HomeMy WebLinkAbout11641 W. 44th AvenuePERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION:
City of Wheat Ridge
Residential Carport PERMIT - 202002505
202002505
11641 W 44th Ave
Construct carport
- 216 sq ft total
ISSUED: 01/07/2021
EXPIRES: 01/07/2022
*** CONTACTS ***
OWNER (720)206-8324 VAL LAR SHARON
GC (800) 579-8589 Gabriel & Alicia Torres 180098 Eagle Carports, Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31088.00
FEES
Total Valuation 0.00
Plan Review Fee 70.98
Use Tax 64.85
Permit Fee 109.20
** TOTAL ** 245.03
*** COMMENTS ***
*** CONDITIONS ***
A printed copy of the permit and city stamped on-site plans must be available on-site for
the first inspection.
Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
Owner/Contractor is responsible for locating property lines and constructing improvements
according to the approved plan and required development standards. The City is not
responsible for inaccurate information submitted within the plan set and any construction
errors resulting from inaccurate information.
For one- or two-family dwellings, the first twenty-five feet (25') of driveway area
from the existing edge of pavement into the site shall be surfaced with concrete, asphalt,
brick pavers or similar materials. A right-of-way permit may be required; contact Public
Works Department at 303-235-2861.
Landscaping removed or damaged during construction must be replaced prior to final
inspection.
1* � 4 41'
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION:
City of Wheat Ridge
Residential Carport PERMIT - 202002505
202002505 ISSUED:
11641 W 44th Ave EXPIRES:
Construct carport - 216 sq f t total
01/07/2021
01/07/2022
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�permrt. I further attest that I am leg ally authorized to include al entities entities named within this document as parties 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 or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information 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. 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 requ�ired
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, anviolation of any provision of any
applicable code or any ordinance or regulation 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.
change to valuation
From: no-reolv(alci.wheatridae.m. us
To: CommDev Perm is
Subject: Online Form Submittal: Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo)
Date: Thursday, December 3, 2020 10:02:27 AM
Residential Accessory Structure (Garage, Shed over 120 sq ft,
Gazebo)
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
PROPERTY INFORMATION
Property Address 11641 West 44th Avenue
Property Owner Name Sharon vallar
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-
4567)
720-206-8324
Property Owner Email vallar.sharon@gmail.com
Address
Attach City of Wheat
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
Electronic Payment Form.odf
CONTRACTOR INFORMATION
Contractor Business Eagle Carports
Name
Wheat Ridge 0051429
Contractor's License
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contractor Phone 844-900-0501
Number (enter WITH
dashes, eg 303-123-
4567)
Contact Email Address vallar.sharon@gmail.com
for
Questions/Comments
Retype Contractor vallar.sharon@gmail.com
Email Address
DESCRIPTION OF WORK
Detailed Scope of Fully Open Carport
Work - Example:
Detached Garage with
Electrical;
Unconditioned shed
Square Footage of 216
Accessory Structure
Engineering Letters Field not completed.
and Other Letter Size
Attachments
Construction Plans Eaale- 30x20 Coen Caroort Master Desian. Rev8 (2018) -
scanned on 11'x17" or Cony ndf
larger
Project Value (contract $1227 216sq ft/204.300 sq/ft =$3,088.80
bf 12/21value or cost of ALL
materials and labor)
Mlei uG\lIJ:».70111101.7: 11IMI 01.ln[e1Ga01owmel:1=1r�d:10r1
I assume full Yes
responsibility for
compliance with
applicable City of
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
Person Applying for Sharon Vallar
Permit
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Email not displaying correctly? View it in your browser.
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
----ALLPIRW_€_
1MbJ2db FpIO M-1-
ciN of
'� W heat�id�Te
COMMVNIIY U!V!l<N'MENT
APPROVED
Reviewed fer Cdde Com lumm
BRANDON F 12/21/2020
Plana Examiner Data
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Reviewed for Zoning Compliance by the
City of Wheat Ridge Planning Division
APPROVED
BY:�'�,�(�"
DATE, D� ecember 22, 2020
COMMENTS: Approved with conditions
The first 25' of a driveway from the exi:
edge of pavement into the site shall be
surfaced with concrete, asphalt, brick p�
or similar material. Contact Dept of P�
Works for ROW Permit303-235-2861.
2F N
ALL WORK SHALL COMPLY
WITH 2018 IRC, 2018 IECC,
2020 NEC, COLORADO
PLUMBING CODE AND THE
CITY OF WHEAT RIDGE
AMENDMENTS
Owner/Contractor is responsible forlocatinges
and constructing improvements according to the approved
plan and required development standards. The City is not
responsible for inaccurate information submitted within t e
plan set and any construction errors resulting from
inaccurate information.
Landscaping removed or damaged during
construction must be replaced prior to final
inspection. qq\4�
city W
Wheat Ridge
i
F.
CRY at
Wheat Ridge
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL P 9#sJ& are
n ins
Eagle Carports
"Flying High with Great Deals"
STRUCTURAL DESIGN
FULLY OPEN (CARPORT) BUILDING
MAXIMUM 30'- 0" WIDE X 209- 0" HEIGHT -
BOX EAVE FRAME AND BOW FRAME
23 December 2019
Revision 8
M&A Project No. 16166S/17207S/17293S/18012S/18260S/19320S
Prepared for:
Eagle Carports
210 Airport Road
Mount Airy, NC 27030
Prepared by:
Moore and Associates Engineering and Consulting, Inc.
1009 East Avenue
North Augusta, SC 29841
401 S. Main Street, Suite 200
Mount Airy, NC 27030
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ENGINEERING AND CONSULTING
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PROFESSIONAL
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210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STR
N0, 16166SI
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I HAVE RESEARCHED TF
IS CHAPTER
y
AND THE LOUISIAN
STATE
UNIFORM CONSTRUC
ION CODE
—
AND TO THE BEST OF MY
KNOWLEDGE
WAYNE SHERIDAN MOORE =
AND BELIEF, THESE DRA
VINGS ARE IN
= License No. 40931 =
COMPLIANCE THEREV
ITH. I TAKE
•�'i�.a;�'� _
FULL RESPONSIBILIT
FOR THE
��`�� �ti~
CONTENTS OF THE:
PLANS.
'3Si0NA`
Professional Certification
I hereby certify that these
. ��9y� '
documents were prepared
r
approved by me, and that I
m
-
a duly licensed professiona
-s+_ - : ►�r =
engineer under the laws of
��� •!iso 497 �e.\_�,
the State of Maryland,
., /ON
license No. 49744
License ,
�
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_
Expiration Date
��TN AFL
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U
AYNIr S. MOORE
Lic. No. 051637
1.6
EAGLE CARPORTS
MOORE AND ASSOCIATES
WAVN BYi LT
210 AIRPORT ROAD
ENGINEERING AND CONSULTING, INC.
CHECM BY- PDH
MOUNT
30'-O"x20' UL Y PEN STRUCTURE
M-1ECT MM VSM
TE, 1e -e3-19
SC&Ei NTS
..W M 161665/
8012S/18260S/19320S
TM »=NOiT IS THS PROPERTY OF MOORE AMO AWWATES EMMEIRM AM
CCNSULT14G THE L%WDMM RUIRIJ WTIQI. CIP'CM OR MMMVISE USE OF
CLIENTS EAC�E CARPORTS
. 1A
DW& Md SK -1
, 8
TM DOM11O(r XS STRICTLY VE SlSJ TO LEGAL ACTlaL � AND ANY MAY
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
LOCUENT 1S 7K PROPERTY OF I NO
Unm TFE utivi ar4m REPRDOUCTmi, a
mUE7f IS STRICTLY PROFmI o MOI ANY
M"T m LEML ACTmI
PROJECT Wlb VSM
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STRUCTURE
A8 M 161665/
. 2 Im. Ha SK -1 PEw e
DRAWING INDEX
SHEET
1
PE SEAL COVER SHEET (1 OF Z)
SHEET
IA
PE SEAL COVER SHEET (2 OF 2)
SHEET
Z
DRAWING INDEX
SHEET
3
INSTALLATI❑N NOTES AND SPECIFICATI❑NS
SHEET
4
TYPICAL SIDE AND END ELEVATI❑NS
SHEET
5
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
SECTI❑NS
(BOX SAVE RAFTER)
SHEET
5A
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
SECTI❑NS
(BOX EAVE RAFTER)
SHEET
6
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
CONNECTION DETAILS
(BOX SAVE RAFTER)
SHEET
6A
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
CONNECTION DETAILS
(BOX EAVE RAFTER)
SHEET
7
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
SECTI❑NS
(BOW EAVE RAFTER)
SHEET
7A
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
SECTIONS
(B❑W EAVE RAFTER)
SHEET
8
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
C❑NNECTI❑N DETAILS
(BOW EAVE RAFTER)
SHEET
8A
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
C❑NNECTI❑N DETAILS
(BOW EAVE RAFTER)
SHEET
9
BASE RAIL ANCHORAGE ❑PTI❑NS
SHEET
10
BOX SAVE RAFTER GABLE END ❑PTI❑N
SHEET
11
BOW EAVE RAFTER GABLE END ❑PTI❑N
SHEET
12
CONNECTI❑N DETAILS
SHEET
13
LEAN-TO ❑PTI❑N (BOX EAVE RAFTER)
SHEET
13A
LEAN-TO ❑PTI❑N (BOX SAVE RAFTER)
SHEET
13B
LEAN-TO OPTION (BOX EAVE RAFTER)
(EXPOSURE B)
SHEET
13C
LEAN-TO ❑PTI❑N (BOX EAVE RAFTER)
(EXPOSURE C)
SHEET
14
LEAN-TO ❑PTI❑N (BOW RAFTER)
SHEET
14A
LEAN-TO OPTION (BOW RAFTER) (EXPOSURE B)
SHEET
14B
LEAN-TO ❑PTI❑N (BOW RAFTER) (EXPOSURE C)
SHEET
15
BOX SAVE RAFTER EXTRA SIDE PANEL OPTION
SHEET
16
BOW EAVE RAFTER EXTRA SIDE PANEL ❑PTI❑N
SHEET
17
VERTICAL ROOF ❑PTI❑N END AND SIDE
ELEVATI❑N AND SECTIONS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
LOCUENT 1S 7K PROPERTY OF I NO
Unm TFE utivi ar4m REPRDOUCTmi, a
mUE7f IS STRICTLY PROFmI o MOI ANY
M"T m LEML ACTmI
PROJECT Wlb VSM
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STRUCTURE
A8 M 161665/
. 2 Im. Ha SK -1 PEw e
INSTALLATI❑N NOTES AND SPECIFICATI❑NS
I. DESIGN IS FOR MAXIMUM 30'-0' WIDE x 20'-0' EAVE HEIGHT OPEN CARPORT STRUCTURES.
2 DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (FBC) 6TH EDITION, 2018 NORTH CAROLINA
BUILDING CODE, 2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC, 2012 IBC, 2015 IBC AND 2018 IBC.
3 DESIGN LOADS ARE AS FOLLOWS
A) DEAD LOAD = 15 PSE
B) LIVE LOAD = 12 PSF
C) GROUND SNOW LOAD = 35 PSF
NOTE DIFFERENTIAL LOADING DUE TO SNOW DRIFTING NUT ANALYZED
4 3 -SECOND GUST ULTIMATE WIND SPEED (VULT) 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH)
5. MAXIMUM RAFTER/POST AND END POST SPACING = 50 FEET (UNLESS NOTED OTHERWISE).
6. END WALL COLUMNS (POSTS) ARE EQUIVALENT TO SIDE WALL POSTS IN SIZE AND SPACING (UNLESS NOTED OTHERWISE).
7 RISK CATEGORY I.
8, WIND EXPOSURE CATEGORY B/C.
9 SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2'x2 1/2-14 GAUGE TUBE STEEL (TS)
FRAMING MEMBERS.
10, AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR HAT CHANNELS, AND COLUMNS (INTERIOR OR END) = 10' OC (MAX)
11 FASTENERS CONSIST OF #12-14x3/4' SELF -DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS
SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (312 PITCH) OR LESS SPACING
REQUIREMENTS FUR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY ROOF SLOPES LESS THAN 3:12 REQUIRE USE OF LAP JOINT SEALANT
12. ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER COLUMN ALONG SIDES.
13 STANDARD GROUND ANCHORS (SOIL NAILS) CONSIST OF 04 REBAR W/ WELDED NUT x 36' LONG IN SUITABLE SOIL CONDITIONS. OPTIONAL
ANCHORAGE MAY BE USED IN SUITABLE SOILS AND MUST BE USED IN UNSUITABLE SOILS AS NOTED.
14 WIND FORCES GOVERN OVER SEISMIC FORCES SEISMIC PARAMETERS ANALYZED ARE:
SOIL SITE CLASS = D
RISK CATEGORY I
R= 3.25 lE= 10
Sus- 2.039 g V= CSW
SDS= 1258 g
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
DW )mCUEIR 1S TW PRAY IF NOW i
CQISILmm 7w Il11itanc im REPRGDUCTID
no DOC *off IS STRICTLY pmm m ARD
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BYi LT 210 AIRPORT ROAD
MOUNT AIRY, NC 27030
D BY, PIN 30'-0"x20'-0" SP FULLY OPEN STRUCTURE
JEW NO 16166S/
. 3 IBvr. m SK -1 IrEw 8
BOX EAVE FRAME RAFTER STRUCTURE
V < 30-0' MAXIMUM RAFTER SPAN
TYPICAL END ELEVATI❑N
SCALE NTS
BOW EAVE FRAME RAFTER STRUCTURE
V ( 30-0' MAXIMUM RAFTER SPAN
TYPICAL END ELEVATI❑N
SCALE NTS
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL SIDE ELEVATI❑N
SCALE NTS
MOORE AND ASSOCIATES I DRAWN HYI LT
ENGINEERING AND CONSULTING, INC. ICHECKED Wi F
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL SIDE ELEVATI❑N
SCALE NTS
TING
ONAU
41NO
ONAU
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STRUCTURE
.AB M 16166S/
S DOCU DiT IS THE PROPERTY OF NOME Alm AS=rATES DiGNEpRDIG AND I PROJECT NBRI WSM IDATE, 12-23-14 SCALE, NTS ISM2S/1825
SLLTBIG. THE UNAUT}fDRIM REPRODUCTBLI, COPYING. OR OTF[RYLSE USE O=
SUBJECT TU LE� TLY PfMlb= AND AW ff �r CLD FTI EAGLE CARF�tTS SHT. 4 DWG. ND SK -1 6Evj 8
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOUUENT IS THE PROPERTY OF NZIIE AND ASSOCIATES ENM EERM AND
CDIISILTD& THE UNAUTHORIZED REPRODUCTM COPYDJG, OR ffn*RWISE USE OF
THIS DOCIND11T IS STRDCTLY PROMIIED AND ANY DFRDIIMIENT TFEREWOH NAY
1E SUD.ECT TO LEGAL ACTIOR
SCALE: NTS
HYI LT 210 AIRPORT ROAD
MOUNT AIRY, NC 27030
D BY, PDH 30'-0"x20'-0" SP FULLY OPEN STRUCTURE
T NM WSH DATE, 12-23-19 SCALE, NTS liom
XB N0, 161665/
EAGLE CARPORTS • 5 DWG. NDti SK -1 Vi A3
29 GA GALVANIZED METAL ROOF
29 GA GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTERS
18 GA U -CHANNEL BRACE PANELS FASTENED TO RAFTERS
•-TS COLLAR TIE
FASTENED TO RAFTER WITH
}S ROOF RAFTER
(2) 912-14x3/4' SDF'S AT
7 5
19 EACH END (4 PER BRACE)
TS ROOF RAFTER
'a ^'
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54
12
12
Jj � �3
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U -BRACE FOR 12' -0' -IB' -0' BLDG -AN�
S
FOR 26'-0' BLDG SPAN
i
3'-0' u -BRACE FOR 20'-0' BLDG SPAN
l8'-0' FOR 2B'-0' BLDG SPAN
20'-0' FOR 30'-0' BLDG SPAN
�
6'-D' U -BRACE FOR 22'-0'-24'-D' BLDG SPAN
f
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f�
IS COLUMN
a
` TS COLUMN
£
(TYP)
(TYP)
9
•
IS BASE ;x AIL
12
TS BASE RA1L�
-
(TYP)
••
(TYP)
W < 24'-0' MAXIMUM RAFTER SPAN
24-0' < W < 30-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION
TYPICAL
RAFTER/COLUMN END FRAME SECTION
SCALE: NTS
SCALE NTS
29 GA. GALVANIZED METAL ROOF
18 GA U -CHANNEL BRACE 29 GA GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTERS
—TS COLLAR TIE
FASTENED TO RAFTER WITH PANELS FASTENED TO RAFTERS
(2) 912-14x3/4' SDF'S AT
,- IS ROOF RAFTER
IA EACH END (4 PER BRACE) TS ROOF RAFTER
6A 12
-
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3
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FFF-FOR—FOR
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2'-0' U-BRACE12-02'-0'--18-0' BLDG aPM
16'-0' FOR 26'-0' BLDG SPAN
3'-0' U -BRACE FOR 20'-0' BLDG. SPAN
18'-0' FOR 28'-0' BLDG SPAN
6'-0' U -BRACE FOR 22'-0'-24'-0' BLDG SPAN
20'-0' FOR 30'-0' BLDG SPAN
s
x
IS DOUBLE COLUMNTS
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DOUBLE COLUMN
(TYP)
a
f
(TYP)
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IS BASE RA 11z
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(TYP)
TYP)
W < 24'-0' MAXIMUM RAFTER SPAN
24'-0' < W < 30'-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION
TYPICAL
RAFTER/COLUMN END FRAME SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
THIS DOUUENT IS THE PROPERTY OF NZIIE AND ASSOCIATES ENM EERM AND
CDIISILTD& THE UNAUTHORIZED REPRODUCTM COPYDJG, OR ffn*RWISE USE OF
THIS DOCIND11T IS STRDCTLY PROMIIED AND ANY DFRDIIMIENT TFEREWOH NAY
1E SUD.ECT TO LEGAL ACTIOR
SCALE: NTS
HYI LT 210 AIRPORT ROAD
MOUNT AIRY, NC 27030
D BY, PDH 30'-0"x20'-0" SP FULLY OPEN STRUCTURE
T NM WSH DATE, 12-23-19 SCALE, NTS liom
XB N0, 161665/
EAGLE CARPORTS • 5 DWG. NDti SK -1 Vi A3
18 GA U -CHANNEL BRACE 29 GA GALVANIZED METAL ROOF
FASTENED TO RAFTER WITH PANELS FASTENED TO RAFTERS
(2)H]
SDF'S A7
TS ROOF RAFTER
EACH END (4 PER BRACE)
12
Q 3
S' -D' U -BRACE FOR 12'-0'-lB'-0' BLDG S-A.
3'-0' U -BRACE FOR 20'-0' BLDG. SPAN
6-0' U -BRACE FOR 22-0--24-0" BLDG SPAN
u
o
x
z
I J
TS LACED COLUMN
(TYP)
a
IS BASE RAIL N
(TYP)
TS ROOF RAFTER— 29 GA GALVANIZED METAL ROOF
IS COLLAR TIE PANELS FASTENED TO RAFTERS
7 6 .
LZ
I` 12
3
16-0' FOR 26-0' BLDG SPAN
10'-0' FOR 28'-0' BLDG. SPAN
20'-0' FOR 30'-0' BLDG SPAN
u
x
f
O
7S LACED COLUMN
(TYP)
s
TSBASE "IL
(TYP.)
(TYP) W < 24'-0' MA%IMUM RAFTER SPAN (TYP) 24-0' < W < 30-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE: NTS
SEE NOTES
(SHEET3)
FOR MAX IMUM
SPACING
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
ISCALE: NTS
SCALE: NTS
MOORE AND ASSOCIATES I DRAWN BYI LT
ENGINEERING AND CONSULTING, INC. I CHECKED BYI PDH
.THIS D[1MMOff IS THE PRWMY OF W33tE AND ASSOCIATES DWAMUM ANDPROJECT NGRI WSN
W-
CONSLLTTHE UIMUT}�lM RENitODIICfIx CIpym OR UMMWTSE USE OF
nU DOCLFM M TTRDCTLY PRMlrrED AND ANY I wamowir THONIM MAY
K SULAOCT TO LEGAL ACTMX CLD=NT1 EAGLE CAA
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STRUCTURE
JOB NOI 1665/
1 12-23-19 SCALEI NTS B S/1 1660S/ 932GS
sADWG Nd SK -1 w a
TS ROOF RAFNR
12
'ONt4ECT3R 3/16 3�
SLEEVE TO f
RAFTER 3/16 .
MINIMUM6' LONG,
MINIMUM 14 GA,
CONNECTOR SLEEVE
6' SECURE WITH (4) /
112-14x3/4' SDF'S
I I a
vs, i
m Q
f /
U -CHANNEL KNEE
BRACE
E FASTENED TO
RAFTER AND COLUMN
TS LACED COLUMN
a
f
3/16
TYP
3 /1 6
I
TS CHORD
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL FOR
HEIGHTS 16'-0' < TO < 20'-0'
SCALE: NTS
SECURE WITH (4)
112-14x3/4' SDF'S
(EACH END)
MOORE AND ASSOCIATES I DRAWN BY, LT
ENGINEERING AND CONSULTING, INC. I cwcin BY. PDN
�n= IO�DETNT IS TW PROPERTY O" I &W ASSOCIATES EINGONEQM AND PROJECT MGR. WSDDd Wff LS TW PRWMFY IF I Mm ASZ=TES MIAMt0lfi AND PROJECT NM VS
CONSULTD& THE UNALM93MEED REPRODUCTION. COPYING, OR OTHO WISE USE O'
THIS DUCLM T 1S STRICTLY PRONIDITED AND ANY 11#70 DENT TFEFELM N INY
BE SUIT UT TO LEGAL ACCIOA CLIENT. EAGLE CI
.18 GA U -CHANNEL BRACE FASTENED TO
2 1/2' THE COLUMN AND ROOF BEAM, WITH
(4) #12-14x3/4' SDF'S AT EACH END
(8 PER BRACE)
BRACE SECTION
SCALE: NTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STRUCTURE
JOH N0. 16166S/
EI 12-23-19 SCALE• HTS 1$012 5 /102 60S/1!
6 DWG. m SK -1 EW B
TS ROOF RAFTER
CONNECTOR SLEEVE
TO RAFTER
MINIMUM 6' LONG, CONNECTOR
SLEEVE MINIMUM 1
4 GA,
SECURE COLUMN TO SLEEVE
WITH (4) 812-14x3/4' SDF'S
IS DOUBLE COLUMN
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL FOR
1A HEIGHTS 14'-0' < TO S 16'-0'
SCALE- NTS
i
i
[
1B GA U -CHANNEL BRACE FASTENED TO
THE COLUMN AND ROOF BEAM, WITH
y (4) 812-[4x3/4' SDF'S AT EACH END
(B PER BRACE)
BRACE SECTION
SCALE NTS
V[TH
'-1:'4x31i'
(EACH END)
TS ROOF RAFTER —
CONNECTOR3/16 12
SLEEVE 3715 ��6• 3�1
TO RAFTER ff��
6'
MINIMUM 6'LONG, CONNECTOR
SLEEVE MINIMUM 14 GA,
SECURE COLUMN TO SLEEVE
WITH (4) N12 -14x3/4' SDF'S
MOORE AND ASSOCIATES I BRAVN IM LT
ENGINEERING AND CONSULTING, INC. I CNEaKEn BY. PDH
THIS ROCLMIT IS THE PROPERTY OF HIM AND ASSOCIATES E NEDEERBIG AND I PROJECT NGb VSM
CDISILTDIM THE IRWITFOtIM REPROIR CTB)6 COPYD66 OR UnI RVISE USE OF
1145 LOCUIEIR IS STRICTLY PFMMM AND ANY DFRDOWE fT T ERVAM MY
BE SUWA= TO LESAL ACTIOM I GHENT[ EAGLE rM
TS Ci PRIN
�SEGLIRC WITH
/! (4) H12 -14x3/4'
r SDF'S (EACH END)
,o
—IB GA U -CHANNEL KNEE
BRACE FASTENED TO
RAFTER AND COLUMN
ro
BOX EAVE RAFTER COLUMN
— CONNECTION DETAIL FOR
HEIGHTS j 14'-0'
SCALE NTS
EAGLE CARPORTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STRUCTURE
JOB ND 16166S/
6A IDV6. ND SK -1 hEv.[ 8
29 GA GALVANIZED METAL ROOF
18 GA U -CHANNEL BRACE PANELS FASTENED TO RAFTERS
FASTENED TO RAFTER WITH
(2) 412-14x3/4' SDF'S AT
EACH END (4 PER BRACE) TS BOW RAFTER
12
2' -0'U -BRACE FOR 12-0-113 0' BLDG SCAN
3'-0" U -BRACE FOR 2D'-0' BLDG SPAN
6'-0' U -BRACE FOR 22'-0"-24'-0" BLDG SPAN
29 GA GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTERS
TS COLLAR TIE
TS BOW RAFTER
iZ I�
3
16'-0' FOR 26'-0" BLDG SPAN
l8'-0'
OR 28'-0' TN�
BLDG SPAN
20'-0' FOR 30'-0' BLDG SPAN
x r
u
Z Z
O J
O
TS COLUMN s --TS COLUMN f
(TYP) (TYP)
5' 5
i2 TS BASE RAIL v 12 TS BASE RAIL
(TYP ) (TYP)
r W < 24'-0' MAXIMUM RAFTER SPAN 24-0' < W $ 30-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE: NTS
29 GA GALVANIZED METAL ROOF
M.."
EL BRACE - PANELS FASTENED TO RAFTERS
AFTER WITH
SDF'S AT TS BOW RAFTER
1R R BRACE)
3A
I�. f 30' U -BRACE FOR 12'-0'-18'-0' BLDG SWAN' -0' U -BRACE FOR 20'-0' BLDG SPAN' U -BRACE FOR 22'-0'-24'-0' BLDG SPAN
SCALE: NTS
29 CIA GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTERS.
TS COLLAR TIE
TS BOW RAFTER
lA
9A
Z
?
6
2 12
�3
16'-0' FOR 26'-0' BLDG SPAN
18'-0' FOR 28'-0' BLDG SPAN
20'-0' FOR 30'-0' BLDG. SPAN
� x x
u u
x x
z z
£ £
0
•—i$ DOUBLE COLUMN TS DOUBLE COLUMN u
(TYP) (TYP)
¢ a
£ £
SA -
f = _
1?� TS BASE It4.�L � � TS BASE .#R1L,,
(TYP ) CTYP ) �1
y W C 24'-0' MAXIMUM RAFTER SPAN 24'-0' C W < 30'-0' MAXIMUM RAFTER SPAN r
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE: NTS
SCALE: NTS
EAGLE CARPORTS
MOORE AND ASSOCIATES DRAVN BY1 LT 210 AIRPORT ROAD
RY, NC 27030
ENGINEERING AND CONSULTING, INC. CHECKED BY1 PDH 30' -0"x20' -0O" sUNTuFLY OPEN STRUCTURE
JOB NO 16166S/
T= DDCUIENI IS THE PROPERTY OF W33K MW ASSOCIATES EIIGDEEM AIDC PROJECT MGR' MSN TEl 12-23-19 SCALES NTS 12S/1 6OS/19320S
COISILTD& TIE IRMUIIO EMD REPR®UCT X COMES, OR U ERWISE USE OF
THOS n!rTff 12 STO Y PROKMM MM ANY DWRDIMENT 71EFMAKN MY CL . 7 DVG. m SK -1 REW A
IENTI EAGLE CARPQ2TS �-�
29 GAGALVANIZED METAL ROOF AND
WALL PANELS FASTENED TO RAFTERS
AND POSTS
18 GA U -CHANNEL BRACE —
FASTENED TO RAFTER WITH IS BOW RAFTER
(2) N12-14.3/4' SDF'S AT
EACH END (4 PER BRACE)
I I 3
2'-0' U-kBRACE�FOR I/2'-0'-18'-0'
BLDG S -AN
3'-0' U -BRACE FOR 20-0' [
BLDG SPAN
6-0' U -BRACE FOR 22-0-24-0'
BLDG. SPAN
TS LACED COLUMN
(TYP )
29 GA GALVANIZED METAL ROOF AND
IS BOW RAFiF4— WALL PANELS FASTENED TO RAFTERS
IS COLLAR TIES , AND POSTS
12
B �3
16'-0' FOR 26'-0' BLDG SPAN
18'-0' FOR 28'-0' BLDG SPAN
20'-0' FOR 30'-0' BLDG. SPAN
i
x x
i f
c7 0
TS LACED COLUMN �
H (TYP)
a
f
SH �
12
IS BASEFtA1L j2 TS BASE RAIL N
(TYP) '� (TYP)
(TYP) W S 24'-0' MAXIMUM RAFTER SPAN (TYP) 24-0 ( W ( 30'-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE NTS
SEE NOTES
(SHEET 3)
FOR MAXIMUM
LENGTH VARIESDEPENDING ON -
NUMBER AND SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
SCALE NTS
MOORE AND ASSOCIATES DRAWN BY, LT
ENGINEERING AND CONSULTING, INC. CWECIED BY, PDN
THIS DOCUINi IS THE PROPERTY OF MRE AIDC ASSOCIATES ENfiDEERD1G AHD PROJECT NM VSN
COISU_TIN& THE UNALnMtM D REPROUCT X COPYDIL OR OTH ERVISE USE OF
THIS DOCUiNT IS STRICTLY PROFITED AND ANY DfTaN Wff THEWAIG I NAY
CLIENT, EAGLE CAR
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STRUCTURE
JUB NO, 16166S/
12-23-19 SCALE, NTS 1B012S/1B26OS/11
7A DWG. m SK -1 I REW 8
MINIMUM 7'
MINIMUM 14
CONNECTOR
SECURE W1T1
N12 -14x3/4'
BOW EAVE RAFTER COLUMN
CONNECTION DETAIL FOR
1 HEIGHTS 16'-0- < TO !� 20'-0-
1 N
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC
TH[S MOCUWff IS THE MPMTY OF MW AHO ASSOCIATES thW* tM NO
COHSLL un TFE umvsn MMM REPRODl1MON. C>pYM OR QrHfftd E USE OF
THIS LOCUIXI it STRICTLY PROHMM AND ANY biR WtXT TFENEUPW HAY
BE SUBJECT TO LEGAL ACTUL
IH GAU-CHANNEL BRACE FASTENED TO
THE COLUMN AND ROOF BEAM, WITH
(4) 912-14x3/4' SDF'S AT EACH END
(8 PER BRACE)
BRACE SECTION
SCALE NTS
DRAWN BYs LT 210 AIRPORT ROAD
MOUNT AIRY, NC 27030
CHECKED We PDN 30'-0"x20'-0" SP FULLY OPEN STRUCTURE
JIM M 16166S/
PROJECT NGR, WSM DATEi 12-23-19SCALE, HTS I8012S/1826OS/19320S
CLD=N'T, EAGLE CARPORTS �T• 8 DWG. m SK -1 Vi B
ml
MINIMUM 7' LONG, aNNECTM
SLEEVE MINIMUM 14 GA,
SECURECOLUMN AND RAFTER
TO SLEEVE WITH
(8) 012-14x3/4' SDF'S
T� nOUBLE COLUMN
SECUREWITH —
(4) 012-14x3/4' \
SDF'S (EACH END)
TS BOW RAFTER
18 GA U -CHANNEL KNEE
BRACE FASTENED TO
RAFTER AND COLUMN
BOW EAVE RAFTER COLUMN
CONNECTION DETAIL FOR
lA HEIGHTS 14'-0' < TO < 16'-0'
SCALES NTS
N
2 /-1IB GA U -CHANNEL BRACE FASTENED TO
THE COLUMN AND,ROOF BEAM, WITH
(4) #12-14x3/4' SDF'S AT EACH END
(8 PER BRACE)
BRACE SECTION
SCALE: NTS
TS E
IS BOW 4AFIER
MOORE AND ASSOCIATES I DRAWN BYI LT
ENGINEERING AND CONSULTING, INC. I cNEcKEn By. PDH
IS DUCUI M OS THE PROPERTY OF HOOK AND ASSOCIATES ONGD53"S NO I PROJECT NM WS
NSLLTM THE 1l6IUTHoFj= R6 nmmummm, CNrnm OR OTHERWISE USE -
IS DlTcum3ff IS STRICTLY PVMM= Alto ANY DER4lC UiY THEREUPON MY
SUM" To LHrftAcnm I CLIENTI H=AMS 0
SCCIRE WITH
(4) #12-14x3/4'
SDF'S (EACH END)
18 GA U -CHANNEL KNEE
BRACE FASTENED TO
RAFTER AND COLUMN
MINIMI -M 7' LONG, CONNECTOR
SLEEVE MINIMUM 14 G0.,
SECURE COLUMN AND RAFTER
TO SLEEVE WITH
(8) 012-14x3/4' SDF'S
BOW EAVE RAFTER COLUMN
CONNECTION DETAIL FOR
1 HEIGHTS S 14'-0'
' SCALE: NTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STR
Nth 16166S/
. 8A IDWG. m SK -1 ttEW 8
EMBEDMENT (TYP)
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN.) REINFORCEDVARIES
WITH (2)-#4's CONTINUOUS
CONCRETE MONOLITHIC SLAB
2A BASE RAIL ANCHORAGE
SCALE NTS
MINIMUM ANCHOR EDGE DISTANCE IS 4',
COORDINATE WITH LOCAL BUILDING CODE
AND/OR BUILDING OFFICIAL REGARDING
REQUIRED FOOTING DEPTH
GENERAL NOTES
NOTE CONCRETE MONOLITHIC SLAB DESIGN BASED ON MINIMUM
SOIL BEARING CAPACITY OF 1,500 PSF.
CONCRETE,
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,000 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL,
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE PER ACI -318
3' IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE
EARTH OR WEATHER, AND 1 1/2' ELSEWHERE.
REINFORCING STEEL,
THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE
60 THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED,
1. REINFORCEMENT IS BENT COLD
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS
3 REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT
HELIX ANCHOR NOTES,
1 FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS, USE
MINIMUM (2) 4'HELICES WITH MINIMUM 30' EMBEDMENT OR
SINGLE 6' HELIX WITH MINIMUM 50' EMBEDMENT
2 FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM
30' EMBEDMENT OR SINGLE 6- HELIX WITH MINIMUM
50' EMBEDMENT
3 FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH
MINIMUM 30 INCH EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM
50' EMBEDMENT
4 FOR LOUSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL, USE MINIMUM (2) 6' HELICES WITH MINIMUM
50' EMBEDMENT
5 FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL, USE MINIMUM (2) B' HELICES
WITH MINIMUM 60' EMBEDMENT.
HELIX EYE ANCHOR -
(SEE NOTES BELOW)
MOORS AND ASSOCIATES I MAWN BY, LT
ENGINEERING AND CONSULTING, INC. I CHECKED BY, PDH
TMS IDCUE?R 13 THE PROPER
CM8ILTOii THE UWfflJOR M
TMS nocLosm IS STRLCTLY P
>E SLINJECT TL LEGAL ACTSK
2 B GROUND BASE HELIX ANCHORAGE
SCALE: NTS (CAN BE USED FOR ASPHALT)
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
-0" SP FULLY OPEN STRUCTURE
]OB NO 16166S/
. 9 IBWG. PG SK -1
8
Nm
BASE RAIL ANCHORAGE OPTIONS
WWF OR
FIBERGLASS
FIBERS
INSTALL 1/2'x6 3/4'
EXPANSION ANCHOR THROUGH
BASE RAIL WITHIN 6' OF EACH
DRILL 5/8' DIAMETER
COLUMN (ALSO APPLICABLE
HOLE THROUGH THE BASE
TO END WALLS) 2' WASHERS
RAIL AND SECURE TO
ANCHOR EYE WITH 1/2'
TAII
DIAMETER THROUGH BOLT
OF ASPHALT
c a
GRADE
nPAVEMENT
v
[TOP
OR
GROUND SURFACE
4 III^
31f .-
T
d Q 11�
_ _
III�
� � lll� `~� �`111,1 II, IIEl;,111.1;1111-
`1Il
NIMUM 3 I/4''
7RAI
TS
III Ill III it BASECONTINUOUS-
I
EMBEDMENT (TYP)
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN.) REINFORCEDVARIES
WITH (2)-#4's CONTINUOUS
CONCRETE MONOLITHIC SLAB
2A BASE RAIL ANCHORAGE
SCALE NTS
MINIMUM ANCHOR EDGE DISTANCE IS 4',
COORDINATE WITH LOCAL BUILDING CODE
AND/OR BUILDING OFFICIAL REGARDING
REQUIRED FOOTING DEPTH
GENERAL NOTES
NOTE CONCRETE MONOLITHIC SLAB DESIGN BASED ON MINIMUM
SOIL BEARING CAPACITY OF 1,500 PSF.
CONCRETE,
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,000 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL,
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING
BARS SHALL BE PER ACI -318
3' IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE
EARTH OR WEATHER, AND 1 1/2' ELSEWHERE.
REINFORCING STEEL,
THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE
60 THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED,
1. REINFORCEMENT IS BENT COLD
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX -BAR DIAMETERS
3 REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT
HELIX ANCHOR NOTES,
1 FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS, USE
MINIMUM (2) 4'HELICES WITH MINIMUM 30' EMBEDMENT OR
SINGLE 6' HELIX WITH MINIMUM 50' EMBEDMENT
2 FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM
30' EMBEDMENT OR SINGLE 6- HELIX WITH MINIMUM
50' EMBEDMENT
3 FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH
MINIMUM 30 INCH EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM
50' EMBEDMENT
4 FOR LOUSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL, USE MINIMUM (2) 6' HELICES WITH MINIMUM
50' EMBEDMENT
5 FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
CLAYS AND SILTS, ALLUVIAL FILL, USE MINIMUM (2) B' HELICES
WITH MINIMUM 60' EMBEDMENT.
HELIX EYE ANCHOR -
(SEE NOTES BELOW)
MOORS AND ASSOCIATES I MAWN BY, LT
ENGINEERING AND CONSULTING, INC. I CHECKED BY, PDH
TMS IDCUE?R 13 THE PROPER
CM8ILTOii THE UWfflJOR M
TMS nocLosm IS STRLCTLY P
>E SLINJECT TL LEGAL ACTSK
2 B GROUND BASE HELIX ANCHORAGE
SCALE: NTS (CAN BE USED FOR ASPHALT)
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
-0" SP FULLY OPEN STRUCTURE
]OB NO 16166S/
. 9 IBWG. PG SK -1
8
Nm
BOX EAVE RAFTER GABLE END OPTION
TYPICAL BOX EAVE RAFTER
GABLE END ELEVATION
SCALE: NTS
TS ROOF RAFTER
IS CHORD
CONNECTOR' 3/l6 \ TS GABLE RAIL
SLEEVE TO 2'x2'x2' 14 GA CLIP ANGLE
RAFTER 3/l6 SECURE TO RAFTER COLUMN
AND GABLE RAIL WITH (4)
1112-14x3/4' SDF'S
MINIMUM 6'LONG, MINIMUM 14 GA,
TS SLEEVE SECURE COLUMN T❑
` SLEEVE WITH (4) 1112-14x3/4' SDF'S
— TS COLUMN
BOX EAVE RAFTER GABLE RAIL TO
3 RAFTER COLUMN CONNECTION DETAIL
SCALE: NTS
NOTE: KNEE BRACE NOT SHOWN FOR CLARITY
}
TYPICAL BOX EAVE RAFTER
GABLE END FRAMING SECTION
SCALE: NTS
MOORS AND ASSOCIATES I DRAWN BY, LT
ENGINEERING AND CONSULTING, INC. I CFECKEI BY, PIN
n= DOC Mff LS TIE PROPERTY OF HIM AND ASSOCIATES OMMM AI01 I PROJECT NM VSN
CMNSILTDI& THE UNAUTH MEMM REPRODUC M COPY010, OR QIHERMSE USE OF
THIS MELMR IS SUMMY PRM}DalM AND ANY DFROID]QR TMWPM MY
IE MJW.4 T M LEGAL ACT= I CLIENT, EAGLE CAA
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STR
ND 16166S/
. 10 lIWG. NI, SK -1 OEV, B
BOW EAVE RAFTER GABLE END OPTION
TYPICAL BOW RAFTER
GABLE END ELEVATION
SCALE: NTS
IS BOW RAFTER .'
2'.2'x2' 14 GA CLIP
ANGLE SECURE TO
RAFTER AND GABLE I TS CHORD
RAIL WITH C4)
M12-14.3/4' SDF'S
• TS GABLE RAIL
MINIMUM 7'LONG. MINIMUM 14 GA,
IS SLEEVE SECURE BOW RAFTER
AND COLUMN TO SLEEVE WITH (8)
N12 -14x3/4' SDF'S
IS COLUMN
BOW RAFTER GABLE RAIL TO
4 RAFTER/COLUMN CONNECTION DETAIL
SCALE NTS
NOTE KNEE BRACE NOT SHOWN FOR CLARITY
TYPICAL BOW RAFTER GABLE
END FRAMING SECTION
SCALE NTS
MOORE AND ASSOCIATES I MAVN BY, LT
ENGINEERING AND CONSULTING, INC. I cHEcKED By. PDH
THIS DIICCUMEMT IS THE PRUPM Y OF MMK AND ASSOCIATES EHGMIRM NO
CO LTDiG TFE U NAUTHM= REPRODUICTDBI, CEIPYWL OR RTFERV= USE OF
TK3 DOMMfT IS STRICTLY PRDIDIITED AND ANY DFR'UMENT T EMPM MAY
BE SMECT TO LEGAL ACTDBL
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
-0" SP FULLY OPEN STRUCTURE
JQE HDI 16166S/
11 IDVG. ND SK -1 �aj e
CONNECTION DETAILS
j
IS COLUMN
CONNECTOR 3/16 1 MINIMUM 6' LONG,
SLEEVE T❑ MINIMUM 14 GA,
BASE RAIL 3/]6 CONNECTOR SLEEVE
SEC UREW[TH C41
912-14x3/4' SDF'S
TS CONTINUOUS
BASE RAIL
'IEfIEI EIIT I-
=I 11 11X111=111^
RAFTER COLUMN/BASE RAIL
5 CONNECTION DETAIL
l SCALE NTS
/
TS LACED COLUMN
Ll 1
BA SEf RAIL
RAFTER COLUMN/BASE RAIL
5 B ' CONNECTION DETAIL
I SCALE: NTS
IS
COLLAR TIE
7 '� CONNECTION DETAIL
SCALE: NTS
SLEEVE TO
BASE RA [L
3/16
IS DOUBLE COLUMN
' MD4[MUM G' LONG,
CONNECTOR SLEEVE
•�- MINIMUM 14 GA ,
G SECURE WITH (4)
912-14x3/4' SDF'S
IS CONTINUOUS
BASE RAL
RAFTER COLUMN/BASE RAIL
5A ,CONNECTION DETAIL
SCALE: NTS
RAFTER TO CHORD
6 CONNECTION DETAIL
SCALE: NTS
MOORE AND ASSOCIATES DRAVN BY, LT 1 210 AIRPORT ROAD
IRY, NC
ENGINEERING AND CONSULTING, INC. Comm BY. PnH 30'-o°X2o o°SP FULLY PEN SOTRUCTURE
JOB ND 16166S/
TMS 9pCt�EHr W nE PROPERTY CF MW MW ASSOCIATES ENGDEz UM NM
Comm - ma THE UwI%n= R UCTOIii, tY ma, m mT mvm USE Or
TMS 90CL EXT IS STRICTLY PROlODITED MW ANY WRVAGDONT T}ERE11PTii MAY
DE SUILECT TO LEGAL ACTKFL
EAGLE CARPORTS JSHT. 12
ND SK -1 PEVa e
MINIMUM 6' LONG,
MINIMUM 14 GA.,
CONNECTOR SLEEVE
S
SECURE WITH (4)
912-14x3/4' SDF'S
!
7
3/l6 CCNItir:CT�12
j
I
SLEEVE TO
3/16 BASE RAIL
Ll 1
BA SEf RAIL
RAFTER COLUMN/BASE RAIL
5 B ' CONNECTION DETAIL
I SCALE: NTS
IS
COLLAR TIE
7 '� CONNECTION DETAIL
SCALE: NTS
SLEEVE TO
BASE RA [L
3/16
IS DOUBLE COLUMN
' MD4[MUM G' LONG,
CONNECTOR SLEEVE
•�- MINIMUM 14 GA ,
G SECURE WITH (4)
912-14x3/4' SDF'S
IS CONTINUOUS
BASE RAL
RAFTER COLUMN/BASE RAIL
5A ,CONNECTION DETAIL
SCALE: NTS
RAFTER TO CHORD
6 CONNECTION DETAIL
SCALE: NTS
MOORE AND ASSOCIATES DRAVN BY, LT 1 210 AIRPORT ROAD
IRY, NC
ENGINEERING AND CONSULTING, INC. Comm BY. PnH 30'-o°X2o o°SP FULLY PEN SOTRUCTURE
JOB ND 16166S/
TMS 9pCt�EHr W nE PROPERTY CF MW MW ASSOCIATES ENGDEz UM NM
Comm - ma THE UwI%n= R UCTOIii, tY ma, m mT mvm USE Or
TMS 90CL EXT IS STRICTLY PROlODITED MW ANY WRVAGDONT T}ERE11PTii MAY
DE SUILECT TO LEGAL ACTKFL
EAGLE CARPORTS JSHT. 12
ND SK -1 PEVa e
-TO OPTIO
TYPICAL BOX EAVE RAFTER LEAN—TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN)
SCALE: NTS
MAXIMUM WIDTH OF SINGLE MEMBER (RAFTER AND COLUMN) ROOF EXTENSION AND LEAN-TO IS 12'-0'
MAXIMUM WIDTH OF DOUBLE MEMBER (RAFTER AND COLUMN) ROOF EXTENSION AND LEAN-TO IS 15'-0
TS ROOF RAFTER
12' LONG CONNECTOR SLEEVE — MAIN BUILDING
14 GA SECURE RAFTER TO ?
TS ROOF RAFTER CONNECTOR SLEEVEWITH 6 -
MAIN BUILDING mss. (B) 012-14x3/4' SDF'S
12' LONG CONNECTOR 91[f VE J
14 GA SECURE RAFTER TO 3 12
CONNECTOR SLEEVE WITH
(8) 412-14x3/4' SDF'S
3/16 CONNECTOR SLEEVE
1 3/16 TO RAFTER
G'
�MINIMUM 6' LONG, MINIMUM
14 GA,CONNECTOR SLEEVE
TS EXTENSION SECURE COLUMN TO
RAFTER CONNECTOR SLEEVE WITH
(4) 412-14x3/4'SDF'S
TS COLUMN
SIDE EXTENSI❑N RAFTER/
COLUMN DETAIL FOR
8 RAFTER SPANS �_ 12'-0'
SCALE: NTS
DOUBLE
EXTENSION
RAFTER
2'.2'x2' 14 GA ANGLE CLIP
SECURE TO COLUMN AND
RAFTER CHORD/RAIL WITH
412-14x3/4' SOF'S 20N
BOTTOM AND 2 DN ST BE
3/16 ONNECTOR SLEEVE
3/16 TO RAFTER
MINIMUM 6' LUNG, MINIMUM
14 GA,CONNECTOR SLEEVE
SECURE COLUMN TO
CONNECTOR SLEEVEWITH
(4) 412-14x3/4'SDF'S
-TS COLUMN
SIDE EXTENSION RAFTER/
COLUMN DETAIL FOR RAFTER
8A SPANS 12'-0' < TO j 15'-0'
SCALE: NTS
MOORE AND ASSOCIATES I DRAWN BY- LT
ENGINEERING AND CONSULTING, INC. I CHECKED Wo PDH
12 LOCLIMM IS THE PROPERTY OF MIM MM ASSOC11179 ENmEERDIG AND PROJECT HMI WSH
NSLLTD4 THE L*VArrE1 = REPRaMJCTMK COPYM. OR OTHDtV SE USE tf
IR DOJMMDff OS STRICTLY P%tJ}LIITTED MOI ANY OfR111M1 ibEAZZ IMY
SUIO.IECT TO ur.%L ACTIM I I U -MT. CAM C' f`AG
EAGLE CARPORTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STRUCTURE
[]B ND 16166S/
13 IDW& hD SK -1 kEVa e
MINIMUM 6' LONG. MINIMUM 14 GA,
CONNECTOR SLEEVE SECURE RAFTER
TO CONNECTOR SLEEVE VITH
C4) R12 -14x3/4• SDF'S
r IS ROOF RAFTER
-4rI6 CONNECTOR
Lib SLEEVE
TO COLUMN
%, - TS COLUMN
LEAN-TO RAFTER TO RAFTER
COLUMN CONNECTION DETAIL
FOR RAFTER SPANS < 12'-0'
J SCALE NTS
\`J
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
nW nDC1Mff 13 THE PADPOM IF MW AND ASSOCIATES DFGMIRM A110
CWSULIM nK t*kVJlH0R ED REPRDDUCTD>!i, CWYM M MOW= USE
,nm LDCUMUff = SMIMY PRD1Dl M MW MY DFRDIIif nfRJ_ PM MY
it SUE.f:CT TD LEGAL Wrm
- 2'x2'%2' 14 GA ANGLE CLIP SECURE
TO COLUMN AND RAFTER CHORD/RAIL
WITH C4) N12 -14x3/4' SDF'S
TS DOUBLE ROOF RAFTER
3 i2
3-12
TS COLUMN
LEAN—TO RAFTER TO RAFTER
COLUMN CONNECTION DETAIL
�R FOR RAFTER SPANS 12'-0' < TO S 15'-0'
SCALE: NTS
DRAWN BYl LT 210 AIRPORT ROAD
MOUNT AIRY, NC 27030
CHECKED BY, PDH 30'-0"x20'-0" SP FULLY OPEN STRUCTURE
PROJECT MGR, WSM TE, 12-28-14 SCALE, NTS JOB NO, 16ligmts/ij1665 9
CLIENT, EAQE CARPORT$ SHT. 13A DWG. m SK -1 Llvj 8
BOX EAVE RAFTER LEAN-TO OPTION - EXPOSURE B
CONNECTOR3/l6
SLEEVE
3/SG
.�
s..
TS ROOF
12
3�
RAFTER
TO RAFTER
TS ROOF RAFTER
f
CONNECTOR
3/16 12
f
SLEEVE
TO RAFTER
3J 16 �S- 3
J
5ECUkE WITH
ys.
J
(4)N12 -14x3/4'
,
SDF,S (EACH END)
_
•y WITH
r
(4) H1E
(47 q12 -14x3/4'
14x3
T SOPS (EACH END)
MINIMUM 6' LONG, CONNECTOR 6' 6
SLEEVE MINIMUM 14 GA, S9 GA U -CHANNEL KNEE
SECURE COLUMN TO SLEEVE BRACE FASTENED TO
WITH (4) M12 -14x3/4' SDF'S I RAFTER AND COLUMN MINIMUM 6- LONG, CONNECTOR
SLEEVE MINIMUM 14 GA, 18 GA U -CHANNEL KNEE
TS DOUBLE COLUMN WITH4COLUMN SDF S L BRACE FASTENED TD
RAFTER AND COLUMN
TS COLUMN
3-12
-12
BOX EAVE RAFTER COLUMN CONNECTION
BOX EAVE RAFTER COLUMN CONNECTION DETAIL F.OR HEIGHTS 14'-0'
DETAIL FOR HEIGHTS 14'-0' < TO i�1�A HURSE BARN OPTION (REQUIRES A LEAN-TO ON BOTH
1 SCALE NTS SIDES OF THE MAIN BUILDING).
HORSE BARN OPTION (REQUIRES A LEAN-TO ON BOTH
SIDES OF THE MAIN BUILDING).
1B GA U -CHANNEL BRACE FASTENED TO
2 1/2, THE COLUMN AND RODE BEAM, WITH
(4) 1112-14x3/4' SDF'S AT EACH END
(B PER BRACE)
BRACE SECTION
SCALE NTS
MOORE AND ASSOCIATES I DRAVN RYl LT
ENGINEERING AND CONSULTING, INC. I CHECKED BYl PDH
TMS 03DADIT IS WE PROPERTY OF RODE AND ASSOCIATES E GOE<7t M NO rcL=.TE—:E
MS
CM LTD4& THE 1lUIiIlFilil►= REnM UCTnO, COPYM, OR UDERV= USE OF
THOS iIOCYIENT IS STRICTLY PROHU= AND ANY BERDXMENT TH RUPM MY
AE SHQUMT M LEGAL ACTEK 0
EAGLE CARPORTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STRUCTURE
JOB M 16166S/
El 12-23-14 SCALED HTS Lc
13B DVC. m SK -1 a 8
CONNECTOR3/lG
SLEEVE 3115
TO RAFTER
6'
BOX EAVE RAFTER LEAN-TO OPTION - EXPOSURE C
TS ROOF RAFTER
12
5. 3\\
/ r
=URT WITH
f %12-I4x3/4'
Y-3 • SD
/f/ SDF'S (EACH END)
.
MINIMUM 6" LONG, CONNECTUR—f 38 GA U -CHANNEL KNEE
SLEEVE MINIMUM 14 GA, RAFTER AND COLBRACE FASTENED
MN
SECURE COLUMN TO SLEEVE
WITH (4) 412-14x3/4' SDF'S
TS DOUBLE COLUMN
3-L2
3-12
BOX EAVE RAFTER COLUMN
��. CONNECTION DETAIL
�10B FOR HEIGHTS 14'-0' < TO S 16'-0'
SCALE NTS
HORSE BARN OPTION (REQUIRES A LEAN-TO [IN BOTH
SIDES OF THE MAIN BUILDING).
F$ GA U -CHANNEL BRACE FASTENED TO
THE COLUMN AND ROOF BEAM, WITH
(4) %12-14x3/4' SDF'S AT EACH END
C PER BRACE)
BRACE SECTION
SCALE: NTS
TS ROOF ,RAFTER
CONNECTOR 3/16 12
SLEEVE
TO RAFTER 3x16 fig, 3�
SEFU9E WITH
(4) R12 14x3/4'
- d SDF'S (EACH END)
4:
f,
MINIMUM 6' LONG, CIINNELTUR .
SLEEVE MINIMUM 14 GA- —18 GA U -CHANNEL KNEE
SECURE COLUMN TO SLEEVE / BRACE FASTENED TO
WITH (4) NIP -14x3/4' SDF'S / RAFTER AND COLUMN
TS COLUMN C
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
�flC FOR HEIGHTS � 14'-0'
S. A NTS
HORSE BARN OPTION (REQUIRES A LEAN-TO
❑N BOTH SIDES OF THE MAIN BUILDING)
MOORE AND ASSOCIATES I MAW BY, LT
ENGINEERING AND CONSULTING, INC. I CHECKED BY, PDN
THUS DOCUENT IS THE PROPEIITY OF ImHE AHD ASSOCIATES ENGDEERING AlmPROIE:T NM WSW
CDHSILTD& THE UNAUTH MMED REPRMCTMK COPYM DA Un§RWISE USE OF
SW JOLT TO LErS RMTLY PIMMM AND ANY D1FRnrflolT THERELIP04 MAY C�tENT, EAC>tE GAF
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STRUCTURE
JOB NDY 16166S/
12-23'-19 SCALE, HTS / ,
13G DV& NO, SK -1 Ev., e
BOW RAFTER LEAN-TO OPTION
TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING SECTION
SCALE: NTS
MAXIMUM WIDTH OF SINGLE MEMBER (RAFTER AND COLUMN) ROOF EXTENSION AND LEAN-TO IS 12'-0'.
MAXIMUM WIDTH OF DOUBLE MEMBER (RAFTER AND COLUMN) ROOF EXTENSION AND LEAN-TO IS 15-0'.
MINIMUM 7' LUNG, MINIMUM 14 rA�,
CONNECTOR SLEEVE SECURE RM;
RAFTER AND COLUMN TO CONNECTOR
WITH (8) #12-14x3/4' SDF'S
CONNECTOR 3136
SLEEVE
TO COLUMN %3/�4
f p
TS ROOF RAFTER z j
MINIMUM 6' LONG, MINIMUM J
14 GA, CONNECTOR SLEEVE
SECURE RAFTER TO
CONNECTOR SLEEVE VITH
(4) N12 -14x3/4' SDF'S
IS COLUMN
LEAN-TO RAFTER TO RAFTER
cl1- COLUMN CONNECTION DETAIL
FOR RAFTER SPANS � 12'-0'
MINIMUM 7' LONG, MINIMUM -
14 GA, CONNECTOR SLEEVE
SECURE ROOF RAFTER AND
COLUMN TO CONNECTOR WITH
(B) 012-14x3/4' SDF'S
TS DOUBLE
ROOF RAFTER
o�-
1
� o
N-12,
2'x2'%2' 14 GA ANGLE CLIP -
SECURE TOCOLUMN AND
RAFTER CHORD/RAIL WITH
(4) 012-14x3/4' SDF'S
TS COLUMN
LEAN-TO RAFTER TO
RAFTER COLUMN CONNECTION
DETAIL FOR RAFTER
11A ` SPANS 12'-0' < T❑ � 15'-0'
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TFDS DO<.Y1F W M THE PROPERTY IF MOME MM ASSOCIATES 01@EE311M Alm
COMSULTM TW 1KVJFH0M= NOIR LUCTIIl1. CDPYMVu OR OTHE WISE USE OF
THIS DDOWfOff IS STRICTLY PRONUR 6Ti " MY DF'RD T TFER " MAY
1E SUB -La TO UM& ACTIM
DRAWN BY, LT
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
'-0" SP FULLY OPEN STRUCTURE
JOB NO 16166S/
EACQE CARPORTS ISHT. 14 lDWG. ND SK -1 pEvi 9
BOW RAFTER LEAN-TO OPTION - EXPOSURE B
TS BOW RAFTER —
_
TS BOW RAFTED
Ed
3��
f.
JN
SECOi?£ WITH
r
N 4 9-
.P (4) H12 14.3/4'
Y SDF'S (EACH END)
�
7y —SF? UK WITH
1
!
19 GA U -CHANNEL KNEE
(4)M12 -14x3/4'
% SDF'S (EACH END)
f BRACE FASTENED TO
f
RAFTER AND COLUMN
/
IB GA U -CHANNEL KNEE
BRACE FASTENEDTO
RAFTER AND COLUMN
MINIMUM 7' LONG, CONNECTOR
1 SLEEVE MINIMUM 14 GA,
SECURE COLUMN AND RAFTER
MINUE4M 7' LONG, CONNECTOR
SLEEVE MINIMUM 14 GA,
TO SLEEVE WITH
(B) R12 -14x3/4' SDF'S
SECURE COLUMN TO SLEEVE
TS COLUMN WITH (9) M12 -14x3/4' SDF'S
TS DOUBLE 3-12
COLUMN 3-12
BOW EAVE RAFTER COLUMN
BOW EAVE RAFTER COLUMN CONNECTION
CONNECTION DETAIL
DETAIL FOR HEIGHTS 14'-0' < TO S 16'-0'
12A .FOR HEIGHTS 14'-0'
12
SCALE: NTS
SCALE: NTS
HORSE BARN OPTION (REQUIRES A LEAN-TO ON BOTH
NURSE BARN OPTION (REQUIRES A LEAN -T❑
- SIDES OF THE MAIN BUILDING).
ON BOTH SIDES OF THE MAIN BUILDING)
18 GAU-CHANNEL BRACE FASTENED TO
THE COLUMN AND RDOE BEAM, WITH
(4) 912-14x3/4' SDF'S AT EACH END
(B PER BRACE)
BRACE SECTION
SCALE: NIS
EAGLE CARPORTS
MOORE AND ASSOCIATES DRAWN BYL LT 210 AIRPORT ROAD
MUNTY, NC 27030
ENGINEERING AND CONSULTING, INC. c D sr, PDN 30'-O"x20' OO P FULILY PEN STRUCTURE
NOL 16166S/
THIS DOCUMENT IS THE PROPERTY OF rO1E NO ASSOCIATES ErtMEEmH& NO PFAIJECT NQb VSM BATE, 12-23-19 SCALE, NTS �
COISILTIN& THE tR0JT1OtI= REPRMXTM COPYING, OR OTHERWISE USE OF
Stu To LEGA STRIACTO•ir PROFITED Nm WY INFRalCaoa THEREUPON MY 14n lDwr. NO, SK -1 L e
CLIENTL EAtH_E CARPORTS
BOW RAFTER LEAN-TO OPTION - EXPOSURE C
TS BOW RAFTER
mss' 3 f
l
r
SE'JRE WITH
p (4) 412-14x3/4'
SDF'S (EACH END)
f
18 GA U -CHANNEL KNEE
BRACE FASTENED TO
RAFTER AND COLUMN
N
MINIMUM 7' LONG,CONNECTOR
SLEEVE MINIMUM 14 GA,
SECURE COLUMN AND RAFTER
TO SLEEVE WITH
(8) #12-14x3/4' SDF'S
TS DOUBLE 3-12
COLUMN 3-12
BOW EAVE RAFTER COLUMN CONNECTION
12B DETAIL FOR HEIGHTS 14'-0' < TO < 16'-0'
SCALE: NTS
HURSE BARN ❑PT[ON (REQUIRES A LEAN -T❑
❑N BUTH SIDES OF THE MAIN BUILDING).
7 7m
N.�
18 GAU-CHANNEL BRACE FASTENED TO
THE COLUMN AND ROOF BEAM, WITH
(4) 412-14x3/4' SDF'S AT EACH END
(8 PER BRACE)
BRACE SECTION.
SCALE NTS
IS BOW RA=TE7-
12
7s 3
a
Psa CUR[ WITH
(4) 412-14x3/4'
oe r
O SDFI (EACH END)
1. GA U -CHANNEL KNEE
B
BRACE FASTENED TO
RAFTER AND COLUMN
. _IBHIMUrA 7' LONG, CONNECTOR
SLEEVE MINIMUM 14 GA,
SECURE COLUMN TO SLEEVE
IS COLUMN WITH (8) 412-14x3/4' SDF'S
BOW EAVE RAFTER COLUMN
CONNECTION DETAIL
12C FOR HEIGHTS 14'-0'
SCALE: NTS
HORSE BARN ❑PTIUN (REQUIRES A LEAN -T❑
❑N BOTH SIDES ❑F THE MAIN BUILDING).
MOORE AND ASSOCIATES I B AWN BY- LT 1 210 AIRPORT ROAD
, NC 27030
ENGINEERING AND CONSULTING, INC. C BY, PDH 30)-O"x20' OOS FULILY OPEN STRUCTURE
AB NOI 161665/
�TDS MO DENT IS THE PNFER'TT OF MDMRE NO ASSOCMES DWEERM AND PROJECT IIGR1 NSM DATEI 1z-23-14 SCALEI HTS /
COAILTM TTE UIMMORMED RkPROBtECnM COPY=, M OTHERVISE USE OF
THS MOCU M IS STRICTLY PROFITED AND ANY DFRDI[E M TIEREIPDI MY
SE SU.EICT TD LEIGAL ACTS I CLXNTI EAGLE CARPORTS 64T, 14B 1 DVC. NM SK -1 d 9
BOX EAVE RAFTER EXTRA SIDE PANEL OPTION
29 GA GALVANIZED METAL ROOF AND SIDE
PANELS FASTENED TO RAFTERS AND POSTS
TYPICAL RAFTER/COLUMN FRAME
SECTION — EXTRA SIDE PANELS
SCALE: NTS
TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS
SCALE: NTS
NOTES:
* 9-0' MAX FOR EAVE HEIGHT 14-0' < TO < 20-0'
* 6-0' MAX FOR EAVE HEIGHT < 14-0'
M
MOORE AND ASSOCIATES DRAWN BY, LT
ENGINEERING AND CONSULTING, INC. a�Ec,�n BY. I
" ASSM ATES E?lGDIEEF1lG AMD
CCWYDIG. ER antRV1SE USE or
Wy 00'0+30E0IT T}ERQPW MAT
S1.M.JECT TO LEGAL
CLIENT- E4[LE
TYPICAL END ELEVATION
EXTRA SIDE PANELS
SCALE NTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STRUCTURE
.JnB NEI 161665/
El 2-23-19 SCALD NTS S/ 605/193205
13 IDWr& ND SK -1 i 8
BOW RAFTER EXTRA SIDE PANEL OPTION
29 GA GALVANIZED METAL ROOF ANO SIDE
PANELS FASTENED TO RAFTERS AND POSTS
TRIM
/r (OPTIONAL)
0
i
TYPICAL RAFTER/COLUMN FRAME TYPICAL END ELEVATION
SECTI❑N - EXTRA SIDE PANELS EXTRA SIDE PANELS
SCALE: NTS SCALE: NTS
s _
W -
G'
OPTIONAL 6'
WALL EXTENSION (T YP)
TO MATCH ROOF FLASHING
(OPTIONAL)
TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS
SCALE: NTS
NOTES:
x 9'-0' MAX FOR EAVE HEIGHT 14'-0' < TO < 20'-0'
x 6'-0' MAX FOR EAVE HEIGHT < 14-0'
EAGLE CARPORTS
MOORE AND ASSOCIATES MAWN BY, LT 210 AIRPORT ROAD
, NC 27030
ENGINEERING AND CONSULTING, INC. cHrc�D an PDH 30'-O"x2o MOUNT" SFULLY OPEN PEN STRUCTURE
JOB NOS 161665/
THIS DOUMIT TS THE PROPERTY OF HOORE Alm ASSOCIATES ENG11000NG MID PROJECT NM WSM TE- 12-23-19 SCALE- HTS 1801i5/1TI2605/193205
CMBMTTNIrr THE UTAU1FO EIEB REPROPt CTD)1, COPYDJG, OR OTHERWISE USE OF
THIS LOMMIT IS STRICTLY PROMMUED AND ANY DFRaiGEt W T EIEIFON MY SHT. 16 DWG m SK-1 8
BE SU A T TO LEGAL ACTTOK CLIENT- EAGLE CARPORTS
BOX EAVE RAFTER VERTICAL ROOF OPTION
TYPICAL END ELEVATION
VERTICAL ROOF
SCALE: NTS
29 GA GALVANIZED METAL ROOF PANELS
FASTENED TO HAT CHANNELS
l-l8GAUGE
HAT CHANNEL
TYPICAL SECTION
VERTICAL ROOF OPTION
SCALE: NTS
PANEL ATTACHMENT
(ALTERNATE FOR VERTICAL I
SCALE: NTS
PANELS)
MOORE AND ASSOCIATES I DRAWN BY, LT
ENGINEERING AND CONSULTING, INC. I CNEc1ED BY. pm
TNOS DZX:UE f IS THE PROPERTY OF MOOIE AND ASSOCIATES E NGDNEEitDG Mm 1PROJECT MGRS MSM
CO=LrMM THE CHMN QUM REPROMCrIO , COPYDIG. OR MHMWISE USE OF
TIOS DOCUMDNT IS STROCTLY PROm1TE3 AND ANY DFRDNC,i1QNT TMOPON MY
SE Stl&=T TO LEGAL ACTTOL I CLIENTI EAGLE CAR
TYPICAL SIDE ELEVATION
VERTICAL ROOF
)
SCALE: NTS
SEE NOTES I'-18 GAUGE HAT CHANNEL SPACED AT
(SHEET 3)4'-0' (MAX) DC AND FASTENED TO EACH
FOR MA%IMUM RAFTER WITH (2) #12-14x3/4' SDF'S
SPACING
6'
(TYP)
TYPICAL FRAMING SECTION
VERTICAL ROOF OPTION
SCALE: NTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0"x20'-0" SP FULLY OPEN STRUCTURE
AB NM 16166S/
17 IDwa m SK -1 PEN., a
RESIDENTIAL
Address: 11641 W 44th Ave
Lot Size: "19,500 (Assessor) sq. ft.
Property in the flood plain? No
Subdivision: Fightmaster
Related Cases:
Permit- Plan Review Worksheet
Zoning: R-3
Lot Width: 123
ft.
Rev. 09/2017
If yes, notify PW Floodplain Administrator and add surveying condition FLD
Any conflict? (Y/N) Yes - 25' wide cross access easement along eastern
property line
Type of project (applicable survey conditions in parenthesis):
Maximum Lot Coverage: 40
Existing Improvements (footprints):
House: 1,700 sq. ft.
Shed: 89 sq. ft.
Detached garage: sq ft.
Other: sq. ft.
Total Existing 1,789
Lot Coverage 9.2
Required Setbacks: FR 25'
Provided Setbacks: FR —54'
sq. ft
S 25'
S —33'
% 7,800 sq. ft.
Proposed Improvements (footprints):
House/addition: 1,700 sq. ft.
Shed: 89 sq. ft
Detached Garage: sq. ft.
Other: 216 sq. ft.(detached carport)
Proposed+Existing 2,005 sq. ft
Lot Coverage 10.3 %
S 5' R 5'
S —72' R —97'
For additions or new construction, is the structure within 2 feet of minimum setbacks? N/A
If yes, add surveying condition FND.
Maximum Height: 10 ft. Maximum Size: 400 sq. ft.
Proposed Height: 8' (tallest) ft. Proposed Size: 216 sq. ft.
Does the bulk plane apply? (Y/N) Y
If yes, does it meet on all sides (Y/N): FR Y S Y S Y R Y
(See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R-1 C and R-3)
Parkland Conditions
Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? No
If yes, have parkland dedication fees already been paid (eg with a previous land use approval)?
If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG.
Rev. 09/2017
Streetscape Conditions
Does the permit result in any of the following conditions?
❑ Construction of new roads ❑ Platting of new lots
❑ New development ❑ Additions that increase gross floor area (not just the footprint) by
60% or more
(proposed floor area — existing floor area ) / existing floor area = °% increase
If any box above is checked...
For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property?
If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required.
MULTIFAMILY Does the frontage meet current city standards?
If not, streetscape construction or fees -in -lieu will be required.
Fees -in -lieu of dedication or construction are due at the time the permit is issued.
Access Conditions (apply to all new driveways, garages, additions, or new homes/units)
El For one and two-family dwellings, the first 25' of driveway area from the existing edge of
pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials.
❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer
than 25' to any property line, except when used as joint access for two or more lots.
❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width.
❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses
are at least 30 feet apart, measured from the interior edges.
El For all uses, one access point per property is permitted.
Landscaping Conditions (apply to additions and new dwelling units)
❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required.
Frontage of lot - width of driveway / 70 = (round up for required trees)
Street trees required: Street trees provided:
❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O.
❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of
a C.O., an escrow agreement with financial guarantees may be allowed to ensure future
installation. 125% of the cost of the proposed improvements will be required with the agreement.
These funds will be reimbursed back to the property owner or contractor once the improvements
are in place.
Dwelling Unit
❑ Not approved as an independent dwelling unit.
, City of Wheat Ridge
Residential Roofing PERMIT - 201701653
PERMIT NO: 201701653 ISSUED: 06/06/2017
JOB ADDRESS: 11641 W 44th AVE EXPIRES: 06/06/2018
JOB DESCRIPTION: Tear off to deck and replace 15 squares with OC Duration
*** CONTACTS ***
OWNER 720-206-8324 VALLAR SHARON
SUB (720)271-3718 Josh Mudock/Billy Sweeney 150095 1st Priority Roofing
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,600.00
FEES
Total Valuation 0.00
Use Tax 201.60
Permit Fee 204.30
** TOTAL ** 405.90
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding 5,1/2 -inch exists. Asphalt shingles are required to
be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is
required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturera€rms installation
instructions, whichever is more stringent. In order to pass a final inspection of
elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer's technical representative stating that "the application of the roof at
(project address) has been applied in accordance with the installation instruction for
(roof material brand name) roof covering" is required to be on site at the time of final
inspection.
v City of Wheat Ridge
Residential Roofing PERMIT - 201701653
PERMIT NO: 201701653 ISSUED: 06/06/2017
JOB ADDRESS: 11641 W 44th AVE EXPIRES: 06/06/2018
JOB DESCRIPTION: Tear off to deck and replace 15 squares with OC Duration
I by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg 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 to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
I . This permit was issued based on the information 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. rssuance 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 granting of . 'ermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable code or any o ulatib`i ` f thi jur': diction. Approval of work is subject to field inspection.
t
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
City of
" Wheatdge
11 COMMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 29`r' Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits9-ci wheatridge.co.us
FOR OFFICE USE ONLY
Date:
Plan/Permit # QVONV53
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: � � � �'�'{�
Property Owner (please print)' �,�, ��
Property Owner Email: V�" "01 f ' `^ �`��'
Mailing Address: (if different than property address)
Address:
State, Zip:
Arch itectlEn ineer:
Architect/Engineer E-mail:
Contractor: )� VV) pn))
Contractors City License #:
Phone:
i 1� M c Phone: -7 ZO ' 2 2 f - 3i 16
Contractor E-mail Address: 1 Y1CJ Sfi. .n ► fiz VvA\r'
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
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
❑ COMMERCIAL �ff'l 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
mmni int of materials to be used, etc.)
c�( � i� �o 6k-tci,_ cnr
Sq. FULF Btu's
Amps Squares
Va ru W1 i1-, CIS Aro fi on
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
goo
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) (CONTRACTOR)
Electronic Signature (first and last name): DATE:
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
Building Division Valuation: $
i CITY OF WHEAT RIDGE
�(303)
V,Building Inspection Division
(303) 234-59331nspection line 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: -
Job Address:
Permit Number: d 17 0 Z !'
❑ No one available for inspection: Time ,� ��DAM PI
Re -Inspection required: Yes �No
when corrections have been made, call for re -inspection at 30%3-^2,3,4,-5933
Date: (0/1 /I Inspector:
DO NOT REMOVE THIS NOTICE
�_ CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: kr_)F:-
Job
Address: l(o4 I l) U&
Permit Number: 00%70/ - 53
NJ og &Ilqll
j 0�
'/ tl ✓ ''C- C+61 f
❑ No one available for inspection: Time �AWPM
Re -Inspection required: !es,/ No
When corrections have been made, call for re -inspection at 303-234-5933
Date: COt 3D Inspector:
DO NOT REMOVE THIS NOTICE
FORM (F) 414-02-5T47 Xce/Energy °M & °��"
ADDRESS p 9 1 b'
A CI i WN OR OUNTY FLOOR AM NO.
CU OMER NgR�E P 1NJ�TT-- -
..�g� (�i �. ACTION TAKEN
,"\ -' f ' y \ ,_.,., < NO SHUT. OFF
❑'APPLIANCE OFF
{ OWNER TENANT ❑ AGENT ❑ OTHER ❑ speaFV ❑ BOTH APPL. & METER OI
P 0. METER SHUT OFF
iF — IIIIARNING -
" THE CONDITION FOUND, AS'SHOWN BELOW, IS NOT IN COFv DANCE WnH CUR . ACC.EPIED C AND PROCEDURES
COULD CREATE A HAZARD. CORRECTIONS SHOULD BE MADE BY A QUALIFIED COMRA
i ME CNJL CONTACT YOUR LOCAL BUILDING DEF
, -M FO R CODE AND PERMTf R EQUIREMENTS PRIOR TO PERFORMING :REPAIR WORK
1
NPryIE AND TYPE OFAPPLWNCE
CONDITION TO BU�CORRECTED a Yom,$ F
W.
rac ev FOR FURTHER INFORMATION, PHONE
cEO q nME,
DATE
CUS(OMFR /PPCL•UPq SION9IURE-..,,w
TIME q DATE
RETATIONSHIP OFOCCU NnKO <UAOMER �. B
♦ i CITY OF WHEAT RIDGE y'
' Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: OF-7- Sizq/
Job Address: 11GY1 .o MW A/6
Permit Number: o?,9543
❑ No one available for inspection: Time A f Am0i
Re-Inspection required: Yes
"When corrections have been made, caii for re-inspection of 303-234-5933
Date: 24,9 to inspector:
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 235 -2857 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: G0
Permit Number f)/
❑ No one available for inspection: Time AM /PM
Re- Inspection required: Yes No
"When corrections have been made, call for re-inspection at 303 - 234 -5933
Date: - Inspector: 1!z ,.,
r
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Res. Miscellaneous PERMIT - 092903
r4000"r
PERMIT NO: 092903" 'ISSUED:° 10/01/200.9
JOB ADDRESS::. 11641 W 44TH AVE ?EXPIRES: 03/30/2010
DESCRIPTION:: Replace 5 sqs of vinyl siding
CONTACTS
owner 303./431-0118 Herbert Fightmaster
sub G12/623-4245 Mike McAlpin 09-0178 Direct Exteriors
**PARCEL.:. INFO
ZONE CODE: UA USE: UA
SUBDIVISION:0107: ,BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED PROJECT VALUATION: 2,000.00
FEES
Permit Fee 90.10
Total Valuation Op
Use Tax 136.00
**TOTAL 126.10
Conditions:
Subject to field inspections.
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 u spun ility for compliance with the Wheat Ridge Building Code '(I.B.C) and all other
applicabl a dge o k under this permit. Plans 'subject to field inspection.
Si nature of ntra r/own O
date.
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zoning. Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City.
2. This permit shall expire. 180 days from the issue date. Requests for an extension must be received prior to expiration
date. An extension may be granted at the discretion of the Building Official..
3. If this permit expires, a new permit may be acquired fora fee of one-half the amount normally required, provided no
changes have been or will be made in the original plans and specifications and any suspension or abandonments has not
exceeded one '(1) year if changes have been or if suspension or abandonment'. exceeds one (1) year, full fees`.. shall
be paid for ainew.permit.
4 No work of any manner shall be done. that will change thee. natural flow of water causing adrainage problem.
5 Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all'. inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6 The issuance of a permitf or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval o~an :ltion o f the provisions of the building codes or anyother ordinance, law, rule or regulation.
All plan r vi ject to fieldinspections.
Signature of hie mg'Official 'date
INSPECT N REQUEST LINE: (303)234-5933 BUILDING: OFFICE: (303)235-2855
REQUESTS MUST 13E MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE :FOLLOWING BUSINESS DAY. ?
v m
Building Permit Application
Property Address'. 116W Yl Y air 4vl(-
Property Owner (please print): t{ r-10el- - t~re~Li r(~L+S~dd Phone: ?t>3 -Y31-O1l 8
Mailing Address: (if different than property address)
Address:
City, State,
Contractor: De (lCf C)0-!Y100
Contractor License Phone: 30?-3S t'i - t St{
Sub Contractors:
Electrical City License
Company:
Exp. Date:
Plumbing City License
Company
Exp. Date:
Mechanical City License
Company:
Exp. Date:
Use of space (description): Re G" f D/ r\)(4 Construction Value: $ of?O
Description of Work: (as calculated per the Building Valuation Data sheet)
kfk love I L.ayt✓ C4., S tdl.' - Re p ikrt w i *-h Plan Review (due at time of submittal): $
- So)'s oc ~«yl ei~"~b
Sq. Ft./L.Ft added: Squares S BTU's Gallons Amps
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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection.
CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE rk ORj~
PRINT NAME: _Kfr~u lKg1_L(0 SIGNATURE: ate: /04/0
City of Wheat Ridge Building Division Date:
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929 Plan
Inspection Line: 303-234-5933
Permit #:0
Bldg Valuation:
♦ i CITY OF WHEAT RIDGE
Bung Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 235-2857 Fax
INSPECTION NOTICE
Inspection Type:r -f- . Li 11 -
=40t1r
Job Address:T
Permit Number: t 7
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
*When corrections have been made, call for re-inspection at 303-234-5933
Date: C T Inspector:
DO NOT REMOVE HIS NOTICE
o
City of Wheat Ridge
Res. Miscellaneous PERMIT - 092595,
PERMIT NO: 7092595
(ISSUED: 09/21/2009
JOB ADDRESS:: 11641 W 44TH AVE EXPIRES.: 03./20/2010
DESCRIPTION: Replace. 3 windows with no framing changes
CONTACTS
go 303/420-2002 01-8916 Accent Window Inc.
'Y.
**PARCEL INFO
ZONE CODE: . UA ?USE: UA
SUBDIVISION: 0107' 'BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED PROJECT VALUATION: 891.00
FEES
Permit Fee 46.43
Total Valuation .00
J Use ;Tax 16.04
* * TOTAL * *$n
IM
Conditions:
:Must comply w/ 2003 IRC & 2005 NEC.
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate. applicable.
yoFw"E4rgo City of Wheat Ridge Building Division
m 7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
` cOtoRPO° Inspection Line: 303-234-5933
Building Permit Application
Property Address: ' C)0.1 &A/ ~t4Y--, A-,~c
Date:
Plan
Permit#:
Property Owner (please print): 6,t Z J +r~nac l~~ Phone 103 3 / 1911 {
Mailing Address: (if different than property address)
Address:
Zip:
Contractor:
Contractor License Phone: q 3 cf
z--
Sub Contractors:
Electrical City License
Company:
Plumbing City License
Company
Mechanical City License
Company:
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval
Use of space (description): Construction Value: $ RDbScription of wo (as calculated per the Building Valuation Data sheet)
L Plan Review (due at time of submittal): $
t uw r~ ~n~ ~a1 Utz / • Zu
Sq. Ft./L.Ft added: Squares BTU's Gallons Amps
OWNERICONTRACTOR 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection.
CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESEy~pTIVE of (OWNER)
( ONTRATO
PRINT NAME: '44 4(-- SIGNATURE: Jf/~/..tDate: 9/2,/ .ly~
"'OP f
DEPARTMI=N USE ONLY
Bldg Valuation: $
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 16476
BUILDING INSPECTION LINE -(303-234-5983) Date : 11/1912003
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: FIGHTMASTER
Property Address : 11641 W 44TH AVE
Contractor License No. : 17590
Phone : 431.0118
Company : C J Roofing Co. Phone : 394-2802
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 regulafions of the Ciry of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegatlons
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 the Wheat Ridge Building
Code (U.B.C.) and all other applicable W~at Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR)SIGNED~ ~DATE lS
Construction Value :
$1,737.00
Permit Fee :
$$2•16
Plan Review Fee :
$0.00
Use Tax :
$20.84
Total:
$103.00
Use:
Description : RE-ROOF LOW SLOPE AREA ONLY WITH MODIFIED ROLLED ROOFING - 7 SQ
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. :
Approval :
Zoning :
, ,.u7„J~ ~ Com o?ss OKAY
Approval: DM
I'c Wor s Co""~~" e s`1.~_..`~~
Approval:
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No :
Company :
Plumbing License No :
Company :
Mechanical License No :
Company:
Expiration Date :
Approval:
Expiration Date :
Approval :
Expiration Date :
Approval:
(1) This permit was issued in accordance with the provisions set foAh in yopur appliration and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Rid9e, Colorado orany other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) days from issue date or (e) the building authonzed is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
ezceeds one (1) year, full fees shall be paitl for a new pertnit .(4) No work of any manner shall be done that will change the natural flow of vrater causing a dreinage problem.
(5) ConUactor shall notify the Building Inspector hventy-four (24) hours in advance for all inspeclions and shall receive written approval on inspection card before
proceediing with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the
provisionsofthebuildi odesoiherordinance,law,ruleorregulatioa Chief Buildi p ct r
PIse sign Terms and Conditions on reverse side of page.
DEPARTMENT OF PLANNING AtJD DEVELOPIVIENT Building Perrriit Numbe;
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date 3
7500 WEST 29TH AVENUE ~
WHEAT RIDGE, CO 80215
Property Owner : f4E,SLC, t=i61,1 -t
Property Address : I it,4t w, 4AUt-- Phone :~3-c{3
Contrector License No. :
Company : C, J, iZavr-i~ C~ Phone :3C~]. -_zq4- 2 go~
OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certity that the setback distances proposed by this pertnit application are accurate,
and do not violate applicable ordinances, mles or regulations of the City of Wheat Ridqe or
covenaots, easemenls or restrictions of recortl; that all measuremenls shown, antl allegations
made are accurate: that I have read and agree to abide by all conditions printed on this
appliwtion, and that I assume full responsibility for compliance with the Wheat Ridge Builtling
Code (U.B.C.) and all other applicable Wh at Ridge ordinances~, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED\_' c`Z1-0_ ( 18 `S
Construction Value : 1, 73 7,0 o
DATE k O
noecrintinn • PL-(leo-LOUSCtDP,.G?r.~{-0USe__ 0 A9~ c_J!-rHFrd- 0120 t~•2=)DT~~~7 5QS.
" 5
BUILDING DEPARTMENT USE ONLY
Approval:
Zoning :
Approval
Approval :
Occupancy : Wails : Roof : Stories : Residential Units :
Electncal License No : Plumbing License No . Mechanical License No .
Company: Company: Company:
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
~"Pda'ns Requl[~d°.s~"'''{ I, Plillins Required j '.q ` Pfahs R"bqulretl ~
(t) This Oefmii wa5 i55UeG in aCGOrOante wiU Ihe prOVision5 Set foflh in yOpUr aDPliCalion antl i5 SUbjetl to the laws of the Siate of Coloretlo antl lo Ihe Zomng
Regulations antl BUilding Cotle of Wneat Ritlge. COloratlo or any other applicaDle or0inance5 0l Ihe Cily
(2) This permit shall expire i/ (A) Ihe work authorizetl is not commencea wilhin sizry (60) tlays irom issue Uate or (B) Ne building authonzetl is suspentletl of
abandonetl br a penotl of 120 tlays.
(3) I( this permit ezpires, a new permit may De acquiretlior a fee of one-half the amount normally repuired. provitletl no changes have been of will be maae m the
original plans and specifications anA any suspension or abandonment has not exceeded one (1) year. II changes are made or it suspension or abantlonmem
exceetls one (1) year. fuli fees sha(l be paiC for a new permit.
(4) No work of any manner shall be done lhat wili change the naWral flow of waler causing a tlrainage pwDtem.
(5) Contractor shall notily the Building In50ecror M1venry4our (24) hours in atlvance ior all inspections antl shall recerve written approval on inspecUOn cartl before
proceetliing with successive Dhases of Ihe job.
(6) The issuance of a Dermit or the appmval of tlrawings antl specificalions snail not be conslruetl lo be a permit for. nor an apProval ol. any vwlauon of ihe provisions
of ihe bmltlinq wtles or any other ortlinance, law. mie or regulalion.
Chief Building Inspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13294
BUILDING INSPECTION LINE - 303-234-5933 Date : 12/27/01
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner: JACK
Property Address : 11641 W 44TH AVE Phone : 364-4909
Contractor License No. : 19921
Company : Master Industries, Inc. Phone : 364-4909
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 ab) e b all conditions printed on this
application, and that I assume full responsibility for o I" ' the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Rj¢[j inagce~s, for ork under this permit.
(OWNER)(CONTRACTOR) SIGNED DATE4-)70
Construction Value :
$1,500.00
Permit Fee :
$23.50
Plan Review Fee :
$0.00
Use Tax :
$0.00
Total:
$23.50
Use: %0%OD
C~Cc~f fqcoub
Description : NEW WATER LINE - NEW TAP - FROM MAIN TO BUILDING
Electrical License No : Plumbing License No :19921 Mechanical License No :
Company : Company :Master Industries, Inc. Company :
Expiration Date : 8/31102
Expiration Date : Approval : OK/KS Expiration Date :
Approval : Approval :
(1) This permit was issued in accordance with the pmvisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Cotle of Wheat Ridge, Colorado or any other applirable ordinances of the CiTy.
(2) This pertnit shall expire if (A) the work auihorized is not commenced within sixty (60) days from issue date or (B) the buiidingauthorized is suspended or
abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally requiretl, piovided no changes h"ave been or will be made in the
original plans antl specificaGOns and any suspension or a6andonment has not exceedetl one (1) yeac If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permi[.
(4) No work of any manner shail be done thatwill change the natural flow of water causing a drainage pro6lem.
(5) ConUac[or shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing wi[h successive phases of the joh.
(6) issuance of a permit or the approval of drawings antl specifications shali not be consimetl to be a permit for, nor an approval of, any violation of the
ro ision ~ building codes or any other ordinance, law, mle or regulatioa .
Chief Buil ' g Inspector
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number:
oF WHEA r q BUILDING INSPECTION LINE - 303-234-5933 Date:
~
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
'OLORP00 ,yHH py,y 5~p
' ~li"i'~4~ddON
Properry Owner. `~K1«C
Property Address: l16(,,/ Wq;'YY' o+'^p- Phone : 3rS 36lF (F yo ~j
Contractor License No.:
Company: /✓7A?$Te't =tih ~c ST'c+~LS Phone: ? a3 S GCe (F g~
AND AGREEMENT
I hereby certify that the setback distances pmposed by ffiis penni[ application aze
accurate, md do not violate applicable ordinances, mles or regulations of the City of
Wheat Ridge or covenants, easements or restricGons of record; [ttat all measurements
showq and allegations made aze accurate; ffiat I have read md agree to abide by all
conditions printed on this application md that I assume full responsibiliTy for
compliance with the Wheat Ridge Building Code .C) and all other applicahle
Wheat Ridge Ordinances, for work under this pe tt
Construction Value: /SoU
Permit Fee:
Plan Review Fee:
Use Tax:
Total:
(OWNER)(CONTRACTOR): SIGNED~ DATE
Description:
~A .e - A4w ~ - ~ '0-*1
BUILDING DEPARTMENT USE ONLY
SIC: Sq.Ft.:
ZONING COMMENTS .
Approval:
Zoning:
BUILDING COMMENTS:
Approval:
PUBLIC WORKS COMMENTS: Approval:
Occupancy: Walls: Roof. Stories: Residential Units:
Electrical License No: Plumbing License No: Mechanical License No:
Company: Company: Company:
Expirafion Date: Expiration Date: Exp'sarion Date:
Approval: Approval: Approval:
(1) 17us peimit was issued iu accordance with the provisions set forth in your applica4on md is subject to the laws of the State of Colorado and to the Zoning
Reguladons md Build'wg Codes of Wheat Ridge, Colorado or any otlier applicable ordinauces of fhe City.
(2) T1us pennit shall expue if (A) the work authorized is not commeuced within sixty (60) days 5nm issue date or (B) the building auNorized is suspended or
abandoned for a period of 120 days.
(3) If Utis peimit expues, a new permit may be acquired for a fee of one-half the amowt noimally required, provided ¢o changes have beeu or will be made in
the original plaus md speci5cafious and anysuspension orabandonmeuthas notezceededone (I) yeaz. Ifchanges haveheen or if suspension orabandovment
exceeds one (1) yeaz, full fees shall be paid for a uew peimit.
(4) No work of auy manna shall 6e done that will change We naNral flow of wa[er cansing a dcainage problem.
(5) ContracrorshallnotifytheBuildinglnspectorhventy-fou:(24)hoursiuadvancefora0iuspecfionsandshaltceceivewritteuappmvalouivspectioncardbefore
proceeding with successive phases ofthejob. (6) Tlie issuance of a pecmit or the approval of drawings md speciScations shall noc be coustrued to 6e a permit for, nor an approval of, any violation of the
provisions of the bwlding codes or any other ordinance, law, mle or reguiadou.
Chief Building Inspector
EP,ARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 7034
6UILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date : 5111/98
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner:
Property Address : 11641 W. 44th Avenue Phone :
Contractor License No. : 17838
Company : Judson Enterprises DBAIK-Designers Phone : 231 0044
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 the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED DATE
Description : Vinyl siding, soffit and facia
Construction Value :
$3,200.00
Permit Fee :
$75.50
Plan Review Fee :
$0.00
Use Tax :
$48.00
Total:
$123.50
Use:
Electrical License No :
Company:
Plumbing License No :
Company :
Mechanical License No :
Company:
Expiration Date :
Approval:
Expiration Date :
Approval:
Expiration Date :
Approval:
(7) This pertnitwas issued in accordance with the provisions setforth in yopur application and is subject to the laws of the Siate of Colorado and to the Zoning
Regulations antl Building Cotle of Wheat Ridge, Colorado or any oiher applicable ordinances of the City.
(2) This permit shall expire if (A) the work auihorized is not wmmenced wifhin sixty (60) days from issue date or (B) the building authorizetl is suspended or
abandoned for a penod of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitletl no changes have 6een or will be made in the original plans and specificaUons and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (7) year, full fees shall he paid for a new permit (4) No work of any manner shall be done thatwill change the naturel flow ofwater causing a dreinage problem. (5) Contrector shall noti(y the Building Inspedortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before
proceediing with successive phases of Fhe 7~ob.
6 The issuance of a permit or the approval of drewings and specifications shall no[ be construed to be a permit (or, nor an approval of, any violation of the provisions
of the building cotles or any other ordinance, law, rule or regulahon.
~
Chief Building inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPMENT
r`3UILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner
Property Address
Contractor License No.
~ /v te r
t//
Permit Fee
ComPanY: erS Phone: BpOs3o-39g3
IJc~~~r
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : ,j a.oo, 00
I hereby certify that the setback distances proposed by this pertnit appliwtion are accurate,
and do not violate appiicable ordinances, rules or re9ulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that 1 have read and ailree to abide by all conditions printed on this
appliwtion, and that I assume full responsibii'~ty for compliance with lhe Wheat Ridge Buildin9
Code (U.B.C.) and all other applicable Wh at F2idge ordinances, for work under this permit.
(OWNER)(CONTR4CTOR) SIGNED~/ ~DATE ✓r />A
Description :
6ii~vyt~ s.:
PqCi Gl
Use Tax
Total
~
:5p $0.00
Use :
BUILDING DEPARTMENT USE ONLY
Approval :
Zoning :
~IUMVIgAMMEM
Approval:
Approval:
Occupancy:
Electrical License No :
Company:
Expiration Date :
Approval :
Walls : Roof
Plumbing license No :
Company:
Expiration Date :
Approval:
Mechanical License No :
Company :
Expiration Date :
Approval:
(1) This pertnit vlas issued in aaoidance wilh ihe pmWsions set IoM in yapur applicatian and Is su61'ect to the laws a( the State ol Cob2tlo aiM to the Zoning
Regulations aM Building. Cade o! Wheat Ridye, Coloredo w any other applicaCle ortfinances ol the Ciy.
(2) i Moned fo ~r a peAiod of 720 day~ e~~~ ~ ~t ~in sixty (60) Eays Nom luue Oate w(8) ihe buil0inp authaizetl is auspenGeE or
aba
(J) If this pemvt eYpires, a new pemut maY 6e acquireE lor a fee ol one-hal( Ne amount nomulty required. pmvided no changes have Deen a vrill be ma0e in Ihe
original plans and specificaGans and afry au5pension w abanEanment tus nat ezceeded one (1) year. If chafges are maEe a H suspensbn a abandonment
exceeds ane (1) year. full fees shali be paid tor a new permiL
(4) No vrork o( any manner shall be done Uhat vrill change ihe naNrel flow o( waler pusing a drainage problem.
(5) Contracta shall no6ry Ne Builtling InsPector hventy-lour (24) hours in advance lor all inspections an0 shail receive written approval on knspecUon ard before
mCCeanrg mn suwessne 4 awa ..uw
(8) e issuance ol a pemiil u approvel o tlrawings and s~ra6ons shall rwt be wnsWed to be a pertnil fa, nor an apDroval ol, am/ NGaUon ol the proWsbns
01 the euildina caEes a anv oNer ordinance. Ww, mle or reguWlion. Chief Building Inspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
Phone:
SIC : Sq. Ft :
Stories : Residentiai Units :
Building Permit Number :
Date :