1/2' FROM EDGE OF TOP ACCESS
HOLE(S). FIELD CUT RS TO LENGTH AS REOD.
DECK SUPPORT CAP DETAIL
2 S2
4 43pg5 I
16. SS 5s5� �g15
H
NBE a
I
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HOLES IN BACKER PLATE TO BE
SYMM.I ABOUT O DRILLED AFTER PLATE IS
WELDED TO FRAME.
BOTTOM PLATE BACKER PLATE
CENTER ON TUBE
I
11'-7{'
FRAME F-1 2-REQ'D
CONSISTS OF:
2. TUBE A
2 -END PLATE(EP000005x0SA00.1196)
2 - BOTTOM PLATE (HB0408051AS400.3750)
2. BACKER PLATE (FROOO405451300.2500)
or
ftN
PLAN
3'0 ACCESS HOLE
IN N.S. ONLY
(--)��/lI — HSS411196
S2
1'-7j' TUBE LENGTH
PURLIN P-3 2-REQ'D
ERECTOR NOTE:
SEE DECK SUPPORT CAP DETAIL
FOR CAP ATTACHMENT.
R1302040d02A00.1196
CENTER PLATE ON
END OF TUBE
PLAN
3'0 ACCESS HOLE
IN N.S. ONLY
0
PO000004x02A00.5000 \L^Jy HSS 4x2x.1198 EP000004x02A00.1196
CENTER PLATE ON O _ v CENTER PLATE ON
END OF TUBE END OF TUBE
S7
1'-7� TUBE LENGTH
PURLIN P4 4-REQ'D
i
P, pty of 19
Wheat Ridge
44663
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16-189
RAR 8.17-16
REV 1:
REV 2
REv
REV 4:
SR owc No.: SH 9934
EEC—R0. 11724
61EET-
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RAR 8.17-16
REV 1:
REV 2
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REV 4:
SR owc No.: SH 9934
EEC—R0. 11724
61EET-
20F3
SELF DRILLING SCREWS
(#l2x24xl 12- IMPAYJS. 318- HEAD).
1 EACH SIDE OF EACH RIB
SCREWS TO PENETRATE TOP OF TUBE
JUST 1l9a. BENT PLATE
BOTTOM.
RIDGE BEAM
ROOF RIDGE CAP
SELF -DRILLING SCREWS (#14x7/B-
LAP TEK. 316- HEAD) DO NOT OVER
TIGHTEN TO PREVENT DEFORMING
OF MATERIAL.
MEGA -RIB
PREFINISHED
ROOF PANELS.
DECK DETAIL P. RIDGE BEAM
SECTION THRU RIDGE LINE
MEGA -RIB PREFINISHED
ROOF PANELS
171
HEAD SCREWS 0
EN PANELS.
STL. BEAM
THE ACTUAL ROOF PITCH MAY VARY
FROM THESE GENERAL DETAILS.
SELF DRILLING SCREWS
(NI2x24x1 1/7IMPA%/5, 318- HEAD),
ON EACH SIDE OF EACH RIB
I 36 -COVERAGE ,
SECTION THRU ROOFING PANEL (a) SUPPORTING MEMBER
SELF DRILLING SCREWS
(M12x24x1 12' IMPAX/5, 3/B -HEAD),
1 EACH SIDE OF EACH RIB.
MEGA -RIB
PREFINISHED
ROOF PANELS.
SAVE BEAM
DECK DETAIL (a) EAVE BEAM
9" RIDGE CAP
26 GA
14 LN. FT. REQUIRED
INSTALLATION:
PTO EACH
E.
TRUE PLAN
ELEV. VIEW
CC -11 4 REQ'D.
TRUE PLAN
ELEV. VIEW
CC -13 2 REQ'D.
CPA -10
CPA -10
CLOOOOOSxO5E00.3750 �..4.
CENTER ON END OF N V O
TUBE p\,U%LP�\ O U
1
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CPA -10 r LU Q
�N CPA -10 Lu
S-1 L
PUX' P V U Q
CPA -1 0 PLAN <Lu
=
o Q J
U
m
y
x
CONN S-1 4-req'd. CONN S-2 2-req'd.
1- CPA -1 412- SQUARE COVERPLATE ASSEMBLY
2 -
CPA.
3 12' SQUARE COVERPLATE ASSEMBLY 2- CPA -10 3 117• SQUARE COVERPLATE ASSEMBLY F
2- 12.O x6 ffi-BOLT 2- 12'ex61/2'BOLT O O i W
1- 3/4.0x 2 - BOLT (WITHOUT NUT) 0 J
CLOOOOOSxO5A00.5000 F o0 2 Q
§ U N E
oU_ U_ 3
O O N cq !r � N
J �
aJ
LL Q Q J=
41
BASE PLATE N $
U��v,n0a
Z
N Vi Q r C
.
3
PA A-7 �o�co o E
Lh
V)
1' ' 1 J Z
SIDE a
6'4' LJf -- Y
_I w =
ELEV 114.0 WEEP HOLES 0 1n
AT 12.0. C. ZO Z
METAL DECK END CAP EC -1R (AS SHOWN) _ 02
COLUMN C-1 4-REQ'D(n ■ ■
26 GAUGE 2-REO'D. U U)-- E
Z w C 8
METAL DECK END CAP EC -1L (OPPOSITE)
U=
26 GAUGE 2-REQ'D. N 1 u m
T Q a p y
ERECTOR NOTES: a 0 ro o a
1. BEFORE ATTACHING COVERPLATE ■ ■ 2.
`7 ASSEMBLY, MAKE SURE THAT THE NUBS
I{ {I ON THE BACKER PLATE FACE THE TQ U)p
as COVER PLATE, UJ W 00 d
2. LOCK NUT IS PRESET IN SHOP, BUT N~.l a:
MAY BE ADJUSTED SLIGHTLY IN FIELD o W
IF REQ'D. FOR ERECTION. N = W
3. PLACE COVERPLATE ASSEMBLIES ON m K
■
17-T Q EC -2 TUBES CAREFULLY SO AS TO NOT ■
SIDE SCRATCH THE PAINT ON TUBE.
COVERPLATE ASSEMBLY
ELEV 114.0 WEEP HOLES 4. ERECTION OF COVERPLATE ASSEMBLY: CPA -1 S CPA -10
AT 12'0. C. A. PUT ONE END OF BACKER PLATE
METAL DECK END CAP EC -2 TUBE ALL. CESS ROLE AND BEHIND
B. SHIFT ASSEMBLY TO ONE SIDE OF
26 GAUGE 4-REOD, 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 0.
CARDBOARD OR SIMILAR MATERIAL PRa. Ro_
AGAINST TUBE TO SCRATCHING WHILE SROTECT FROM
SLIDING
16-189
COVERPLATE BACK AND FORTH INTO
POSITION. cfty of puwa: RAR &17-16
C. POSITION ASSEMBLY SO THAT IT IS
PARALLEL WITH TUBE AND NUBS ON C—
BACKER PLATE SIT INSIDE THE
ACCESS HOLE W/ BACKER PLATE
ORIENTED AS NEAR VERTICAL AS Rfl" DPS 8.17-16
POSSIBLE.
REV 2
on REvz
- r
SH 6934
EEC x» ND. 11724
�--•�'��`4� SIIEEI ML
„%-16„ 3OF3
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