HomeMy WebLinkAbout5040 Ward Road� ► 44" City of Wheat Ridge
'/� Commercial Sign PERMIT - 202002118
PERMIT NO: 202002118 ISSUED: 11/23/2020
JOB ADDRESS: 5040 Ward Rd EXPIRES: 11/23/2021
JOB DESCRIPTION: Replace existing pole sign cabinet using existing steel, illuminated sign
in north elevation parking lot. No structural required.
Sq ft: 54.44
Bauchman Auto / All Star Auto Body
*** CONTACTS ***
OWNER (720)353-2786 WARD ROAD CENTER LLC
SUB (303)746-0850 WILLIAM HAYES 110254 SIGNDEALZ
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 61900.00
FEES
Total Valuation 0.00
Plan Review Fee 101.89
Use Tax 144.90
Permit Fee 156.75
** TOTAL ** 403.54
*** 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 IBC, 2020 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
**Prior to final inspection approval - As-builts are required before approval of the
Building Final Inspection and Certificate of Occupancy can be issued.
� ► 44" City of Wheat Ridge
'/� Commercial Sign PERMIT - 202002118
PERMIT NO: 202002118 ISSUED: 11/23/2020
JOB ADDRESS: 5040 Ward Rd EXPIRES: 11/23/2021
JOB DESCRIPTION: Replace existing pole sign cabinet using existing steel, illuminated sign
in north elevation parking lot. No structural required.
Sq ft: 54.44
Bauchman Auto / All Star Auto Body
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 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
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.
From: no-reolv(alci.wheatridae.m. us
To: CommDev Farm is
Subject: Online Form Submittal: Commercial Sign
Date: Friday, October 16, 2020 8:19:15 AM
Commercial Sign
This application is exclusively for Commercial Signs
YOU MUST ATTACH A VALID ELECTRONIC PAYMENT FORM IN ORDER FOR
THE PERMIT TO BE PROCESSED.
Your Permit will be emailed to the email address provided below once it is
processed.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
Is this application for Yes
Commercial Signs?
PROPERTY INFORMATION
Property Address 5040 Ward Road
Property Owner Name Ward Road Center LLC - Shaun Baker
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Address
Attach City of Wheat
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
720-353-2786
shauncbaker@comcast.net
Credit Card Authorization Form.Ddf
APPLICANT INFORMATION
Applicant Name Signdealz Corp - Amber Daugherty
What is your role in the
project?
Wheat Ridge
Contractor's License
General Contractor
[81YI8YA1.1
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contact Phone Number 720-595-1720
(enter WITH dashes,
eg 303-123-4567)
Contact Email Address amber@signdealz.com
for Plan Review
Comments
Retype Contact Email amber@signdealz.com
Address
DESCRIPTION OF WORK
Scope of Work Replace existing pole sign cabinet using existing steel,
illuminated
Square Footage 54.44
Name of Business Bauchman Auto / All Star Auto Body
Location of Sign North Elevation in parking lot
Is structural required? No
Upload any 8 1/2" x 11" Building Perm ItADDIIcat Ion -5040 Ward Road 0df
pages
Sign Installation Plan 5040 Ward Street 20-116 R13 Ddf
Set on 11'x17" only.
Project Value (contract 6900.00
value or cost of ALL $6,900 Valuation is
materials and labor) OK
SIGNATURE OF UNDERSTANDING AND AGREEMENT
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 Amber Daugherty/ Signdealz Corp
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.
\� �WHrRO
v m
�Otoano°
Project Address:
Freestanding Sign Calculation Sheet
You must complete this sheet and include it in the submittal package for
any newfreestanding signs. You will also need to create a site plan
and a detail sheet of the signage.
5040 Ward Road
Contractor Slgndealz CoT
You are allowed 1 freestanding sign for every street right-of-way adjacent to your
property. The allowable sign size is related to building size.
Step 1: Determine the square footage of the building:
Building size (in square feet): 10_000
(This will be inserted in the formula below)
Step 2: Complete the appropriate allowable signage formula:
If the building is 0 — 1,500 square feet in size, you are allowed a 35 square foot sign.
If the building is 1,501 —5,000 square feet in size, complete the following:
1,501 50 —50= +35=�
Building size Allowed sign size
If the building is 5,001 — 50,000 square feet in size, complete the following:
10000 - 5,001 = 4999 _ 500 = 5499 + 100 = 5599
Building size Allowed sign size
If the building is 50,000 + square feet in size, complete the following:
50,001 1,000=�+190=�
Building size Allowed sign size
The "allowed sign size" may be placed on each side of the freestanding sign.
® Check here if the sign is existing and you are replacing a cabinet or face with the same size
cabinet or face.
Continued on back
The sign must meet a setback from the street right-of-way.
If the sign is less than 7 feet in height, the sign must be setback 5 feet.
If the sign is between 7 feet and 15 feet the sign must be setback 10 feet.
For most freestanding signs, the maximum height is 15 feet. For properties within 1/4 mile of the
interstate, freestanding signs may be 50 feet tall. These signs must be setback at least 30 feet from
the street right-of-way.
Step 3: Determine the height of the new sign:
The new proposed freestanding sign will be 15' feet tall.
Step 4: Determine the setback from the street right-of-way:
The new proposed sign will be setback 17 feet from the street right-of-way.
All freestanding signs must adhere to the sight distance triangle requirements as listed in Section
26-603 of the Code of Laws.
You must include a site plan which details the location of the freestanding sign, building and drive
areas. Show all new and existing signage (include the square footage and height of all existing
signs). Please include a detail of the proposed sign, including the overall square footage and height,
as well as any electrical and structural details which may be pertinent.
0
911 Mr -at at
5040 Ward Road, Wheat Ridge, CO 80033
YEAR
WARRANTY
ALL & SIGN GLABE OR
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL Projects are
Subject to Field Inspections
• - City of
]wrwh6at edgeMMUNI"1Y DEVELO PMEN7
APPROVED
Reviewed for Code Compliance
Randy Slusser 11/16/2020
Plans Examiner Date
Validity of oemb.- The issuance of o perrnR or gpprow1 of plans spec4WHara
and campunohons shah not be a permitfor, or an approvol of, any violobon to
any of the provlslam of the budding code or of o{r► City 010narwes. hermits
presuming to give out" to wr 0w or cancel the pravis M of ow SUMAV
codes or other ordtncom of the Oty shaft not be what
-] �igndealz�O
GREAT SIGNS AT GREAT PRICES
Pok sign: Double sided
SIGNQ mli
aerervec F,/,rin9( mpnxrce by theu
as
i.nm,a mmaon
APPROVED ' Y9`w
By. Lauren Mikulak
(A)MUMENTS. was ROW new sign cannot begler
Height cannot exceed
cumrrt sign height is
8tlsiing sign Is 19 from pada Is sea
211me4"OlamxWell
annds bdlewe
n
rJ Signdeuln ' &
BACHMAN
AUTO
3133423-8993
AU*Star
��
D
L Md
FREE ESTIMATES
303-423-2498
New doEle awed tenant sign cabinet wih neo knee win W diAiwy vnmad emahia
Apo"Fandrmealuminumer asiemteplldatlelite
2•iluminum aleboe,dMtlerber iamm nested Si
IntemsibilluMnsietlwilhwhkLFD'c w
Fm wtlmaY ambient la be double aided near Sign ailma m
.OAO"Fahriand aluminum man abieb aldetl whte wile 2M sissy prined v so
2•Numinummklwaimbmspidnizi C
Intemely llluminmed with mi LENS
OroW
Nlinelaim TaO wbh kdiwrvay
Fielaknhmentepene T&Owik oeineerdaxiW � um
ANN New msich Paw ipintetlwhk Y
Na-0bmlneled atltlaa PumW tebhlSeem .ON" siuMnum PumW wM 3M vhyl prephlp
m
MOMitetlbmch aitleaf pote
s.m.ma ein semka sPmnmd.a:
Who Mete 9eWulCanedbn:GC 'a c Be
Paermegaimmwk 121NMNAP-2aNa DatlkebtlnwM 8
t rz
W
ON
JzbAPPROVED
aro am
Raewsee,l.tlbs,_ar 11 A 62020
ale dlefiW. 1NU Was ea-w.•
sess
esel
.-ese.
TM amm..em.a.ia.r
PAOE3 N
mr:
3
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
� YEAR
Aft WARRANTY
Palo Sign: Mull Swed R.g�essaafor Wining ComOBenrebythe
cion of Board Rude Plan nine Dlv Son
w.gwDn®a Sil APPROVED
By. Lauren Mikulak
Ild 111102020 new sign due to City purchase of
CDIIl Wind ROW new sign canned be tal I er
or all to ROW, per need suarmend Nis Nis 16
SXCHMAN
AUTO
Ai ar
glen
lar
— — — 9
am angel F5046] p
Wile
City of
Wheat Nell
Building Division
•'•"
nonseasonal ier: SIlgnde:aI lzI iI I v im nN4aetlrb.lBboHda,w1fwnalNlhoWE0f0�,
°�x1R w.APPsRO+VAL: W .
i�WARRANTY
•••sg
Ill Iwo
&LLXRY[S PAGE
Pok sign: Ombk sided
Exlsgng sign is 15'from grade to top 2fna;v„b',w:hil C,,°.ol.lusth, ,
hip ebn APPROVED
v. Lauren Mikulak
CIIIRI
City of
Wheat Ridge
Building Division
milmandedaw �,I� a�n,.d.,. s< N " APPROVAL: 111111 YEAR
LISIgI &alzb n�meom _. a�...� ar.r Aft WARRANTY
.�, eaxRm rnrnye coeomr
Iwo ovexamue I°�auxexee veoec approval
Eni It a6WId,47&J d8%OFaeEfYAaB Reviewed kIDn6 C
r nlMgdl noe EV me 111,
OME^#: 49ggfi
City aWheat Renee Planing Drmron
UPPER PIN It'll
APPROVED 129"1wANN wvvfill
Pole Sign: Double Sided
ON: Lauren Mikulak
DATE rr =O nev,ogn due to City puroinve of
SIGNO
COMMENTs'.
EFIAP OlR- AR'
cur closearto Rings ON, field survey innix M is 16
NR
R�vl
I�I
Febriutlon 9w¢
wERWPAi
2 New exude Sided Stand men aGreb W tv Raw krea
»9p1Ram
.o9E FebrraRl iumimum Sign taeirre6 painted while
2 Alumnum rea jars B rHuma palnkd shall
IWIER PR ILP 0)
°r
Inamalry lllum'Nna@d MM) Mae fED'a
`T
1
RI'+ne'YlW+zl¢wyNp W)� lradal
TRANSITION TABLE
1.5"Numinum a¢anReal peirAed wbia
LP 1 D I R1 IR2 R1W R2W
1 1 5 1
0° 11.26'1 112"1 310' Val 1 114'
CRUSHED CINDER BLOCKS
Gree surreal cal at be double FORD new again cabinet
-
T
.090^ Gabrkale eruminum Sign ca nglas painted what
A
T Aluminum retaioera& Will pall shall
p
migmely iuuminated "i venae LEDs
FOUNDATION PRIOR TO
e T
3+)"
U1
1
Nl final All MD wlN tech survey
�
EINALGRADE
2500 PSI CONCRETE MIN)
Firal atfigul Sipes TSO ilN engineer amwingSi
j
SCALE: IE -i 'V
Nomlllumlrated ad]resa pantlSi d Ca fiat whin.1100" aluminum pargels wM 3M Sol graphic
c
1g
MountedrorachaileMpde
1g e
eT
I,r
MlnumeMSlgn FM[hl[N 9pcMulkrle:
p
1}
NTOMeFaari GL
AM:
Power Rveament MVMPMP-SiNnP Uafiarea Llwil
Pequ INV
SHERRI M�mxSfi°allal
t bauads
New allx M"D'mm wnaele base added to existing base
Will require Ni
NEW
ROAD Dre
steel suppol Plce
e'a^ly x 5^ IDI
R@ITOC.
OuSURRalil
VIE
CAR a(e)
Ia;
EFIAP OlR- AR'
NR
R�vl
wERWPAi
»9p1Ram
IWIER PR ILP 0)
wWatITWsNiMid,EN- D,i
RI'+ne'YlW+zl¢wyNp W)� lradal
TRANSITION TABLE
# I UP 1
LP 1 D I R1 IR2 R1W R2W
1 1 5 1
0° 11.26'1 112"1 310' Val 1 114'
NEW
ROAD Dre
steel suppol Plce
e'a^ly x 5^ IDI
R@ITOC.
OuSURRalil
VIE
EFIAP OlR- AR'
WeeI suPWa Mae
T OFCANCREIEOR
CRUSHED CINDER BLOCKS
PLACEDINB0II0M OF
FOUNDATION PRIOR TO
3+)"
MAINPoUR
�
EINALGRADE
2500 PSI CONCRETE MIN)
ttPICAL OF ONE PIER
SCALE: IE -i 'V
EXISTING VERIFYM FIELD
o�,p0 AFC/f�F
�� ✓•�F'•�y6
M5040 WARD ROAD Sitars mo m e9rv9os
P:f9n11819-0<99 �)NwYJPPpmWp peY�lalmrt Will
ypy� p
ens eo�H") Addree w RD
X ]
crvlsm %wFo�c � ANI HIS
$r miFfSIOM LL�G\Pu, s NCRsICNDEPIZrP ll 6�h i4mb 1N
Rest
rumEoaM.ow mmrzl
x = ISM
�
� pvqVI-
-• .. 1
y
PHONE: 1-800-405 0686
CUSTOMER (ONLY( I CUSTOMER (ONLY) I LANDLORD/MANAGEMENT (ONLY)
Color Oleelalmer NetR_
By Initialing this Box, Customer'Aarees' that He/She "Approves"
of the following Colors and Materials specification listed
Customer'Aaflfa' that Slgndealz Isnot' responsible for Color
Accuracy If Physical Samples have 'not' been provided. It Is the
Customers responsibility to Request Physical Samples.
COLORS At MATERIALS
LIGHTING
lyhtle LBYe
APPROVAL OF COIOII & MATERVULM:
aawRlsao Axam nY:
rJ Slgndeuln 'caawr&
Flmtnrnl O'schimmear Made -
Unless otherwise NobA In Contrast,
\ ENstriW'Rrrne or Final Elearb
Connection Charges am not Ineluchd.
Illuminated! Displays are Wheat IM
unless othewMe Indicated an Drsvlrra.
ae.a.ada
I andlml / algnd�nnmval Required -
As the Manager / Landlord / Homeowners Association
Representative / Owner of the above mentioned property,
I (we) represent that I (we) have the authority to sign
this Approval Authorization and hereby do 'Authorize -
installation of Outdoor Signage at the above-mentioned
address by Signdeelz, Inc. of their authorized
subcontractor. I (we) have reviewed the Sign
Specification package, and 'Approve" the modifications
to the property listed an the Sign Speci cations package.
Laced Iwas. ume +awed Des:
lantllartl/Management:
00
00
00
00
Wheat Ridge
TM move
I'ADEa W
a.:
10111 YEAR
Aft WARRANTY
City of
Wh6at
CommuNtTy DEVELOPMENT
5040 Ward Road
3031���
Phone:
Address: PO Box 2121
City, State, Zip:
Englewood, CO 80150
M ♦
City License # DM= City License #
Phone: 303-288-2635
Install Thim Film PV Laminates on new Standing Seam
Roof. Inverters located in second floor loft, See one-line
for tie in locations
Squares BTU's Gallons _ Amps 60 Sq ft
Contract Talue:
Review Fee (due at time of submittal):
IiLl-1
Bldg Valuation:
on��c�ff m=, I
ME=
WEM
M=
Instal engineered Roof Hugger system over existing
roof, install 16ga SS Metal roofing on Roof Hugger
system
Squares 105 BTU's - Gallons Arnp e � 0 i w Sq Ft.
Date: 1 t w /4 t
Plan#
Permit #
October #
Permits presuming to give. auftwity to isolate or cancel the provisions
bWing codes or otter ordinances of the st shall nd be valid,
ry
October 28, 2011
Revise n
. Jeff Barnard
In tabular form, the results are:
Lower West Roof Surface
Panel Type & Width:
Englert Series 2500, 24 Gauge, 16" wide
Panel Fastener (end):
(2) #1 -14 DP3 screws at 20 Ga plate
Clip Type:
Two Piece, Englert series 2500 FM clip
Clip Spacing:
43" o.c. (max) along panel edges in all zones
Clip Fastener:
(2) ##12 -14 DP3 Screws per clip
Clip support:
16 ga (min) "Roof Hugger"purlin @ ca. existing purlin
Support Fastener:
(2) #12 -14 DP3 screws between ea. existing panel rib
Upper Gable Roof Surface
Panel Type & Width:
Englert Series 2500, 24 Gauge, 16" wide
Panel Fastener (end):
(3) #12 -141 P screws at 20 Ga plate
Clip Type:
Two Piece, Englert series 2500 FM clip
Clip Spacing:
48" o.c. (max) along panel edges in all zones
Clip Fastener:
(2) #1 -14 DP3 Screws per clip
Clip support:
16 ga (min) "Roof Hugger" purlin @ ea. existing purlin
Mid-span roof bugger purlin w/ 16 gauge sub-rafters
Spaced at 32" oc. in zone 3
Support Fastener:
(2) # 12-14 DP3 screws between ea. existing panel rib
I I - • #
,
r" 1\
'21
mag
If I can be of further assistance in this matter, or if you have any questions, please call. I can be
reached at (970) 232-6014.
'
'
' '' �
BAKER ~ R
50 40 WARD ROAD
WHE4T RIDGE %O L: RAD
Metal Roof
Structural al lati »2
L ower West - 4■\ anel
Allowable Load Calculat
�< #� « ��■ ■ :- - ■ �° � ■� `:
� § ■ » #� ® � # #■ 2� y. ■�� .
9-14
/5 -20
2ƒ
Co
JOB / 1
1470
M E
ENGLERT
DAM 1
101281
tw o
-,a} SURF
a
/ . .... .
\VE < 20 »\
+|
+|
e
E75/12 �
. M
Im
UPPER GABLE
ROOF SU RFACE
- :
Im
UPPER GABLE
ROOF SU RFACE
- :
BAKER FACT
5040 WARD
WHEAT RIDGE, COLORADO
s
a=60
ALMAWAULZ
ROOF
SURFACE
a=72" Least
Horizontal Dim = +SCI'
have
roof freight ' -= 17'
Use
least of
a
= (0.1 Q)x(60) --= 6'
a
= (0.4)x(17) = 6:8'
Use a = 6' = 72'
III ! Ir i iiIiIi III iii, #
1' ff I,:.!
0 Mean Roof Height of 14.3'
Velocity pressure exposure coe fficient -- Kz = 0. (From table 6 -3, Exp C, Case 1)
From Eq. 6-
Velocity Pressure qz (psf) = ('0 '56)x(K )x(Kzt)X (Kd)x(V) )
qz = qh (psf) = 26.6 psf
4.5
,a �
►•
1
1
LOWE FOR . SU
a' •
CCp2 = 0. 5 (fig. 6 --11C)
P (psf)
= 113.1
—1.7
—50.0
GCp3 = 0.5 ('fig. 6-1 IC)
P, (psf)
= 18. l
6
-- 7.3.9
GRA W
Note: Roof Live
Load not normally
From Section 2.3.2 of ASCE 07
concurrent with Snow load. but
done so for higher 'factor of safety
(Comb Fact Loads)
Using Equation 4
Live Laud
= 20 psf
Lf (Total Factored Load)
know Land
=
21 psf
Lf = 1.2DL +1.6W+L +0. (L r or SL
or R)
FT-�TTTT;-�
0 = 4.8"
a` V0a6"
ROO I1 PO. .i
Pre—Finished standing seom metal roofing attached to 16 Gouge Metal "Zee" Roof—Hugger
purlins attached to top of existing steel puriins spaced at 45 (mox.) o.c.
(Note: Existing Purlin spacing vories from 19" to 45". the largest spacing of 45" is used
in the }
Use Design food = W 2;f for 60* clip spacing & M pj for 30" clip spacing
Use Design load = 75.6 psf for the interpolated 45" clip spacing
Z one_ (3 span condition with 45" o.c. clip spacing)
Allowable uplift (pst) = 75.6 > P1 = —28.7 (28.7/75.6) = 0.38 Acceptable
one 2 (3 span condition with 45" o.c. clip spacing)
Allowable uplift (psf) = 75.6 > P2 = —50. (50.0/75.6) = 0.66
}
(3 span condition with 45" o.c. clip spacing)
All o w able u plift « > * «
N ote :
Recommended fastener spocing may be reduced depending
on screw attachment values in following sections.
�
Acceptable
-. t'` Acceptable
Clip Gouge j Thickness (in.);
18
0.0478 in. t1
Clip Fu (ksl):
52
Fu1
Metal Purlin Gouge / Thickness (in.);-
16
0.0598 in. t2
Meted Purlin Fu (ksi),
52
Fug
Screw type / Diameter (in.).
#12-14 DP3 0.21 in. d
Screw head or wosher diameter (in.).
= 45* = 3.75
01.38 in. dw
Pullout value Pnot = (0.65)x(t2)x(d)x(Fu2)
Pnot =
(0.85)x(O.0598)x(O.21)x(52000)
Pullover value Pnov (1.5)x(t1)x(dw)x(Fu1)
Pnov =
(1. ►)x(O.0478)x(O.50)x(52000)
Pnot = 555 !tars (752 lbs per "Conceolor"
Fastener Performance Data Sheet)
Pnov = 1417 lbs
Pat
Pnotf (F. a. of 2.25) Pat
= 555/2.25
246.7 Per Screw
Allowable Chia Fastener toad (lbs) =
2(246.7) =
493.3
Clap
loads = (clip spocing)x(ponel width)x (design
wand pressure)
Clap spacing, Zones 1,2 cat 3
= 45* = 3.75
.
Panel width = 16° = 1.33'
Design Wand Pressure (per design criteria)
Zane 1 = 28.7, ,Zane 2
= 50.0, Zone 3 ='73.9
Zone
1, (3.75)x(1 .33)x(28.7)
143.1 <
493.3
/ OK
Zane
2, (3.75)x(1.33)x(50.0) =
249.4 <
493.3
v ,r' OK
Zone
3, (3.75)x(1.33)x(73.9) =
368.6 <
493.3
' /OK
M. MD EA LQLDj
t
Note: Calculated Sliding Force neglects any friction forces between panel and polylso
rigid insulation or between panel and clip.
Sliding Force (S Total dead load + live load perpendicular to normal force
acting along length and width of panel.
y - w ,
FIRMAZIMA
;� = (2.63 psf)x(l.33*)x(32.1*) = 112.3 lbs
24 0.0239 in.
ti
52
Ful
20 0.0359 in.
t2
52
I' u2
#12-14 DP3 0.21 in.
d
Pnsl = d)x(Fu1) = (2.7)x(O.0239)x(O.21)x(52000) = 704.7 lbs
Pns2 = d)x(Fu2) - (2.7)x(O.0359)x(O.21)x(52000) = 1409.3 lbs
Check value (t2/tl) = (0.0359/0.0239)
Since
t2 t1
= 1.5.
Pns con
be inte!polatedi
Pns =
704.7
lbs per
screw
Pas =
Pns/2.25 = 704.7/2.25 = 313.2/s crew
Required Screws = S = 112.3/313.2 = 0.36
AL= (0.0000072)x(180)x(P
lbertnal Ersion
(AL
0.50* (112
fj
w 49m, T71
Panel Length
(PI)
gm
m
A 2 � W1
IBC 2009
e4°C ASCE' 7-05
120 MPH
(J SEC GUST)
C
1.0
2,9.4'
24.7'
GABLE 0
4.5112 = 20-6*
ENCLOSED
BUILDING
IBC 2009 section 1•0• . 1 1 "determination of wind loads' with reference to ASCE 7.
Using ASCE' 7-05 section 6.5 Method 2— Analytical Procedure for components & cladding.
=RTIM
Topographical factor — Kzt 1.00 (Assumed)
Wind directionolity factor — Kd 0.85 (Toble 6-4)
J Second gust basic wind speed — V 120 mph (Per City Standards)
Wind importance factor — /W 1.0 (Toble 6— 1, Cat # Building)
0 Mean Roof Height of 24.7'
Velocity pressure exposure coefficient — Kz— a938 (From table 6—J, Exp C, Case 1)
From Eq. 6-15
Velocity Pressure qz (psf) = (0.00256)x(Kz)x(Kzt)x(Kd)x(V)
= (0.00256)x((. -938)x(1-00)x(O.85)x(120) 2 X(I.0)
qz = qh (Psf)
12
T.
EA VE 0 20 20.6�
R e I . a
12
14.5
9�
AEMYZA iI i mi
Clip Gouge / Thickness (in.):
18
0.0478 in. ti
Clip Fu (ksi):
52
Ful
Metal Purlin Gouge / Thickness (in.):
16
0.0598 in. t2
Metal Purlin Fu (kei):
52
Fug
Screw type / Diameter (in.):
#12-14
DP3 0.21 in. d
Screw head or washer diameter (in.):
0.38 in. dw
Pullout value Pnot (0.85)x(t2)x(d)x(Fu2)
Prot
= (0.85)x(O.0598)x(O.21)x(52000)
Pullover value Pnov = (1.5)x(t1)x(dw)x(Fu1)
Pnov
= (1.5)x(O.0478)x(O.50)x(52000)
Pnot = 555 lbs (752 lbs per "Conceolor Fastener Performance Data Sheet)
Pnov = 1417 lbs
Pot = Pnot/(F.S. of 2.25) Pot = 555/2.25 = 246.7 Per Screw
Allowable Clip Fastener Load Qbs) = 2(246.7) = 493.3
Zone 1, (4)x(1.33)x(31.7) -
Zone 2, (4)x(1.33)x(55.3) =
Zone 3. (2) (1.33)x(81.6) =
5NOW MD PANEL LWS
Note: Calculated Sliding Force neglects any friction forces between panel and clip.
Sliding Force (S Total dead food + live food perpendicular to normal force
acting along length and width of panel.
Sf = (11.1 psf)x(1.33 = 391.2 lbs
24 0.0239 in. ti
52 Ful
20 0.0359 in. t2
52 Fu2
#12-14 DP3 0.21 in. d
•.0239)x(O.21)x(5200► ) = 704.7 lbs
0359)x(O.21)x(52000) = 1409.3 lbs
Check value (t2/tI) = (0.0359/0.0239)
Since (t2A1) = 1.5, Pns con be inteEp2lotSt
Pns = 704.7 lbs per screw Pas = Pns/2.25 = 704.7/2.25 = 313.2/screw
Required Screws = S = 391.2/313.2 = 1.25
ImmV., 1- a-CUNK M.T. Wzl�
Em
.x
it . G � N ' • ♦ '.� � � •
#t
IBC 2009 & AS CE 7--015
WINO? LOAD
IBC 2009 section 1609. 1.1 Odeterminotion of wired loads' with reference to ASCE Z
Using ASCE 7-05 section 6.5 Method - Anolytical Procedure for components & clodding.
Topographical factor — Kzt = 1.00 (Assumed)
Wind directionality factor -- Kd 0.85 (Table 6-
3 Second gust basic wind speed V . 120 mph (Per City Standards)
Mid importance factor lw — 1.0 (Table 6--1, Cat Il Building)
0 Mean Roof Height of 15'
Velocity pressure exposure coefficient — Kz = 085 (From table 6--3 Exp C, Case 1)
From Eq. 6--15
Velc ity Pressure qz (p f) = (0 256)) Ka r K,�t, x(k'd)x )X(V)2X(1W)
(0.0025 )x( 8)x(1. )x(. 5)x(1 )'x (1. )
.. p sf
15' MEAN ROOF HFIC.14T I 1 h1
12
--- V..'5
LOWER
VE 0
15'
V , i li I;ii
ARN,
A� Z
ROOF* COMPOSITION
Pre—Finished standing soom metal roofing attached to 16 Gouge Metal "Zee" Roof—Hugger
purlins attached to top of existing steel purlins spaced at 45" (mox.) o.c.
(Note: Existing Pudin spacing varies from 19 to 45". the largest spacing of 45" is used
in the calculations).
Published flexural capacity • En•lert Series 2500 metal roofing panels:
Based upon the attached report and test results from Encon Consultants, Inc- dotA
October 5, 2000 Eng*t Woe ZW (double seom locked) metal roofing panels
meet the requirements • the 2009 UBC and ASCE 7-05. 1
The allowable panel uplift foods, when determined from the ultimate test results with a
factor of safety of 1.65 ore —94.3 psf and —56.7 psf with clip spacings of 30" o.c.
and 60" oc. respectively. Based upon the attached allowable uniform food tables from
Englert. Series 2500 24 g• . metal panels con resist uniform gravity foods • 124 psf
and 61 psf with panel spans • 30* and 60 respectively.
Zone 2
(3
span
condition
with 60"
o.c. clip
spacing)
Allowable
uplift
(psf)
= 56.7
> P2 =
—50.0
(50.0/56.7) = 0.88 Acceptable
one 3
(3
span
condition
with 60"
o.c> clip
spacing)
Allowable
uplift
(psf)
= 56.7
< P3 =
—73.9
(73.9/56.7) = 1.30 Unacceptable
Requires additional support at raid —span between purlins, i.e. 30" clip spacing
.Lone 3 (3 span condition with 30" oc. clip spacing)
Allowable uplift (psf) = 94.5 > P3 = —73.9 (73.9/94.5) - 0.78 Acceptable
Note: Recommended fastener spacing may be reduced depending
on screw ottochment values in following sections.
, NA I L* CIA * �►.
Clip Gauge / Thickness (in.):
18
0.0478 in. t1
Clip Fu (ksi)
Zone 1, (5)x(1.33)x(28.7)
Fu1
Metal Purlin Gauge / Thickness (in.)
16
0.0598 in. t2
Metal Purlin Fu (ksi):
52
Fug
Screw type / Diameter (in.).
12 -14
DP3 0.21 in. d
Screw head or washer diameter (in.):
0.38 in. dw
Pullout value Pnot (0.85)x(t2)x(d)x(Fu2)
Prot
= (0.85)x(O.0598)x(Q.21)x(52000)
Pullover value Pnov = (1.5)x(t1)x(dw)x(Fu1)
Pnov
= (1.5)x(O.0478)x(O.50)x(52000)
Pnot = 555 lbs (752 lbs per "Conceolor" Fastener Performance Data Sheet)
Pnov = 1417 lbs
Pat = Pnot /(F.S. of 2.25) Prat = 555/2..2:5 246.7 Per Screw
Allowable Clip Fastener Load (lbs) = 2(246.7) = 493.3
Clip loods = (clip spocing)x(ponel wi th)x(design wind pressure)
Zone 1 = 28.7, Zone
2 f 50.0,
Zone 3
73.9
Zone 1, (5)x(1.33)x(28.7)
177.6 <
403
OK
Zone 2, (5)x(1.33)x(50.0) =
332.5 <
413.3
, ' OK
Zane 3, (2.5
245.7 <
493.
r
OK
Uee,Min. 12-14 i n a t ea ch k i
a t M o x. m In z one s a
Use Min. W 112-14 DP3 screws at each p9nol
Nxwed at Ur ox. maximum in zone 3
! . • 2.1') = 165.2 lbs
t1
'u 1
t2
i* u2
d
Pns = 704.7 ibs per screw Pos = Pns /2.25 = 704.7/2.25 13.2/screw
Required Screws = S f /pas = 165.2/313,2 = 0.53
I - .. ..
Roof Slope
Horizontal
Panel Length
Thermal Ex onsion
UO
Length H
P
Q
3.6*
62.0
62.1'
0.97* ( 1
Page 20
cl
Roof Yyq9er SG rt Ca k 11
For Lower West do Lower East Roof Surfaces
Max existing purlin spacing = 5'_0" = 60"
Fn = 73.9 psf (mox uplift in zone 3)
Max Tributary area for (2) #12-14 DP3 Screws
each fastener per panel god --
At = (60*)x(12/2") = 360 in .
"Roof — plugger" 16 go purlin
(Actual depth not shown)
At = 2.50 ft z
7 -
Max Tributary load for fastener
Existing roof panel
Lt = (At )x(73.9 psf) = 164.6 lbs
12" M
Existing 14 go purlin
Allowable load per 1214 DP3 screw
Existing Purlin Gauge / Thickness (in.):
14
0.0747 in. t
Metal Purlin F (ksi);
52
Fug
Screw type / Diometer (in.):
12-14
DP3 0.21 !n. d
Pullout value Pnot = (0.85)x(t2)x(d)x(Fu2)
Pnot =
(0.85)x(O.0747)x(O.21)x(52000)
Pnot = 693.3 lbs. 693.3 /3 = 231 lbs
> 184.8 lbs
Acceptable
For Upper Gable Roof Surface
Max existing purlin spacing = 4'-0" 48"
Fn = 81.9 psf (mox uplift in zone 3)
Max Tributary area for (2)
#12-14 DP3 Screws
each fastener per
panel gap
"Roof—Hugger" purlin
At = (48")x(8/2*) = 192 in **
(Actual depth not shown)
13 6=
At = 1.33 ft
Max Tributary lead for fastener
Existing roof panel
Lt = (At)x(81.6 psf) = 1 08.5 lbs
8"
Existing purlin
Allowable load per #12-14 DP3 screw
Existing Purlin Gauge / Thickness (in.)-
14
0.0747 in. t2
Metal Purlin Fu (ksi):
52
Fu2
Screw type / Diameter (in.):
#12 -14
DP3 0.21 in. d
Pullout value Pnot = (0. 5)x(t2)x(d)x(Fu2)
Pnot =
(0.85)x(O.0747)x(O.21)x(52000)
Pnot = 693.3 lbs, 693.3/3 = 231 Ibs
> 118.5 lbs
d"
Acceptable
r. •rx rss x
LOWER + •
(NO ADDED REINFORCEMENT NEEDED) I
• r "s �: iii...
It
r rx
For inf or m a t i on on plac an + ix f or •g Ca e:. x 5 i rw h f orma t, please refer
to dw enclosed ordering infortnation.
TGKX NovenAw 19,1
Roof Deck Constructions
..K 4 1 Ru � 7 1 Arl-I'l
rs
W AG L E R T
«
i
1
«
s
i
s
7. Minimum pa.nal au . «. rt bearing length w 3.00 in
3 ,D i a ted load = 200 1bg load d a. in
Simple •» •• ft
Two Span max. span - 5.0 ft
9 ft
Ms
72
L 6. For Simple span Loadings, oto positive values for downward loads
and Negative valueb for upward loads. For all loads, use
val between s •. ,.,.. Deg nktionst
(P) Positive banding
(n) Negative banding
7. Minimu6 panel sup port ♦ 0 0 in
8. Concentrated load" 200 iba an Mid -span, load, .width a 4 In
simple span - Max. Span 4. 100 ft
T wo Spars -- Max.' span ., S.Q93 ft
Three Span + - Max. spews - 9.033 ft
9
P I NO. TIS
DATZ: 04 -12-1594
SERIES 2500'
Width
16.00 in
Alloy
ASTM A446, Grade C
Gauge
24 (0.024 in) PANEL LOAD TABLE
Seam Rotations 90 deg.
UYTFORM LIVE L ( SF)
SPAN
LOAD S T8 (Feet)
TYP
TYPE
4.25 4.50 4.75 5.00 5.2S 5..50 5.75 6.00
6.26
SIMPLE
LOADy 72 68 65 61 $6 61 46 42'
39
u p 194 153 139 119 103 89 79 69
GI
LOADn ss 49 '44 40 36 33 30
26
DXrLn 99 6,2 '76 60 52 4S 3 9 35
31
TWO
LOAD 61 54 49 44 40 36 33 30
2
VmP 274 231 197 169 146 127 111 98
86
_` E
....... 71 - 63 _ .,57 5.1. ,46... .42 _ b 2A.... ,95.
.. .. ..
PtZELP 366 308 262 225 194 169 148 1301
115
. 0 s
1. Deflection loads are calculated for -a LM lewd ds!lect
not in excess of 1/180 of the span. "
. ctzaul 'a used " Load tables for tLVXM and OXFLECTIOV care%
Simple Span - H(q) . 0.:2$wl - 21 Mtn) 0 0.125wl" 2 .
TWO span - X( P) "r 0.126w1'"2, Mtn) as 0,096w1'2
Thrace S a t - 24 ) 0.0804 - 2 r Mtn) = 0.107wl "2
6 le span �- DELTA 0.0230w1"4/EI
Two Space - DELTA 0,0092w1" 4 /El
Three Spans +, .. DELTA 0.0069wl'4/21
Modulaa of Elasticity (E) 29,$00 ka
3. Allowable uniform loads are determined per the follow
a) Local and Overall Suckling LAXST 0 3.1.21
b) Allowable Shear Stress (TV) tA181 C3.21
c) Combined sending and Shear CAIST 1:3.33
d) Combined Sen 6x Web (ALSI C3.51
d. Allowance has been toads fvr panel -Dead D sight.
S. Allowab loads juay baw i 33e for g Loads.
L 6. For Simple span Loadings, oto positive values for downward loads
and Negative valueb for upward loads. For all loads, use
val between s •. ,.,.. Deg nktionst
(P) Positive banding
(n) Negative banding
7. Minimu6 panel sup port ♦ 0 0 in
8. Concentrated load" 200 iba an Mid -span, load, .width a 4 In
simple span - Max. Span 4. 100 ft
T wo Spars -- Max.' span ., S.Q93 ft
Three Span + - Max. spews - 9.033 ft
9
C 3.
?,116wable uniform loads a determin per the following' .
4 7 l a overall 3Ucj;l1Uq IATS1 03.1.2)
b) allowable Shear St (rv) [A1S1 C:3.2)
t 1 03.31
c) C Sending a nd sh
d) Con1b Sand ing rc Web Cr i p pl_I ng jALSI 03 »
4.
Allo hag bee made for pan el Dead Waight.
S.
P 1st. T16
6.
o Simp span Loadings, uee pos values for downward loads
For a ll loada, use LOWF.ST
arid Negative Values for a :Loads.
value between LOAD and DEFL OT1«OX- Load Tabla C►eai aabio
g l �� mil
DATE;
04-12-
(n) r Negative banding
7.
Minimum panal support bearing length .00 in
SERIES 2500
c oncentrated load 200 lba at mid -span, lo&dl,w -dth 4 in
simple Span ' - Max. Span = 4-iOO ft
Two spars. - Max. Sian . 5.083 ;fit
l IIItt k➢ ll# �Ifilt# Iffi7, RwQ0.'?. ffii7�iR# Ri111i�111. 5��49Fl NRLY�I MLR�IOFIIR .�1{r!rxlf7Mk911#s�IYYR.AWIW III` IMF! Y�Il# A. il{ fYli{ IIIk�1il M' kA1�15YM1i�SRAlA4l "+�SA[$3191t�P�M��R111Mk11k Y1iF41e1f11
Width
16.00 in
loy
iASTM A446, Grav C
24 (0 - 024 in)
k' L T
Seam Rotation a 0 d eg.
(PS F )
iFLw 4 A L Z OAO (PSF)
S PAN
LOAD
SpA L (Feet)
TXPZ
A
6.50
:6,;75 7.00 7.25 1. so 7.75
5.00
$ »26
e S 0
S
T-OAbg 26
33 31 29 27 25
32
23
29
22
2 7
20
24
Ia IrLp 64
48 4 3S 35
22 20 19 1S
16
15
14
LOADn 3
Donn 27
2 4
24 22 20 1S 16
15
13
12
Lm 25
73 222 20 19 17
16
41
4S
38
14
3
DVFLp 77
69 61 65 SG 45
. ,
L . w .. 40 .,
26.. ..26 _.24.. 22 . 21
19
16
17
DEP +lp 102
91 82 74
C 3.
?,116wable uniform loads a determin per the following' .
4 7 l a overall 3Ucj;l1Uq IATS1 03.1.2)
b) allowable Shear St (rv) [A1S1 C:3.2)
t 1 03.31
c) C Sending a nd sh
d) Con1b Sand ing rc Web Cr i p pl_I ng jALSI 03 »
4.
Allo hag bee made for pan el Dead Waight.
S.
Allowable leads pray be incremodd 33% for Wjnd Loa ds,. „
6.
o Simp span Loadings, uee pos values for downward loads
For a ll loada, use LOWF.ST
arid Negative Values for a :Loads.
value between LOAD and DEFL OT1«OX- Load Tabla C►eai aabio
(p) - Poslt:Lva band
(n) r Negative banding
7.
Minimum panal support bearing length .00 in
a.r a.
c oncentrated load 200 lba at mid -span, lo&dl,w -dth 4 in
simple Span ' - Max. Span = 4-iOO ft
Two spars. - Max. Sian . 5.083 ;fit
Three S + - . Sp 8,033 t
DVA
EA
,
^
.
.
'»
..
. /
,�
^
,- �
. --
��
M Specimen Identification 9 -10
Purl in Spy with Double Jack Sam 11 -1
3.3 Test Results for 24 Go- Steel Pauels at 5'
A"ENDIX
t ,
Test 1t i 4r
*r t t
L
1.1 SUNMARY
6 ENO" 2
•+ l . .
i
� n
G W SY
«.
I ��,'"�
DESIGN LOAD
U � I ,� �� VS U M MARY il I � �
u�lr,
BASE O N
6 ENO" 2
•+ l . .
i
� n
+c..,
PANEL SIDELAP DETAIL
«.
DESIGN LOAD
BASE O N
CEGS 07416
+c..,
PANEL SIDELAP DETAIL
N OW=
- SERI !� RO SYSTEM
OWN 1 r,,-
UPLIFT TEST SUMMARY
.
w im 4
OCT 5:
E
0
t * l .r
is of toad appli s h tat a sufficiaot, number of w
ob*ucd to detmmaine the load defibrouIfion c of.the system End and Vie° restraint was
A" .. t». _ *,G /* i! .. ! * t.. • " wr :'. M ' i ! : -. '. :r! tt •.:! t "w!N � tt i. ,...: t ..
• . ti ° t l.. of * 5. +'dA 3 t • u *.... t tt..+ t * .. i wt*..': *. R. of ' t O at tes t* � •
roof e dge • tIX. ♦ * w t *• edge :t.. *g* cro ssw i se ,..*.. ! ♦ 4141 *. .;..t . *:
=asw= *.. o tw t ,.A '. roof intmor iS * ♦t a.. • both •#IMt *. ...
". r w. t ®... s y • tt; • r � � • * *.° • t* r'. zrM w r : ►.:
at r om= to Measure the c hambe r pmsurc in such a mamer that t readings *
the * of t e air supply to or * * thr chambe or r tl= av t t rr,_ t_
i
d
9
�j
qii� 11111�1;1�igiimg 111 1111� 11111
1 i : 11 1 i i mm..111111 Pill iiiiiiii
4911ifiaml vclocity:
AMSYSTEX
The compressed air supply consists cry` a m=ber of itdhidual compressor utits capable of
a constomt air
press uxe difference for the Teq*ed test period, A, water =xxomoter Is
RUDING LOCATIONS
0
I III iiiiiii 1 11
over te pro-dous lnad� It was ==d that benchmark readings were tSk8A betweeI CAOh
ootitued until the pane was subjected to ma)dm= air preswre resWftg in its W
T SP
} , 1 41111 Y, ILA U, I I
and anchorage art depicted in } t ^. } w'
mmmmm
m
t
N
is # :" # N ". ::: # # ♦ • #! ": �.5' li Y:� 6: # t` A.. ... :' #
+ t... .,gyp.
B
' : Mt «
.. . N. • N. # Nif .. N • #1 r s" #♦.r' • N ## a.. :# #..
b
.1
Mw�
/
| � '
} '
| �
�
'
-
�
-
( '
,
_
|
|
I Sw ulano m
to il
TEST PANELS
LOWER WEST
Sheet
#1
SU
F C HANGE 0 15' — a *
cv
Sheet
Sheet
-
RIDGE 0 29
E LE
b..; � � _.
Q9
ROOF SU RFACE
�ht
AVG HT ` 24.7"
Sheet #5
Shee
EAVE 0 2
Sheet
+1
GROUND
--
Sheet
18
DOWN 0 CORN
Sheet #3
LO WER
Sheet #a
ROOF SURFACE
SIT PA.
NS
AVG HT 17"
mu
Sheet
FOR
T
T
62'
ROOF P LAN
T T SME
CHI EF U INS OFF ICIAL
. ROOF DIMENSIONS PER ROOF PLANS AS PROVIDED BY
ENGLERT &
ALL SONS & aVAT06 ARE APPROMA AND ARE TO BE VERIFIED WITH
APPROVM CONSTRUCTION SET PRIOR 'TO USING.
.ate" s ELEVATION G ROUND M OF W *
ALL HEXMTS ARE 1 t/
..' �I��I IIIIk1�I I'. nf�FA l�yll
BAKER FACILITY
5040 WARD ROAD, , 6 SAT RIDGE, C
ROOF TRANSITIONDE TAIL
EWE=
24 GA, PRE FIN. MTL. 2500 SERIES ROOF PANEL
ROOF CUP 6' FROM PANEL END
16 GA. GALV, MTL SUPPORT PLATE
GA. PRE FIN. MTL, DRIP EDGE
110-1 PANCWE SCREW 0 12* o.c. -------J
24 GA, PRE FIN. MTt- COR-O-VENT PEAK FLASHING
POP RI)VET
24 GA. PRE FIN. MTL GUTTER STRAP AT
30 o.c., FIELD FORM
24 GA. PRE FIN. MTL FLAT SEAM PANEL
WITH CONT. CLEAT
24 GA. PRE FIN. MTL- RAKEWALL FLASHING
SET IN SEALANT
24 GA. PRE nN. MTL 2500 SERIES ROOF PANEL
24 GA. PRE FIN. WrL 250• SERIES ROOF PANEL
-�- ROOF CUP 6" FROM PANEL END
22 GA, GALV, MTL SUPPORT PA
- 24 CA. PRE FIN. Mll
24 GA. PRE FIN. MTL GUTTER STRAP AT
30 O�C., FIELD FORM
24 GA. PRE FIN. MTL SEAMLESS GUTTER
J10-1 PANCAKE SCREW 0 12' oc.
24 CA. PRE FIN. MTL. COR—O—VENT PEAK FLASHING
,BAKER FACILITY
5040 WARD ROAD, WHEAT RID GE, COLORADO
EA VE GUTTER DETAIL
B
I ''I
BAKER FACILITY
5040 WARD ROAD, WHEATRIDGE, COLORADO
VENTED HIP /RI CS ' DE TAIL
m
24 GA. CAM MTL CONT. CLEAT
24 A. PRE nN. MTL COR-O-VENT PEAK FLASHING
25M SERIES ROOF PANEL, WX PANEL EN*
rASIATID STITCH SCREW 0 24" OC. -
BAKEG FACILITY
5040 WARD ROAD, WHEAT. IDG , OLORADO
VENTED PEAK DET I
DEPARTMENT OF COMMUNITY DEVELOPMENT
7500 WEST29thnvENUE BUILDWG INSPECTION DIVISION PERMIT N0. ME93#5644
234-5933 P.O. BoX638 CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONLY WHEN SIGNED BY TH£ CHiEF BUILDING INSPECTOR AND RECEIP?EDBELOW.
~ r~ /~10 l.i/~flJ
JOB ADDRESS S
CONTRACTOR (N'C,
ADDRESS
CITY -`2"v~'~~ ZIP CODE
PHONE 71Eii-3 LICENSENO.
OWNER ~rA"r'jl
ADDRESS ~7S-0'2/0 W,9~2.et7
PHONE ZIP CODE a233
CONTRACT PRICE $
DATE 1A0
I.
TYPE GrounO ❑
Woll❑
Proieolinp❑
Other
S or D Faa
2.
MATERIAL
Total Squon Feet
SIGNS
1
ILLUMINATION Yas❑ No❑
TyDe
EIK}. Permif No.
4. SET BACK FROM PROPERTY LME N
(SOacily which ia front )
_
❑
S_ E
❑
_ W
❑ ❑
Zons_
Approwd,2one Inspocta
DisopprwaA
1.
TYPE SolidE] Mon Tnon BO% ODenO
Lou Than BO% Open
FENCES
1
3.
MATERIAL
SET BACK FROM PROPER7Y LINE N
(Specity whicA is front)
_
❑
S_ E
❑
_ W
❑ ❑
HeipM
Zone_
AppraW,torn Inspeefa
Diaapproved
I.
OTHER
2
a.
DRAW SKETCH OR SHOW BEIOW, THE FENCE,SIGN, OR OTHER SiRUCTURE, GIVih:. DISTANCES FROM PROPERTY LINES.
(SETBACKS OR PROJECTqNS INCIUDED)
~
SPECIFV NORTH
M
STREET N4ME
SHOW DISTANCES FROM THE M41N BUILDING TQADJOINING HpUSES,STREETS,AND PROPERTV LINES;ON IRREGULAR LDTS,SHOW LEAST
DISTANCE TO PROPERTY IINES, NOT MAXIMUM OR AVERAGE DISTANI:E.
APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMiT
THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION.
PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCt IF WORK IS NOT STARTED WITHIN THAT TIME.
ELECTRICAL PERMIT~
STATE LICENSE Nb. /~s ~
PLUMBING PERMIT
STATE LICENSE N0.
MECHANICAL PERMIT
ALUMINUM N/1RE UNDER SIZE 8 ILLEGAL
FLOOR
BSM
I5T
2N0
3RD
4TH
N0.
FlIEI;CircNOm Go{ ql PruporN Ebe Sda
NO.
WATER CIASET
FORCED AIR - BTU
TEMPORARY METER
WASH BOWL
HOT WATER - BTU
NEW SERVICE - AMPS
BATH TUB
STEAM - BTU
CHANGE SERVICE-AMPS
SHOWER
AIR CONDITIONING-BTU
LIGHTING
SINK
OTMER
HEATING
GARBAGE DISP
REFRIGERATION SVSTEM
POWER SU6-CIFCUITS
WATER HEAiER
Refri eronf Group
UTIUTY(RANGE,OISPOSER,ETC.)
AUTO. WASHER
pountls Char e
FIXTURES
DISH WGSHER
AUTOMATIC SPRINKLER SYSTEM
WIRING MOTOFtS 6 LONTROLS
FLOOR DRAIN
ELEVATOR
SIGNS
URINAL
TRANSFORMERS 9 RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER I HP
TOTAL FI%TURES
REMARKS
'V I1(21 NC_
I hereby acknowlsdQe rnat this opvlica-
PERMIT FEE
5_.
fion if torrecf ond undersfond that I
USE TAX
eannof starf fhis projecf until Ihie oppli-
cotion ie aDOroved. I snall comply witn
TOTAL FEE
q(
51ote ol Colorado and to
l
f th
th
owf o
e
e
the Zoninp Requlations anE Buddinq
ROV
~
Code of the City ot wneat Ridqe. Any
DISAP D
k
violation of the above rerms wili couse
CNIEF BUILDING I
ISPECTOR,Ci}y of Wh 1
immediote ievocohon of inis permit
Date
a
~
Ridqe
NOT VAL10 UNLE55 KCEIF
S`7a~S
r+,le LY I I ~ B ~
CALL 234-5933
24 HOURS IN ADVANCE
FORINSPECTIONS
9iynawr•
DEPARTMENT OF COMMUNITY DEVELOPMENT
7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. MP93#3572
234-5933 P.O. BOX638 CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONIV WHEN SIGNED BY ?HE CHIEF BUiIDING_INSPECTOR ANC RECEIPTED BETOW . ^ I -L
JOB ADDRESS OWNER
CONTRACTOR ADDRESS
ADDRESS ~ PHONE Z~IP nC,ODPi
CITY N , IP CODE CONTFACT PRICE $ ~J
PHONE LICENSE NO. DATE
1. TVPE Ground❑ Woll❑ Proiectinp❑ 01Mt SaDFatts
2. MATERIAL Tolal Saum* Fuf
TSIGNS 3. ILLUMINATION Yes❑ No❑ TYDa
4. SET BACK FROM PROPERTY LINE N_ 5__ E_ W INSPECTION TICKET
(Sn.eifv whiGM if }IOnt) ❑ ❑ ❑
I. TYPE SolidE] More TAan 80%
? MATERIAL
FENCES 3. SET BACN FROM PROPERTY LINE
f Soeclfv which ie f ront I
OTHER IZ
3.
Lost Thon BO` JOB C'7' ~C C~ ~
ADDRESS ~
N_ S_ E_. W
❑ ❑ ❑ ❑
PERMIT FEE
USE TAX
TOTAL FEE
DRAW SNETCH OR SNOW BELOW, THE FENCE,SIGN,OR OTHERSTRUCTURE,GIVIhG DIS BLDG.
(SETBACNS OR PROJECTIONS INCLUDED)
y~~ss4
DATE: BLDG. PERMITM ~s?°Z
PERMITN
G~a
SUBCONTRACTOR
DATE INSP. REQ. ! a-/D
TYPE OF INSP. --V- -
u
INSPECTION MADE_/_z
REMARKS
$TFEET NAME W.R. FORM 619
SHOW DISTANCES FROM THE MAIN BUIIDINfi T6ADJOINING HOUSES,STREETS,AND PR,
DISTANCE TO PROPERTV LINES, NOT MAxIMUM OR AVERAGE DISTANCE.
APPLICATION FOR PLUMBING; ELECTRICAL; h
THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLV L~..~...,~...+~. "'^°""•...-....r,.,EVoioF ian nnvs FanM 7HF f]ATE OF ISSUANCE IF WORK I$ NOT STAflTED WITHIN THAi TIME.
,
ELECTRICAL PERMIT
PLUMBING PERMIT
.
MECHANICAL PERMIT
STATE LICENSE NO.
STATE UCENSE NO
ALUM
INUM WIRE UNDERSIZE 81LlEGA~
F100R
BSM
IST
2ND
3RD
4TH
N0.
A'opd» E $da
CE►tNQN Gwi a1
l'~
WATER CLDSET
B
~
O
~
HOT WATER - BTU
TEMPORARY METER
WASH BOWL
NEW SERVICE - I1MP5
BATH TUB
S1EAM - BTU
AIR CONDITIONING-BTU
CHANGE SERVICE - AMPS
SHOWER
LIGHTING
SINK
OTMER
REFFIGERATION SYSTEM
GARBAGE DISP
HEATING
POWER SUB-GFCUITS
WATER HEATER
Ratri eront CwouD
DISPOSER,ETC)
UTILITY(RANGE
AUTO.WASHER
•
Pounds CAOr
,
AUTpAATIC SPRINKIEtt SYSTEM
FI%TURES
DISH WASHER
ELEVATOR
WIRING MOTORS 6 CONTROLS
FLOOR DRAIN
$IGNS
URINAL
TRANSFORMERS d RECTFIERS
SEWERS
ADDITION TO OLD. WORK
OTHER
MOTORS OVER I HP
TOTAL FIxTURES
'
I hereby ocknowledQe that thie aDDlica-
fion ie correct ond understand tnot I
Gonnof starf ihis projbd until this appli-
cotion is ap0roved. I shall comply wiih
iM lawa of 1he Sta1e o1 Colorado and to
fhe Zoninp Repulations and Bwidinp
Code offhe City oi Wheat Ridpe. Any
violation of the above terme win cause
immediate revocation of this permit
n17 /I /I ~
66
7
APPROVED
DISAPPROVED
CHIEF BUILDING INSPECTOR,City of Wheat Ridqe
Date Issued
T VALID UNLE55 REC
~N 3-5'G4 O
Z 7
CALL 234-5933
24 HOURS IN ADVANCE
FOR INSPECTIONS
Ooli<anly~7ianmur.
i/
DEPARTMENT OF GOMMUNITY DEVELOPMENT
7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. ME93#5620
234-5933 P.O. sOXS38 CITY OF WHEAT RIOGE, COLO.
THIS PERMIT VALIO ONLY `NHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW
APPLICATlON FOR MISCELLANEOUS PERMIT
JOB ADDFiESS
CONTRACTOR R Z? r~~^
ADDRESS 31-~kv yV-`'`""'~' -
CITY _ ZIP CODE ~;,-o e-l; 7
PHONE i - - LICENSE NO.
OWNER .
ADDRESS
PHONE _
ZIP CODE
CONTRACT PRICE $ 1~-eo ~
DATE
d❑
G
Woil❑
ProieclinQ❑
roun
1. TYPE
2. MATERIAL
SIGNS
1 ILLUMINATION Yaa❑ No❑
Typa
4. SET BACK FROM PROPERTY LME N
_
5_- E
❑
- W-
❑ ❑
(SOacity whitn ia iront )
❑
1. TYPE Solido Mora Thon 80% ODSnO
Less Than E
MATERIAL
FENCES
3 SET BACK FROM PROPERTY LINE N
S__ E
W,
(Specify which ie tront)
❑
❑
❑ ❑
I.
2
OTHER
DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIhv'
(SETBACKS OR PROJECTIONS INCLUDED)
STREET NAME
SHOW DISTANCES FROM THE MAIN BUILDIN6 TQADJOINING HOUSES, STREETS,ANO
OISTANCE TO PROPERTY IINES, NOT MAXIMUM OR AVERAGE DISTANCE.
DATE INSP. REQ.
TYPE OF INSR~~
i
INSPECTION MADE
HEMARKS I 2- ~ ` 5`
. U/ L-
INSPECTION TICKET
JOB
DDRESS -z3U yO ( X/ O-QF<k
i ~
DATE: BLDG. PERMITM ~-O
PERMITM
BLDG. CONTR.
SUBCONTRACTOR
W.R. FOFM 8-19 /
APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT
THIS APPLICATION WILL BECOME A PERMIT TO PERfORNi THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION.
rInni i cvoiaF tan nAVS FROM THE DATE Of ISSl1ANCE IF WORK IS NOT STARTED WITNIN THAT TIME.
ELECTRICAL PERMIT
PLUMBING PERMIT
MECHANICAL PERMIT
STATE LICENSE NO. (z /
STATE LICENSE N0.
AWMINUM WIRE UNDER SIZE 8 ILLEGAL
FLOOR BSM I ST 2ND 3RD 4TM
N0. Fl1El: CecNOrn G011110111 El~e Sdw
WATER CIASET
FORCED AIR = BTU
NO
TEMPORARY METER
WASH BOWL
HOT WATER BTU
- BTU
NEW SERVICE - AMPS
BATH TUB
STEAM
AIR CONDITIONING-BTU
CHANGE SERVICE-AMPS
SHOWER
OTHER
LIGHTING
SINK
REFRIGERATION SYSTEM
HEATING
GARBAGE DISP
Ra1ri e~ont C~ouO
POWER SUB-GFCUITS
WATER HEATER
Char °
UTILITY (RANGE, DISPOSER, ETC)
AUTO. WASHER
AUTOMATIC SPRINKLER SYSTEM
FIXTURES
DISH WASHER
ELEVATOR
WIRING MOTOFtS Bi CON7ROL5
FLL)bR DRAiN
SIGNS
URINAL
TRANSFOfiMERS B RECTFIERS
SEWERS
ADDITION TO OLO WORK
OTHER
MOTORS OVER I HP
TOTAL FIXTURES
REMARKS
NO7 VAIID UNLESS RECEIPTED
PERMIT PEE
Y~~~
+ b L`7 (
hi
itc~-
t
~
s oDG
1 hereby acknowledqe thot t
t I
h
~
~
a
tion u eorrecl and undarstond t
USE TAX
•
connot start tnie prolect unrii tnis ovv6-
$
~ 3
cotion is apOroveC. I shall comply with
TOTAL FEE
tAS lawa oi the Stote ol Colorodo and to
d Bwidinp
ROVE~
fhe ZoninQ Repulationa on
DISAP Ll
Coee ot tne City ot wneat Riepe. Any
se
ili
CHIEF BUILDIN
SPECTOR,City of W
at Ridqe
cou
violation of tne obove terme w
immediate revocation of thie Oermit
CALL234-5933
RS IN ADVANCE
24 HOU
,
FOR INSPECTIONS
"
1l(Z~ ~
Date Issued
.porcaou 9~o~em~•
1-
~
f°
INSPECTION TICKET
Joa ~~o Co~Q
ADDRESS_ , DATE: BLDG. PER
j~l
M IT#"7 l/
PERMITM
BLDG. CONTR.
SUBCONTRACTOR
DATE INSP. REQ.
TYPE OF INSP.
INSPECTION
REMARKS
INSPECTION TICKET
~6
JOB
ADDRESS ~ Y(J ~(JO"-..aL 4c
DATE: BLDG.PERMITN.S4;Z0
PERMIT#
Jc~
BLDG. CONTR. CJ, ti-.~Q--C.
SUBCONTRACTOR
DATE INSP. REO.
TYPE OF INSP. ~ -~D
INSPECTION MADE~
i
REMARKS
~
INSPECTION tICKET
JOB
ADDRESS ~C~~~ V~l
DATE: ~2~ V ? BLDCa. PERMITN
i
PERMIT#
BLDG. CONTR.
SUBCONTRACTOR
DATE INSP. REQ. _
~
J
TYPE OF INSR
INSPECTION
REMARKS V (
~
INSPECTION tICKET
JOB / ADDRESS
DATE: BLDG. PERMIT#
~
PERMIT#
BLDG. CONTR._
SUBCONTRACTOR
DATE INSP. REQ.
TYPE OF INSP. - J~-e ^
INSPECTION MADE Z Zj 3
FiEMARKS J//`
W.R. FORM 619
✓
W.R. FOflM &19
DEPARTMENT OF GOMMUNITY DEVELOPMENT
7500 wEST29thAVENUE BUILDING INSPECTION DIVISION PERMIT N0. M93#19074
234-5933 P.O. e0xs38 CITV OF WHEAT RIDGE, COLO.
THIS PERMIT VAUD ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTORl1NDRECEIPTEOBELOW. SZqO ~AYF'411.AI IVN YUh! MIJI.tLLNNtVUJ YCnMI V N ~ A^E L'S
JOBADDRESS OWNER I1
CONTRACTOR ADDRESS P• O, yo ~t I 0 Z-- 2-S _
"f~o"~- w p p
ADDRE(~~ ~v0/~I~} PHONELJ"1'F`~' 'ft ~S'y~'~/'L9/)~21-ZIPCODEg ~-l
CITY ZIP CODE CONTRACT PRICE $ ~a lv p ~~S
PHONE LICENSE NO. DATE
1. TYPE GrounE ❑
2. MATERIAL
$IGN$ 3. ILLUMINATION Ya❑ No❑ Typa
4. SET BACK FROM PROPERTY LINE N_
which ia
FENCES
WoIIU ProiectinpU 011ur SaDFeeO
E- W_
n n INSPECTION TICKET
1. TYPE Solid[3 Mors Thon 80% aDan❑ Lest Thon 80' JOB
2. MATERIAL . ADDRESS fLO 4C ( N(lY~~.
3. SET BACK FROM PROPERTY LINE N_ S_ E_ W_
(SOecifY which ia front) ❑ ❑ ❑ ❑
OTHER 12
-1 R I y~
DATE: ~ I-L ` ~ BLDG. PERMIT# CI07
PERMITM
DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER SYRUCTURE,GIVING DI! BLDG. CONTR.
(SETBACKS OR PROJELTiON5 MCLUDED)
O
\ ~ t t~IfYLA ~i-
vifl~,v
r.~
~Lv
/k_1'
STREET N4ME
SHOW DISTANCES FROM THE MAIN BUILDING T6AOJOINING HOUSES, STREETS, AND PF
DiSTANCE TO PROPERTY lINES, NOT MAXiMUM OR AVERAGE DISTANCE.
SUBCONTRACTOR
DATE INSP. REQ.
- 'l~+z.-~•ra_e.co
TYPE OF INSR
INSPECTION MADE Z Z~
REMARKS
W.R. FORM &19
~
APPLICATION FOR PLUMBING; ELECTRICAL; P
THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY urun
PERMIT WILL EXPIRE 180 DAYS FROM THF DATE OF ISSUANCE IP WORK IS NOT STARTED WITHIN THAT TIME.
ELECTRICAL PERMIT
STATE LICENSE NO ~
PLUMBING PERMIT
STCTE LICENSE N0.
MECHANICAL PERMIT
ALUMINUM WIRE UNDERSIZE 8 ILLEGAL
FLOOR
85M
15T
2N0
3R0
4TH
N0.
FIIEL:Cirtla0no Gai011 ENeSda
WATER CLASET
FORCED AIR - BTU
TEMPORARY METER
WASH BOWL
HOT WATER - BTU
NEW SERVICE ° AMPS
BATH TUB
STEAM - BTU
CHANGE SERVICE-AMPS
SHOWER
AIR CONDITIONING-BTU
LIGHTIN6
SINN
OTHER
HEATING
GAFBAGE DISP
REFRIGERATION SYSTEM
POWER SU9-CIFCUITS
UTILITY(RANGE,DISPOSER,ETC.)
WATER HEA7ER
AUTO. WASHER
qetri eront Group
Pounds CMr •
FIxTURES
DISH WASHER
AUTOMATIC SPRINNLER SYSTEM
WIRING MOTORS 6 CONTROLS
FI1XO7 DRAIN
EIEVATOR
SIGNS
URINAL
TRCNSFORMERS 9 RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER I HP
TOTAL FIXTURES
REMARNS
PERMIT FEE
NOT VALIO UNLESS RECEIPTED
e that thia applico-
knowled
I h
b
p
y ac
are
fion u eorrect ond understand Mot I
li-
til thi
USE TAX
C
s opD
Connof sfart thif projntt un
/
eation it ap0roved. I shall comply wifn
TOTAL FEE
d.
Y~
tAe laws of the Stote of Colorado ond to
ths Zoninq Requlations ond BuildinQ
~
APPROVED
~
-
Code of the City of Wneat Riepe. Any
DISAPPROVED
-
violotion of fhe above terme will tause
CHIEF BUILDIN6 CTOR,City of Wheat Ridqe
immediate rovocation of thls vermit
CALL234-5933
)A24'l,
/ Z
Date Issued
L /
24 HOURS IN ADVANCE
FOR INSPECTIONS
~oonca~~. s~a~amn
; „ . ,
. c
na0 4
~46 ~
n
c,--)
~I o~
,a8
9,9
a~
~
W
O`
0
~
~
~
S ( ~
S C
3 ~
~
3
~
~
~
z ~
~
i\A
IM
~
~
~
(1-CI
^
v1ok~
~J
n
IV
S ttQ P rlR..: A
I ~ rL MR_WU~~;z.. ,..~i.~
i ' -
i ~
-1000
:
~
~ i
~
'r
I
i7ZfG
i
i ~sEBo:ntDS
<l I~~' ~
l u~ /VW
~.i 3~ce lg" laaok
~e}t~, S[~V STd M C~- 5
C 01~ RA p v 8~3 3
~
I ~
/N4 ,i.opP
\
T~ Xai" S" SO~i4 ~IQ~ 'j09E'
r ;I
i;
I'
. i~
~
~~rjYi~ ;N4 ,QOaT~
~ II~
S~c y c r2c"~,3
' erar. ~
j
~
( ~'~t
Es4'r,N4.
DanA,
l~~-~--
,
A- T SG ~kz) L-1 4fuJ 2 c,4o
o %Q- kL
P~-Y PA;, 17
~=2` ca~. t s r c% G ~S rn-c c ti-ti S.
,2. =tJST7~}LL. Nc.~ j"R-~
_ D
; rk LL Iv E:,.; cr+ A-LCrS -iZ: ~ (~4-i ~
S olA 6
AZ'
.i: 4
~ n)
i
I~ o T P,}-,2T c 7-2,4,- i,
C•.' --~-`ti Z lA C,
fkrvG~ cC~~c-T2. L 3~ S¢~R~!~ tjf~-r~i~~ ,