HomeMy WebLinkAbout10655 W 47th Avenue14W City Of
irWh6atR
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929
Permit Extension Request Form
Permits 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 may 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.
Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not
guaranteed. Please complete this form in its entirety and submit to the Building Division at
pennitsgci.wheatridge.co.us or fax to 303-237-8929.
Party requesting permit extension: 4 u e` -:5-At c. r I
Permit #.20/ 70 2- .65 2 Property Address: / o CC S- w . -4'! 7 7-4
Phone # 36 3-- ? 5 6 — 3C 8's Email Address: M -t H 4. 9 / ICC0 0 - I e �I "/I !�, & C- :0_7
Reason for extension request: C} >c fj 1z e A
Td- g P 7- c kn
Number of days requested:
Printed Name: eL, s &,t rL Signature: Date: I;T
For office use only
l1i 1�
This request has bee proved Denied Extended until:
Approved by: Date:
www. ci.w h eatridge.com s
A City of Wheat Ridge
Residential Roofing PERMIT - 201702591
PERMIT NO: 201702591 ISSUED: 06/26/2017
JOB ADDRESS: 10670 W 48th Ave EXPIRES: 09/01/2018
JOB DESCRIPTION: SWO Residential Re -roof to install GAF Dimensional LT asphalt shingles with
22 sq.
*** CONTACTS ***
OWNER (303)514-2537 OTT L DIANE & RICHARD
SUB (720)530-7258 Lou Busnardo 080251 Centennial Exteriors, Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00
FEES
Total Valuation 0.00
Use Tax 210.00
Permit Fee 204.30
Investigative Fees 204.30
** TOTAL ** 618.60
*** COMMENTS ***
*** CONDITIONS ***
**PERMIT FEE DOUBLED FOR WORK WITHOUT PERMIT**
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) is required on the entire roof
when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and
mid -roofs may be called in at the same time, one hundred percent of the sheathing must be
complete and 25-75 percent of the mid -roof may be complete. 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 manufacturer 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 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.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
u City of Wheat Ridge
�-
Residential Roofing PERMIT - 201702591
PERMIT NO: 201702591 ISSUED: 06/26/2017
JOB ADDRESS: 10670 W 48th Ave EXPIRES: 09/01/2018
JOB DESCRIPTION: SWO Residential Re -roof to install GAF Dimensional LT asphalt shingles with
22 sq.
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
th
periis rmrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be
med and that alrk to be perfoed 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 )pTans 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 ermit 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
Official Chief Building Ocial and is not guaranteed.
4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable code or any ordinancl or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of C ie Buildi O6 ficial Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY rOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
�COAMAM EL L °
Complete all information on BOTH sides of this form
Property Owne E mail .
Ma iling Address if different
than property a
Addre
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Q! y, State, i
Arch to ttEngineer E -mail:
Phone:
Contractor: :z � e c4L,
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Contractor s City U+cen' #:
Phone: z �� ��� �M. 7
Contractor E47tall Ad dre
Su Contractors
E lectrical: # .. u .
Plumbing:
Mecheni 1.
V1 R City License ##
W. R. City License #
W.P. City License #
Other City Licensed Sub:
Other City Licensed Sub:
City License ##
City License ##
Complete all information on BOTH sides of this form
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CERTIFICATE OF COMPLETION
City of Wheat Ridge
7500 W 29th Ave
Wheat Ridge CO 80033
Permit# 080482 Issued: 07/09/08
Stipulations:
This certificate verifies that the building constructed and/
or the use proposed of the building and/or premises, under
the above permit number and on property described below,
does comply with the Wheat Ridge Building Code and
development standards of the zone district in which it is
located and may be occupied. All other licensing
requirements for the City must be met.
Site Address: 10655 W 47TH AVE
Parcel Number: 39-211-05-011
Owner: Chuck/Karen Nelson
10655 W. 47th Ave.
wheat Ridge, CO 80033
Contractor: Jerry Bonds
J L Bonds Construction
13240 W. 63rd Cir.
Arvada, CO 80004
For the Following Purpose: Residential Remodel
C~o~ Editions
1/ 2003 ICC/2005 NEC
2003 ICC/2002 NEC
1997 UBC/2002 NEC
SprinklAr System
NO change shall be made in the USE of
this building without prior notice
and a new Certificate of Completion
from the City of wheat Ridge.
tor Zoning A inistrator
FICATE MUST BE POSTED BY FRONT DOOR OF
COMMERCIAL OCCUPANCIES
09/09/08 16:37:48 City oE Wheat Ridge Page 1
bp701QS PERMIT INFORMATION - 080902 mmackey
PEAMIT INFORMAYION:
Permi[p: 080482
Permi[ Type: Residen[ia1 Remodel
Permi[ DL: 05/19/2008
Expires: 09/09/2008
Address: 10655 W 47TH AVE
Parcel Cd: 39-211-05-011
OWNER: Chuck/Karen Nelson
Addiess: 10655 W. 47th Ave.
CiCy/SC/Zip: WheaC Ridge, CO 80033
LAND PARCEL INFORMATION:
Zone Cd: Unassigned DU: 1
Func[ Use: Unassigned Last Zone DC:
Subdivisian: BENJAMIN Mnex Dt:
Cont Type: Miscellaneovs Lot:
Legal:
JOB DESCAIPTION: trvsses over [op af exis[ing roof.
Elock No: 0
SetOacks-FronL: 0.0
Left: 0.0
Right: 0.0
Back: 0.0
FEES QTY OUE PAID:
Peimi[ Fee 15,000.00 326.70 326.70
P1an Review Fee .00 129.55 129.55
Plan Review AddCiona .00 02.01 02.81
To[al Valva[ion 15,000.00 .00 .00
tJSe Tax 15,o00.00 270.00 270.00
809.06 009.06
CONTACTS:
owner Chuck/Karen Nelson 10655 W. 49Ch Ave. WheaC Ridge, W 80033 3038701333
gc CL3 J L Honds ConstrucCion .Ser[y Honds 13290 W. 63[d Cir. Acvada, CO 80009 3039030423
PARCEL INFORMATION:
10 5[rucLUre Type RANC
20 Yeai Bui1t 1955
30 PropeiCy Type RESID
PERMIT CONDITIONS
APPHOVALS:
REQOIREO INSPECTIONS STATOS
PERMIT NOTES:
05/19/OB
CAEATED FROM APPLk 08-
0138
INSPECTIO
N INFORMATION:
4 TypE
CONTRk
CALLED
1 fri:
Fxaming Rough Insp.
08-0079
05/29/08
2 she:
Sheaching/Sheer Insp
05/30/OB
3 mid:
Midroof Insp.
08-0099
06/09/08
9 bfi:
BUilding Final Insp
0e-0079
07/02/08
5 bfi:
BUilding Fitial Insp
08-0099
09/08/08
CNCL WHO REQ DT
no kc 05/30/08
no kc OS/30/08
m kc 06/10/OB
no js 07/03/08
no kc 09/09/08
INS OT
STATOS
05/30/08
COMPLETE
OS/30/08
WMPLETE
06/10/08
COMPLETE
01/03/08
INCOMPLETE
09/09/08
COMPLETE
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City Of Whe1t Ridge
j<
Residential Remodel FERMIT - 080482
040482 " issuEn: 05/19'l2008
PE&MIT NCS:
SOB.ADI,IRS5S.h10555W 47TH AVE EXPTRES.: - DESCRIPT20N: truases over top of exieting roof.
CON2ACT5 ,r.-* w . . . . . . . . . .
owner 303/970-1333 Chuck/Karen Nelson
gc_ 363/903-0423 Jerry Bonde 08-0079 J L Bonde Coastruction
PARCEL'ZNFO . . : . . . . .
ZOPIE COD&i.. UA. ...USE: UA . . . . .
SUBDIVISION: 0140 BLOCK/LOT#: 0/ . .
.x.gtt SUMMAiZy - ESTIMATEDPROJECTVALUATTON: 18,0709 . FEES . . . . . . . . . .
Pezmd.t Fee 326.70. . . . . . . . .
Pl"an Review Fee . . 129.55 ; . . .
Plan Review Addtiona 82.81
Total Valuation •oo N ~aOL~Z/
Use Tax . . 270.00 .
ke .TC3TAL~.** , . . . 809.06 . . . . . . . .
COmmep.te' . . . . . . ' ~ . . . Approved per attached plans
Subject to fieid inspection/approval
2 hereby cettify that the setbackdistancee propoaed by thie permit applicatiod are accuzate, aid do.not violate applicable_ orGiRanceo,.ru1ee Orregulatlons ofthe City of Wheat Ridge or covenanta,:easemente or reetrictiona of recotd; thatall' meaeuIIemeaCaefiown.,and allegatione made are accurate; that x have read and agree to abide by all conditions printedon thie .
applicatlom and that Iaseumefullzeeponai6ility for compliance withthe.Nheat Ridge Building Code (I.B.C) and all other
applieable Wheat Ridge Ardinancee; work under thiepesmit. Plalie eubject to fieldinspection: ~ ~_~8
" SignaCUre oVContr tor/omoer . date . . 1. Thie permit'aaa iseuadan accozdance with the proviaione eet forth.in }rour applica[ion and ie eubject totRe lawa of the.9t"e efCa2oraCoand to the.ZOning Regulationa and Building Codee of Wheat Ridge, Colorado osany bther.appiicable .
ordinancee of tkke city: `2, Thie Qermit ehall e,xpire 180 daya from tlu ieaue date. Requeete'for aneicteneionmuet be received prior to expirationdaCe. An exteheiori may be granted at the diecretion of the Building OfficiaL 3:I~f tfi.le peziniL acpire6; A new permit may Be aequired for a fee.of one-half the amounC nozmally required,.prpvided no .
rchangea Mve lxen or wSll be made inthe original plane and epecificatione and any euepenaion or abandonment.hae.not
exaaed4d qae (1) yeaY... Ifchangea riave been or4t Huspeneion or abandoxunentexceede one (1) year,.full fepe..eha33
tie yaid Eos a n"ew petm;it. .
4. No work sff8ny Manneiahall beAOne that will change the natuzal.flowof water caueing a drainage problem. 5. CvotraCtorehallnotify the euilding Inepector twenty-four (aa) houre in advance for all inepectlons and ehall receive .
wrltten approval on inepection card before proceeding with eucceeelvephasee of the job. . 6. ,ThQ iatluanc8 ot a penmit or theap roval of drawinga and epecificatione ehall not5e conetrued po be a pemut.for, nor.
. ..an appapvHl~,oL, any violation f` Drovieiona of Che building codee or any other ordimnce, 1aw,.rule or regulation.
. -A12 plart-teview ie'aubjec d inapeCtione. . . . . Signature of Chie£ euilding flc al date . ~ .
INSP$CR"ION RSQUSST LINSa (303)234-5433 BUILDING OFFICB: (303)235-2855
REQiJESTS MUST &S MADE BY.3.PM ANY BUSINESS DAY FOR INSPECTION THB.FOLLOWTNG HUSINESS DAY.
. . . 4
, s. .
PQWElQ To PERFORM."
MiTek Industries, Inc.
Re: 8-J B 1065
Jerry Bonds - 10655 W 47th Ave
7777 Greenback Lane
Suite 109
Citms Heights, CA, 95610
Telephone 916/676-1900
Fax 916/676-1909
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by High Plateau Truss.
Pages or sheets covered by this seal: R28368166 thru R28368169
My license renewal date for the state of Colorado is June 30, 2008.
cf W"~ 4
h`~
°O~ on A~°
Wheat Ridge Building Department
Approved
~ s/rQ/a s
[l LDING OFFICIAL DAfG
Validity ot permit: The issuance of a pertnit a approval of plans, specificaGons
and computations shall nW be a peRnit for, a an approval of, any violation lo
any of the provisions of the building code a of any City adinances.
Pertnits presuming to give authwity to vidate a cancel the provisions oi the
building codes or other ordinances of the City shall not be vaGd•
Avla, /c~r7 .
Apri130,2008
Tingey, Palmer
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particulaz building is the
responsibility of the building designer, per ANSI/TPI-2002 Chapter 2.
J09 '
TN55
Tm55 TypE
Q~y
Ply
Jerry BonES - 10655 W OtM1 Arc
R28368165
8-J81pfi5
GE01
GABLE
Y
1
JoC Reference o tional
Migh Pleleeu Twa, Inc., Goltlen, CO 80403
6.500 s Mer B 2009 MiTak Intlusines, Inc VJetl Apr 30 08:51:033008 Page 1
11-0-0 611-5 13-7-3 20-3-0 26-10.13 33-6-11 40-60 0.1-6-0
1-0-0 671-5 67-13 6-7-13 6-7-73 6-7-73 671-5 7-0.0
Scele ~ 1 6B 5
BWf13
rv~l
10-3<
OTHER THAN THE VNND LOAD APPLIED TO THE TRUSS AS SHOWN.
9 11-12
9-11-02
10-3-0
H
Plate ORSets (X,V):
LOADING (psi)
SPACING 2-0-0
CSI
TCLL
30.0
Plates Increase 1.15
TC
0.66
TCDL
7.5
Lumber Increase 1.15
BC
0.91
BCLL
0.0
RepStresslncr VES
WB
0.99
BCDL
7.5
Code IRC2003/7PI2002
(Matrix)
LUMBER
TOPCHORD 2X4SPF1650F1.5E
BO7 CHORD 2 X 4 SPF 1650F 15E
WEBS
2 X 4 WvV Stutl'ExcepP
6-15 2 X 4 SPF 1650F 1.5E, 2-63 2 X 4 SPF
1650F 1.5E
10-64 2 X 4 SPF 1650F 1.5E, 318 2 X 4 SPF
1650F 1.5E
9-12 2 X 4 SPF 1650F 1.5E
OTHERS
2X4NANStud
[22:0.1-14
DEFL in
(loc) I/tleFl Ud
PLATES GRIP
Vert(LL) -0.59
15 >823 240
MT20 169/123
Vert(TL) -1.11
13-15 1434 180
Hoa(TL) 0.66
64 n/a n/a
Weight 2151D
BRACING
TOP CHORD
Sirudural vrood sheathing tlirectly applied or 2-e-5 oc purlins.
BOT CHORD
Rigid ceiling tlirecty applietl or 2-2-0 oc bradng.
WEBS
7 Row a[ midpt 5-15, 7-15, 3-18, &12
REACTIONS (Ib/size) 63=789510.3-8, 64=1895/0-3-e
Max Horz 63=201(LC 6)
Max Uplift 63=-742(LC 5), 64=-742(LC 6)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0138, 2-3=149/377, 3-0=-0473/1714, 4-5=-424411715, 5-6=-3569/1237, 6-7=3569/1262, 7-8=424411493,
8-9=4473/1492, 9-10=-73/758,10-11=0/38
BOT CHORD 17-78=-1715/4020, 1617=-1373/3878, 15-16=-1372/3915, 14-15=4092/3915, 13-14='109Z3880,
12-73=-1369/4020
WEBS 3-17=-99/298, 5-17=-1311356, 5-15=-849/590, 6-15=-842/2586, 7-15=-849/591, 7-13=-133/358,9-13=-99/299,
18-63=-1895/742, 248=-298/378. 12-64=-1895l742. 10.72=2981279, 3-18=-0616/1499, 942=-4616/1498
NOTES
1) Unbalance0 rooF live loads have been considerad tor this design.
2) Wind ASCE 7-05; 105mph; h=25ft; TCDL=4.5psf; BCDL=4.5pst; Category II; Exp C; encloseQ MWFRS gable end zone;
cantilever leR and right exposed ; entl vertical left and right ezposetl; Lumber DOL=1.33 plate grip DOL=1.33.
3) Truss Oesigned for wintl loatls in the plane oF the truss only. For sWds expoud to wind (normal to the tace), see SWntlard
Indusiry Gable End Details as appliwble, or consull qualifed building designer as per ANSIRPI 1-2002.
4) This truss has been designed for a 70.0 pst bottom chord live loatl nonconcurrent with any other live loads.
5) All plates are 1.5x4 MT20 unless otheiwise indicated.
8) This truss requires plate inspection per the Tooth Count Methad when this truss is chosen (or qualiry assurance inspection.
7) Gable stutls spaced at 2-0-0 oc.
e) Bearing at joint(s) 83, 64 considers parallel to grain value using ANSI/TPI 7 angle to grein (ormula. Buildin9 designer should
capaciry of beanng surtace.
9) Two Rl7 USP connectors recommentletl W wnnecl truss lo beanng walls due to upli(t atjt(s) 63 and 64.
10) This Vuss is tlesignetl in accortlance vnth the 2003 1 nternational Residential CoOe seCtions R502.11.1 antl R802.102 and
referenced sWndard ANSI/TPI i.
LOAD CASE(S) Standard
A WflRIVIIVG - Vaify Getiyn pa'ameRrs antl READ NOTES ON THIS.WD IIiC WDED MITEK REFERGPCE PAGE h9I]9'!3 OEFORE USE.
enee.
Design valid for use only with MTek connectors. iM1is design b based onN opon parameters ihown, and Is loran Intlivitlual buildng componeN.
Applicability of tleslgn paramenters and proper inmrpomtion of component Is rezponsibility ot bailding deslgner not miis designer. BmcinB shown
'
isbrlotemisoppodaflndrvidoalwebmembers ony.Adtlitionaltemporary bracin9toinsore stabililydoMgmnxWCtionisiheresponsiGlRryof ibe
MiTek
eretlooAtltlitlonalpermanent Macingoitheovemllstmdure lstheresponsibilityolthebuiltlingtlesigner.FOr generalgvitlancere9artling
wwr~.er~.m..
fabncotlon, quality coniml, stomge, delivery, erectlon ond brocing, consNt AN51/fVll Oea11y CrMMa, DS!-89 andlCSII lWldnpCOmponeM
'
p)p GreenDack lane
Sui~e 109
Onoino Dnve. Matllson. W I53I19.
SaMN Int~~on available fmm irvss Pla~e InsiflWe. 583 D
,
CiWa Hei Mz CA 9%10
April 30,2008
Job'
Truss
Truss Type
Oty
Ply
Jerty Bontls- 10855 W47th Ave
R28368167
&J81065
GE02
GABLE
2
1
Job Re(erence(optianap
High Plateau Trusa, Ina, GolAen, CO 80403 6.500 a Apr 2 2007 MiTek Intlustnes, Inc. VJetl Apr 30 091212 2008 Page 1
&Z2 9-]-2
r1-0-0 I 54610 I 11-60 161-8 I 22-60 P30.0
1-0-0 54610 5-0-8 51-8 51P10 1A-0
4Ai =
siaio si-e s-ie siom
Cf1
W
1w
Scale = 1'.49.9
LOADING (psrt
SPACING 2-0.0
CSI
DEFL
in (ioc)
I/tleFl
Ud
PLATES GRIP
TCLI 30.0
Plates Increase 1.15
TC 0.86
Vert(LL)
-0.10 10
>999
240
MT20 1691123
TCDL 10.0
Lumberlncrease 7.15
BC 0.33
Vert(TL)
-0221 0-11
>999
180
BCLL 0.0
RepSiresslncr VES
WB 0]5
Horz(TL)
0.16 35
n/a
n/a
BCDL 10A
Code IRC2003RPI2002
(Matnx)
Weight: 1091b
LUMBER
BRACING
TOPCHORD 2X45PF1650F1.5E
TOPCHORD
BOT CHORD 2 X 4 SPF 1650F 1.SE
WEBS 2X4VWVStud'Excepl'
BOTCHORD
2-11 2 X 4 SPF 1650F 1.SE, 6-9 2 X 4 SPF 1650F 1.5E
OTHERS 2 X 4 WW Stutl
REACTIONS (Ib/size) 12=1177/0.3-8, 35=1177/03-8
Max Hoa 12=158(LC 5)
Max Uplift'12=-438(LC 5), 35=-436(LC 6)
Structural wootl sheathing directly applied or 4-3-4 oc pudins, excepl
entl verticals.
Rigid ceiling directly applied or 9-1-5 oc bracing.
FORCES (Ib) - Maximum Compression/Mazimum Tension
TOP CHORD 1-2=0/41, 2-3=20411683, 3-4=-1775/572, 4-5=-1779/593, 56=-2052/608, 6-7=0/41, 2-72=-1756/507
BOT CHORD 1142=-278@73, 10-11=-62011797, 9-10=460/1821, 8-9=-17133
WEBS 3-11=-254/148. 3-10=-360/267, 4-10=324/1711, 5-10=386/292, 5-9=-279/159. 8-35=-1177/438, 68=4127/457,
2-'11=-387/1535,8-9=-440/1755
NOTES
i) Unbalanced roof live loads have been wnsidered for ihis design.
2) NAntl: ASCE 7-05; 105mph; h=25fl; TCDL=4.Spsf; BCDL=4.5psf; Category II; Exp C; enGosed; MWFRS gable end zone; canlilever lek
and right exposed ; end vertical leR and right exposed; Lumber DOL=1.33 plate gnp DOL=133.
3) 7russ designed for wind loads in the plane of the truss only. For studs exposed ro wind (normal to the face), see Stantlard IndusUy Gable
Entl DeWils as appliwble, or consult qualifed building designer as per ANSI/TPI 1-2002.
4) This truss has been designed for a 10.0 psf bottom chortl live load nonconcurrent wilh any other live loatls.
5) All plates are 1.Sx4 MT20 unless oNeiwise indicatetl.
6) This truss requires plate inspection per the Tooth Count Method when this tmss is chosen for qualiry assurance inspection.
7) Gable stutls spaced at 2-0-0 oc.
8) Bearing at joint(s) 12, 35 consitlers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verif
capacily ot bearing surtace.
9) One RT7 USP wnnectors recommended to connect tmss to beanng walls due to uplift atjQs) 72.
10) This iruss is designed in accordance with Ihe 2003 Intemational Residential Code sections R502.11.1 antl R802.102 antl mferenced
siandard ANSI/TPI 1. 16
LOAD CASE(5) Stantlard
Q WARMNG - Vefify tlesi,rn par ehre and RF.AO NOTES 0N THIS ANO 1NCLUUED MiTEK REFERENCE PAGE NJI-7473 BEFORE IISE.
Design valltl for aze only wlth MRek connectors. IDls tlesign Ix bosed only upon pwameters ihown, antl is for an indiNtlual boilding component.
ApplimbiliN of design pwamenters and properincoryorotlon of component is rexponsibiYity ol building tlexignc- not trvss deilgner. Bmcing fiown
'
Istor latemisuppotlof indivitloolwebmembersonly. RdtlillonalfemporarybmcingtolnsorestadptytlonngconsimclionistM1eresponsidllityoltM1e
MiTek
arectocAdtlltionalpermanent bm<IngoftheoverallsimctoreistherespansidNlyotthebuiltlingdeslgner.Por 9enemlgoidanceregarding
~.~..e....e..
fobncation, quafity control, storoge, tlelNery, erection and bro<ing, con5N1 ANSIRP11 QaalXy CMMa. 0S!39antllC511 Wildlny ComponeM
Sa1Ny InlormaMOn avallable hom imss Plote Nstitute, 583 D'Onofna Dnve. Madison, WI 53)19.
)yT/ Groenbeck Lane, Suite 109
Gdms He hb CA 95610
LtUwvvrv rvu i UtJIbIV tU YUtt MIV i NUUI I I V IVHL LH I CRHL LV HUJ
8'7'2 OTHER THAN THE VNND LOAD APPLIED TO THE TRUSS AS SHOWN. 7'7'2
April 30,2008
Job' '
Truss
Tmss Type
Qry
Ply
Jenry Bontls - 10855 W<]lh Ave
R28368168
~
&J81065
S01
SPECIAL
19
1
Jkat Reference (oplionap
High Plateau Truss, Inc., Goltlen, CO 80403
&1-2
9-11-12
1-0.0 6_11-5 8-7-13 67 -13 67-13 6-9-03 6-11-5 100
Scale = 1,77 4
Sx8 =
6.00 12
8
II
15.4
V
19 %
&Y.88 =
1434
ti euu s npr e zwi mi i eK inausmes, inc. weo npr av on'i e:i a eova rage i
&1-2
311-12
1634
1 5.4 II
10~
~
~ry
n
i~20
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in (loc)
I/defl
L/tl
TCLL 30.0
Plateslncrease
1.15
TC 0.66
Vert(LL)
-0.59 15
>823
240
TCDL 7.5
Lumberlncrease
1.15
BC 0.91
Vert(TL)
-1.111315
>434
180
BCLL 0.0
Rep Stress Incr
YES
WB 0.99
Hoa(TL)
0.86 20
n/a
n/a
BCDL 7.5
Code IRC2003/7PI2002
(Matrix)
LUMBER
TOP CHORD 2 X 4 SPF 1650F 1.5E
BOTCHORD 2X4SPF1650F1.5E
WEBS 2 X 4 VNN Stud'Except'
615 2 X 4 SPF 1650F 1.5E, 2-19 2 X 4 SPF 1650F 1,5E
10-20 2 X 4 SPF i 650F 1.SE, 3-18 2 X 4 SPF 1650F 1.5E
9-12 2 X 4 SPF 1650F 7.5E
PLATES GRIP
MT20 169/123
Weigh[: 162 Ib
BRACING
TOP CHORD Structural wood sheathing tlirectly applietl or 2-8-5 oc purlins.
BOT CHORD Rigid ceiling direc[ly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 5-15, 7-15, 3-18, 9-12
REACTIONS (lD/size) 19=7895/0-3-e, 20=1895/03-8
Max Horz 19=-201(LC e)
Max Uplifll9=-742(LC 5), 20=-742(LC 6)
FORCES (Ib)-MaximumCompression/MaximumTension
TOP CHORD 1-2=0/38, 2-3=-'149/377, 3<=-0473/1710, 4-5=-4244/1715, 5-6=-3569/1237, 64=3569/1262, 7-8=-4244/1493,
e-9=-4473/1492, 9.10=-73/156,10-11=0/38
BOT CHORD 1748=-1715/4020, 1647=1373/3878, 15-16=-1372/3915, 14-15=-7092/3915, 1344=-1092/3880, 1243=-1304/4020
WEBS 3-17=-991298, 5-17=-731/356, 5-15=-849/590, 6-15=842/2586, 7-15=-8491591,7-13=-1331356,9-13=-99/299,
18-19=-1895/742,248=-298/378,12-20=-1895l742,1o-12=-298/279,3-18=-4616/1499,9-12=-0616/1498
NOTES
i) Unbalanced roof live loatls have been considered (or Ihis tlesign.
2) Nhntl: ASCE 7-05; 105mph; h=25ft; TCDL=4.5psF; BCDL=4.5psf; Category II; Exp C; enclosed; MWFRS gable entl zone; cantilever lefl
and right expose0 ; end vertical left and right exposetl; Lumber DOL=1.33 plate grip DOL=1.33.
3) This truss has been designed tor a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) This Vuss requires plale inspeclion per the Tooth Count Method when this truss is chosen for quality assurance inspeclion.
5) Bearing atjoint(s) 19, 20 considers parallel ro grein value using ANSIlTPI 1 angle to grain formula. Building designer shoultl verif
capaciy of bearing suAace.
6) Two RT7 USP connec[ors recommentletl to connect truss to bearing walls tlue to uplik at jt(s) 19 antl 20.
7) This buss is designed in accordance with the 2003 Intemational Residential Code seclions R502.1 1.1 and R802.102 antl referenced
standard ANSI/TPI 'I.
LOAD CASE(S) Stantlartl
Q WARNIIVG - VeN'y deaign pv'emelers and REND POTES OP THIS NiU INCLUDED MITEK ftEFEREPCE PflGE MII-9973 BEFORE USE.
Design vafd for vse only with Miiek connectors. ihlz tlesign is based onN upon pammatersshown, and is br an indivitlual builtlinq component.
Applimbility ol design paramenters and pmper inroryoration of component is responxibillty of building tlesigner- not imss designec Bmcing shown
onsiGllit
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nsure s
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erecbc Additionalpermanenibracin9otfheovew05kocWreistheresponsibilifyof tM1eboildingdesignecFOrgeneral9ultlanceregartling
~aw~...a..e•+-
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7))~GreanDacklsne,SUile109
CiWaHei Ms CA 95610
OTHER THAN THE WIND LOAD APPLIED TO THE TRUSS AS SHOWN. Sl4~i-T
April 30,2008
0
o
m
88
Tmss Type
Qty
m/ Bontls - 10855 W Qth Ave
Je
F
R28368169
065
j
B
~S02
S
9
1
JoG Reference e (ootionap
High Plaleau Truss, Inc., Goltlen, CO 80403 6.5005 Apr 2 ZOW MITek InOUStnes. Inc WeG Apr 30 0812151VW Nege t
&1-2 ]-0-2
i 1 0.01 51610 ~ 11-60 22-0-0 ?3U0~
1-0.0 51610 5-0b 5-1-6 51410 1-0.0
4rb =
4
~
S10_10 5-08 St-B 51610
` W
Iw
S.I. = 149 9
LOADING (psf)
SPACING
2-0-0
CSI
DEFL
in (lac)
IPoeFl
L/d
TCLL 30.0
Plates lncrease
1.15
TC 0.88
Vert(LL)
-0.10 10
>999
240
TCDL 10.0
Lumberlncrease
1.15
BC 0.33
VeR(TL)
-02210.11
>999
180
BCLL 0.0
Rep Stress Incr
YES
WB 075
Hoa(TL)
0.16 13
n/a
n/a
BCDL 100
Code IRC2003/TPI2002
(Matnx)
LUMBER
BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E
TOP CHORD
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2 X 4 WW Stud'Except'
BOT CHORD
2-11 2 X 4 SPF 1650F 1.5E, 6-9 2 X 4 SPF i 650F 1.5E
REACTIONS (lb/size) 12=7177/0.3-$'13=1177/03A
Mac Ho212=158(LC 5)
Max UpIiH12=-436(LC 5), t3=-438(LC 6)
PLATES GRIP
MT20 169/123
WeiBh[ 91 Ib
Structural wood sheathing AirecUy applietl or 434 oc pudins, except
end verticals.
Rigid ceiling directly applied or 9-1-5 oc Wacing.
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/41, 2-3=-20411683, 3-4=-1775/572, 4-5=-1779/593, 5-6=-20521608, 6-7=0/41, 2-12=-1156/507
BOT CHORD 11-12=-218/213. 10-11=-82011797, 9-10=460/1821, 8-9=-17/33
WEBS 3-11=-254/148.3-10=-3601267,440=324A711,5-10=-3861292,5-9i 8-13=-1177/436. 68=-1127/457.
2-17=-387/1535,6-9=440/1755
NOTES
1) Unbalanced roo( live loads have been consitleretl for this design.
2) Wnd: ASCE 7-05; 105mph; h=25ft; TCDL=4.5psf BCDL=4.5psf; Category II; Exp C; enGOSeQ MWFRS gable end zone; cantilever le(t
and right exposed ; entl veNCal leR antl right exposed; Lumber DOL=1.33 plate BdP DOL=1.33.
3) This truss has been tlesigned tor a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) This Vuss requires plate inspection per the Tooth Count Method when this truss is Uosen tor pualiry assurance inspection.
5) Bearing at join[(s) 12, 13 consitlers parallel to grain value using ANSIRPI i anple to grein (ormula. Building designer should verify
capacily o( bearing surtace.
6) One RT7 USP wnnectors recommended W connect truss to Oearing walls due to uplift aljt(s) 12.
7) This truss is Aesigned in accordance wilh the 20031ntemalional Residential Code seclions R502.17_1 and R802.102 and referenced
stantlartl ANSI/TPI 1.
LOAD CASE(S) Standard
Q WNRNWG - Veriry design pervnehn and READ NdfES Orv TH13 AND INCLUDED MITEK REFEREPCE PAGE h9i-7973 BEFORE USE.
~s
Deeign valid tor use onN witM1 MTek connecfors. iM1ix design'¢ based onN upon panmeters shown, and'n for an Intllvidual boildng component.
hppNCaGlity of design pammenters antl pmper incorpomtion ol mmponent Iz rezponsibility of boiltlin9 tleslgner- not imss tlezignec Bmcing shown
T
k'
isforlatemisuppotlofindlvidoalwebmembersonN. Adtlitionaltempomry bmcin9teinsvrestabilitydunngconstrvctionistheresponsibllfityotthe
Mi
e
erector. Atlditionol pertnanenf Mating of the ovemll stmctore is the responsibility oRhe bulltling tleslgnec For geneml goidance regartling
rov~.ok.m..
iabdcatlon, qvality conrol storage, delivery, erection and bm<Ing, consult ANSIRPII pually CrI1Ma. USe-89 and BCStl BWIAnp CompaneM
'
p]Tl GreenEaU lane
Suite 109
Onoino Dnve, Matllson. W I53I19.
SaMly InlamaMen wa lable trom imss Pla~e InsiHWe. 583 D
,
CiWS Hei Ms CN 95510
LEGDOWN NOT DESIGNED FOR ANV ADDITIONAL LATERAL LOADS
ea'2 OTHER THAN THE WIND LOAD APPLIED TO THE TRUSS AS SHOWN.
April 30,2008
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oQWHEqr,Q City of Wheat Ridge Building Division
7500 W. 29'h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 ` Fax: 303-235-2857
~ o Inspection Line: 303-234-5933
~(ORPD
Building Permit Application
Date: `
Plan /)0'~00d
Permit am qQZ
V~ 4qo
C' 1
Property Address: G SS W y7T/- flv-k' Property Owner (please print): yi A t fCARClJ ~-)r L 50~ Phone SV 3' 870 3~3
Mailing Address: (if diKerenf than property address)
Address: S
City State Zip' (//1c p
Contractor
.
? oNc'~s
676 N`~ZQUPr/0/f -
Contractor License #
p J
E p 79
Phone• 30 3 0 9 ti''/., ~ -
Sub Contractors:
Electrical City License ~j Plumbing City License ° f/ ComPancal City License
Company: Company Y
Ex Date: Exp. Date: Exp. e:
Approval: Approval: App vaC a7 3~• ~
onstruction Value: E -J
Use of SpaCe (deSCription): (as calculated per the Buil mg Valuatio a(a sheet) Description of work: Af3°.Qtm•
. Plan Review (tlue af fime o/submiftal): $
c',k ~
Sq.Ft./L.Ftadded:Squ3res=BTU's Gallons Amps
OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances pmposed by this permit application are accurate, and do not violate applicable ortlinances,
rules or regulahons of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and
allegations made are acarate; thal I have read and agree to abide by all conditions prinled on lhis application and lhal I assume full
responsibiliry for compliance with the Wheal Ridge Building Code (I.B.C) and all other applicable Wheat Ritlge Ordinances, for work
under this permiL Plans su6ject eld inspection.
CIRLCE ONE:: (OWNER) (CONTRACTOR) r PERSONAL REPRESE~NjTATIVE of (OWNER) CONTRATOR)
PRINTNAME: TL.P I O 3 SIGNATURE: -;z~ Dafe:
ZONING COMMENTS:OJl'-
Zoning~ Z
Reviewec ;i:~
PUBLIC WORKS COMMENTS:
Reviewer.
DEPARTMENT USE ONLY
BUILDING DEPARTMENT COM ENTS'. XPp EO PFR OCCUPANCY:
Reviewer /p > 6; 19, ~.J3
Bld Valuation: 3
FIRE DEPARTMEN ❑ appmved w/ comments ❑ disapproved ❑ no review required 9
DEPARTMENT OF C6MMUNITY DEVELOPMENT
7500 WEST 29th AVENUE BUiLDING INSPECTION DIVISION PERMIT N0. M93#18960
234-5933 P.O. BOX638 CITY OF WHEAT RIDGE, COLO.
THIS PERMIT VALID ONIY WHEN SIGNED BY THE CNIEF BUILDING INSPECTOR AND RELEIPTED BEL'JW.
A P ICATION FOR MISCELLANEOUS P
C6S SW.
JOBADDRESS
~
47 ~Lt>
OWNER
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CONTRACTOR u/'yI~-Qclf
-Tp
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ADDRESS
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ADDRESS 3-7~
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PHONE
' 77
CITV L~~P ~Y~
ZIP CODE
CONTAACT P
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$
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IC
PHONE 73 v-/s91
LICENSENO.
DATE 7
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.
~
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L TYPE Solido Mon Thon 80% OpanO
1. TYPE Grouna❑
Woll❑
Proisctinp❑
OfMr SwDFaoo_
2. MATERIAL-
Total Squon FNt
SIGN$
3. ILLUMINATION Yss❑ No❑ 7ype
Eleet. Parmif No.
4 SET BACK FROM PROPERTY IINE N-
5_ E
_ W
Zons_ Apprwed,ZOne Inepoeta
(Soecifv whith is front ) ❑
❑
❑ ❑
DisaDproved
FENCES
MATERIAL
3. SET BACK FROM PROPERTY LINE
(SDeti}v which ie 1ron1)
ZIP CODE
Looi Thon 80% OpM
N_ S_ E_ W Zma_ ApprpvW.Zom Inspecta
❑ ❑ ❑ ❑ DiaapMOVSA
1.
OTHER Z
13.
DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURf
(SETBACNS OR PROJECTpNS INCLUDED)
INSPECTION tICKET
~
JOB
nooaess k~-
a- 293
DATE: ~ BLDG. PERMITM L ~'Q
PERMITX
BLDG. CONTR.
SUBCONTRACTOR
STREET NAME ~
SHOW DISTANCE$ FROM THE MAIN BUILDING TPADJOINING HpUSES, STREE' DATE INSP. REO. Cl
DISTANCE TO PROPERTV LINES, NOT MAXIMUM OR AVERAGE DISTANCE, i
TYPE OF INSP.
APPLICATION FOR PLUMBING; ELECTP ~
THISAPPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED W INSPECTION MAC~E
PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUP _
ELECTRICAL PERMIT
STATE LICENSE N0.
PLUMBING PI
REMARKS
STATE LICENSE N0.
AWMINUM WIRE UNDERS2E B ILlE6AL
FLOOR
BSM
ISl S01M
Np,
WATER CIDSET
TEMPORARY METER
WASH BOWL
NEW SERVICE - AMPS
BATH TUB
W.H. FORM 6-19
CHANGE SERVICE-AMPS
SHOWER
/
LIGNTING
SINN
HEATING
GARBAGE DISP
POWER SUB-CIRCUITS
WATER HEATER
UTILITY(RANGE,DISPO5ER,ETC.)
AUTO. WASIIER
PounEs Clar e
FIxTURES
DiSH WASHER
AUTOMATIC SPRINKIER SYSTEM
WIRING MOTORS 8 CONTROLS
FIDOR Df7AIN
ELEVATOR
SIGNS
URINAL
TRANSFORMERS 8 RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER I HP
TOTAL FIxTURES
REMARKS
PERMIT FEE
nareby ncknowledqe thot tnia applica-
n eonect and undentand that I
USE TAX
,of starf this projdct until inie appli-
n is oD7rovee. I snall comply with
TOTAL FEE
wo of the State of Colorodo ond fo
ninQ ReQulahons ond Bwldinp
APPROVED
f ine City ot wheat RidQe. Any
DISAPPROVED_
i of the above terme will couse
CNIEF BUILDING
e revocation of tnis vermN
~-7 ~a
S
~ ~
,City of Wheat Ridqe
Date Issued
mu,.
NOT VALID UNLESS RECEI
Pit
CALL 234-5933
24 HOURS IN ADVANCE
FOR INSPECTIONS
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