HomeMy WebLinkAbout4343 Newcombe Street4 CITY OF WHEAT RIDGE
Vr Building Inspection Division
(303) 234-5933 Inspection line
r(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: R ®�
Job Address: L- _� 1-1
Permit Number: 2d /7 0 /O
❑ No one available for inspection: Time * ZO AM
Re -Inspection required: Yes No
* When corrections have been made, call for re -inspection at 303-234-5933
Date: Inspector:
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
Residential Roofing PERMIT - 201701049
PERMIT NO: 201701049 ISSUED: 05/31/2017
JOB ADDRESS: 4343 Newcombe ST EXPIRES: 05/31/2018
JOB DESCRIPTION: Tear off & reroof w/Owens Corning duration in Shasta White - 5/12 pitch; 16
squares
*** CONTACTS ***
OWNER (720)937-1669 STAHLECKER DIANE
SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,602.00
FEES
Total Valuation 0.00
Use Tax 138.64
Permit Fee 156.75
** TOTAL ** 295.39
*** 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 k'/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 manufacturer&€TMs 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.
City of Wheat Ridge
Residential Roofing PERMIT - 201701049
PERMIT NO: 201701049 ISSUED: 05/31/2017
JOB ADDRESS: 4343 Newcombe ST EXPIRES: 05/31/2018
JOB DESCRIPTION: Tear off & reroof w/Owens Corning duration in Shasta White - 5/12 pitch; 16
squares
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications:
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Ddie r
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 madebe granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and sill hot proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6, The issuance or gertnA m I no be onstrued to be a permit for, or an approval of, any violation of any provision of any
applicable code orb ore o 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.
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.
Citv of�2
W h@ at
C t7MMUNny DEVELUI M£Nl
Building & Inspection Services Division
7500 W. 291h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Building Permit Application
(vjS `* 2�) ) r ��
Date:
Plan #
Permit #
Property Address: �?)N ew0mue 4
Property Owner (please print): pIONL heat r Phone:
Mailing Address: (if different than property address)
Address:
City, State, Zip:
Contractor: J
v
Contractors City License #: C i 4 -1 ti13 Phone: —%
Sub Contractors:
Electrical: Plumbing: Mechanical:
City License #
City License #
Description of work:
�iEt,►r lU t�' L`%' Dins .
C.oMk� DUMA� (A 1A SVI(S+eli Gbh I re
(A
1_ ,
Squares Vi BTU's Gallons Amps Sq Ft.
City License #
$Contract Value:
Review Fee (due at time of submittal):
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
1 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 l 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.
CIRCLE ONE. (;j,,OCONTRALTO or
(OWNER) (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NAME:Ik'IV�l SIGNATURE: (;i iit/ _W1,- AA DATE:
DEPARTMENT USE ONLY
ZONING COMMENTS
Zoning:
Reviewer:
BUILDING DEPARTMENT COMMENTS
Reviewer:
PUBLIC WORKS COMMENTS
Reviewer:
OCCUPANCY
FIRE DEPARTMENT:: 0 approved w/ comments 0 disapproved 0 no review required I Bldg Valuation: $
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: _
Job Address: 34( NEW COM
Permit Number: Zc>1- Co) U L{
M
❑ No one available for inspect'
q r._ Tim t�' AM/PM
jNo
Re-Inspection required: Yes(
When corrections have been made, call for re-ins�Iif�at,303-234-5933
Dated 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:
i
Job Address: 3 �. ? d �t m �z /
Permit Number:
« -
❑ 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: S inspector: zd
DO NOT REMOVE THIS NOTICE
k Y r
/ '
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office ' (303) 235-2857 Fax j
INSPECTION NOTICE
Inspection Type: tw_'
Job Address/Permit Number: 03q3 g lafJre,17 c1 C'~~~f
<mr
1
r
❑ No one available for inspection: Time : I AM
Re-Inspection required: Yes !N)o
When corrections have been made, call for re-inspection at 303-234-5933
~ bate: °~~-Wf inspector: r. -E /
DO NOT REMOVE THIS NOTICE
l
C
♦ 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: X,"i e44
Job Address: il3V - ,4 ter. -�% 47--
Permit Number: ,y�<j
r
v i
f
❑ No one available for inspection: Time >, ran AM /PM
Re- Inspection required: e i No
*When corrections have been made, call for re- inspection at 303- 2345933
Date: Inspector:
DO NOT REMOVE THIS NOTICE
CITY OF WHEAT RIDGE
Building inspection Division
(303) 234-5933 Inspection line
(303) 235 _ 2 855 off • (303) 235-2857 Fax
Inspection Type:
Job Address
Permit Number:
❑ No one available for inspection: Time AM/PM
Re-inspection required: Yes No
"When corrections have been made, ca n for re-inspection at 303-234
Date: " * Inspector:
4 0 NOT REMOV
~..,t=,,-- rt: ?a - ,nsv; ~i-.-._.. _ 3 .ham,.". .xc ,._.v.t♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: lnnF GN~~US~e7e o✓
_ Job Address: 1f3~/3 ~F>f?o ~fi~ S~
Permit Number: ~9f N53
1/l 5 22,P C-,,12 O Ur, ,fa _
r
❑ 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: fs'_I-D°r 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: g,pQ
Job Address: V3Vj s r~ cz::
Permit Number: iV4-7
,fi ~ 7~ci 6tg~ ~ 4'~ yC~K1:d2 r~s1,c-f f.! ~,✓r~~~~!?
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No _
"When corrections have been made, calf for re-Inspection at 303-2345933
Date: Inspecto
DO NOT REMOVE THIS NOTICE
" ' City of Wheat Ridge
{
Residential Roofing PERMIT - 091453
PERMIT NO: 091453
-
ISSUED: 08/19/2009
-JOB ADDRESS: 43.43 NEWCOMBE ST -
EXPIRES: 02/15/2010
DESCRIPTION: Reroof. 16
sqs
:i
' CONTACTS
owner 303/425-.5416
Albert Stahlecken
sub 303/425-1083
Matthew Rock
- 01-7908 Rock's Roofing
PARCEL INFO
ZONE CODE: UA
USE: UA
SUBDIVISION: UA
BLOCK/LOT#:. 0/
**FEE SUMMARY
ESTIMATED
PROJECT VALUATION: 5,459.00
r
FEES
E,
Permit Fee
162 . 90
„
Total Valuation
00
.
,
s P
nn
.
F
~
r
Use Tax
98.26
~
@
E
Ir~D,
p
y
TOTAL.
261.16
~
p
.J"~, x ~.°k_~
Conditions:..
` 6 nail installation. & mid-roof inspection required. Board sheathing spaced more
than a'1/2 of an inch apart requires. plywood overlay on entire roof. Ice and
water shield required from eave edge to 2' inside exterior walls.
iM,:`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 full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and. all other
applicable Whea Ridge Ordinances, for work under this permit. Plans subject to field inspection.
~ Signature of contractor/owner--~ :date e
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
is date. An extension may be granted at the discretion of the Building Official.
x{`. 3. If this permit expires, a new permit may. be acquired for afee 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 abandonment has not
~ exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1). year, full fees. shall
cy° be paid for a new permit.
r 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
S. 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 apermit or the approval. of. drawings and specifications shall not be construed to be a`permit for, nor
i an. approval of, any iolation of the.previsions of the building codes or any other ordinance, law, rule or regulation.
v All plan review ////s ject to field inspections
Signature of f~lding Official date
INSPECTION REQUEST LINE: .(303)234-5933 BUILDING OFFICE: (303)235-2855
,-?REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE :FOLLOWING BUSINESS DAY.
l
wneq DEPARTMENT OF PLANNING AND DEVELOPMENT
of ' y BUILDING INSPECTION LINE - 303-2345933
°cro CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
Building Permit Number:
Date:
~pln nn-
-HEAT RIDGE, CO 80215 - (303-235-2855)
CO[ORA00
2~ ,yPP"i~i Hp pp~,y s~rCATIpO~7r
4V
Property Owner: eIbec.; SI-c, 0 k t-e n
Property Address: q -3q s )JW ev rtl f St Phone : h~ l ~ i S S ZI ~ ID
Contractor License No.: ! 79O LV)
Company: 9JOY, QoWinty Phone.-503 %bsr~
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
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 otter applicable Wheat Ridge Ordinances, for work under
this permit. --y- /J a
Construction Value:$ S y Sc r'
Permit Fee:$
Plan Review Fee:$
Use "l'ax:$
Total:$
Description: (Yp b`y t~ ~X i b` r1 j O'Sp k 51~i ~q J~QC . 1 (1 S`hz l '3RS
166- 5k-sZEiD, 3t) ~c t~~le~~Fed 6'ilsrlqus
co1oc-s~.r.~t~, wv;t sel uureS ~(-a P kcV) y~~2
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:
Expiration Date: Expiration Date: Expiration Date:
Approval: Approval: Approval:
(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 if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the budding authorized is suspended or
abandoned for aperiod of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in
theoriginal plans andspecifications andany, suspension orabandonmenthmnot exceeded one (I) year- if changes have been or if suspension or abandmmment
exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of my manner shall be done that will change Ore natal flow of water "using a drainage problem.
(5) Contractorshalinotify dreBuildingInspector twenty-four(24)boom 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 permit or the approval of drawings and spedficadons shall not be construed to be a permit for, nor an approval of, any violation of the
provisions of the building codes or my other ordinance, law, rule or regulation.
Chief Building Inspector
City of Wheat Ridge
Res. Miscellaneous PERMIT - 093692
r4000or
PERMIT NO: 093692 !ISSUED: 10/27/2009
JOB ADDRESS: 4343 NEWCOMBEST EXPIRES: 04/25/2010
DESCRIPTION:= Replace 4 windows
CONTACTS
gc 303/420-2002 01-8916 Accent Window Inc.
'PARCEL INFO
ZONE CODE: UA .`USE: UA
SUBDIVISION: UA `BLOCK/LOT#: 0/
FEE SUMMARY ESTIMATED PROJECT VALUATION: 4,098.00
" FEES
Permit Fee 144.70
Total Valuation .00 4
4
Use Tax `.73.76.
TOTAL 218.46
Conditions:
Tempered glass is required in winodws within 24 " of doors;
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 abideby 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 W tRidge Ordinances, for work under this permit. Plans :subject to field inspection.
ti
Signof contractor/owner date
/
1. T;
s 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 ofl 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 maybe granted. at the discretion of the Building Official.
3. If this permit expires, 'a new permit 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 specifications and any suspension or abandonment 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 anew permit.
4. No work of any manner shall be done that will change the natural flow of water causing a drainage :problem.
5. Contractor skull 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 permit. or the approval of drawings and specifications shall'. not be construed to be a permit for, nor
an approval of, any violagion of the provisions of the building codes or any other ordinance, law,: rule or regulation.
All plan reviews to field inspections.
>A/~
date
303)234-5933 :BUILDING OFFICE!: (303)235-2855
PM-ANY:.BUSINESS -DAY FOR -INSPECTIONTHE rFOLLOWING BUSINESS DAY`.
MHEAT
~oF R, City of Wheat Ridge Building Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
oO<aRroo Inspection Line: 303-234-5933
Property AddressT4 T
Property Owner (please print): S± L ) ,r -y- Phone: 3p it S _ ~!6
Mailing Address: (if different than property address)
Address:
Zip:
Building Permit Application
Date:
Plan
Permit fts~ f z--~
Contractor Ac ink Jzt z
Contractor License 914 Phone: 3o y 7 u z c m -e_
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: $ &
Description of work: a (as calculated per the Building Valuation Data sheet)
bn "Plw 4 44
w ors
Plan Review (due at time of submittal): $
Sq. Ft./L.Ft added: Squares 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 REPRESF~ ATIVE of (OWNER) (C
PRINT NAME: SIGNATURE: Date: /a/Z,.2/4T9
i
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 76863
BUILDING INSPECTION LINE -(503-234-5933) Date : 3/31/2004
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: ALBERT STAHLECKER
Property Address : 4343 NEWCOMBE ST
Contractor License No. :
Phone : 425-5416
Company: Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value
I hereby certify that the setback distances proposed by this permit application are accurate, and
permit Fee
do not violale applicable ordinances, rules or re9ulations of the City of W heat Ridge or
easements or restrictions of record; that all measurements shown, and allegations
covenants
Plan Review Fee
,
made are accurate; that I have read and agree to abide by all conditions printed on this
US2 TaX
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable W eat Rid or i an , for ork under this permit.
-
Total
3 '
3O ^cl
DATE
y
(OW N ER)(CONTRACTOR) SIGNED
Use:
UPGRADE INCOMING SERVICE PANEL TO WIRE NEW GARAGE AND PUT LIG `
Description :
PLUGS IN GARAGE.
~ tc~1C~
BUILDING DEPARTMENT USE ONLY
Zaning Corimmentsc, SIC : Sq. Ft. :
Approval:
Zoning :
Build3h9 Cbmrtrentsi ,
Approval:
Pu1~~14"Wo~ks Go~n"me~fs;,
Approval:
Occupancy: Walls
Electrical License No :
Company:
Expiration Date :
Approval:
$1,500.00
$7025
$0.00
$30.00
$100.25
Roof : Stories : Residential Units :
Plumbing License No : Mechanical License No :
Company: Company:
Expiration Date : Expiration Date :
Approval : Approval :
(1) This pertnit was issued in accordance with the provisions set forth in yopur application and is subjecl to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ritlge, Colorado or any other applicable ordinances of the City.
(2) Thls permit shall expire i( (A) the work aulhorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abantloned for a penoa of 120 days.
(3) If this permit expires, a new permit may 6e acquired for a fee of one-half the amount normalty reduired, providetl no changes have been or will be made in the
original plans and specifcations and any suspension or abandonment has not eaceeded one (1) year. If changes are made or if suspension or abandonment
ezceeds one (1) year, full fees shall 6e paid (or a new pertnit.
(4) No work of any manner shall be done that will change the naturel flow of water causing a dreinage problem.
(5) Contraclor shall notify the Building Inspector iwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card 6eFOre
procee n i succes i p aspes of the joh.
(6y~i~he is ~~rGroval oF drawings and specificatio 9 shall not 6e wnstrued to be a permit for, nor an aPProval of, any violation of the
e ~i on i any other ordinance, law, rule or ra ulation.
Chief Building Inspector
Please sign Terms and Conditions on reverse side of page.
of WHEqJ~ COMMUNITYDEVELOPMENTDEPARTMEN'f
BUILDING INSPECTION IINE - (303-2345933)
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
C~(OftP~ WHEAT RIDGE, CO 80033 -(303•235-2855)
APPUCATION
Building Permit Number:
Date:
Property0wner. .J('Q.G,/fcwre/~^ /
Property Address: 7~ y 3 ~lJ ~ w C'C?t vbP ^~T
ConVactor License No.:
Company:
Phone: ~)Q Yz S" S- y/~
Phone:
OWNERICONTRACTOR SIGNATURE
I hereby cerlify ihat Uhe setback dtstances proposed by mis permil application are accurale, and tlo not violate
applicable adinances, rules or reguWtiais of Uie City ot Wheat Ridge or covenants, easemenfs or resirictions ot
reoord; thal all measuremenfs shown, and allegations made are accurate; that I have read and agree to abide by
atl corbi6ons printed on Nis application and that I assume full responsibtliry for compliance wiM the Wheat Ridge
Buildirg Code (U.B.C) and all other applicable Wheal Ridge Ordinances, lor work under this pertniL
(OWNER)CANTRACTOR): SIGNED Oq a6IR✓7, DATE 136 '6 /
(OWNER)(CONTRAGTOR): PRINTED DATE
Construction Value: $
Permit Fee: $
Plan Review Fee: $
Use Tax: $
jC-) Opwi
I Total Fee: $ 1
DESCRIPTION: C(
~✓'t'.c~ 1A, Cr~. ~
7
k
f~~
~
.
I.Jrv-Q t'IQW ~7vL~p
BUILDING DEPARTMENT USE ONLY
SIC: Sq.Ft.:
ZONING COMMENTS:
Approval:
Zoning:
8U0.DiNGCOMMENTS Approval:
WBLIC WORNS COMYENTS:
ApprOVel:
Occupancy: Walls: Roof: Slories: Residenlial Units:
Electrical Ucense No: Plumbing License Na: Mechaniwl License No:
Company: Company: Company:
Expiration Date: Eupiration Date: Eupiration Date:
Approval: Approval: Approval:
(7) Thb qrmN wu NsusE N ucordance wMh the prorisbna sM foM in your applkatlan mE Is abJsU W Me Uwf ol Me Stne ol CdoraOO uM to Ne Zoniny RsguWbna
rw euiwha caaa a wn" rtwo., ca«.ao a my an«,ppaom. amnwc.s a m. cxy.
(P) Thb prmlt shaA s:pin M{A) ~o work authorixed Is nd comnmcM wqhin shcty (60) Wys from Mw* Erie a(B) Ue EWidnp aWhaixtl 1s wspmded a abanAOneO fa i
qrbd of 120 drya .
(3) ■ Mh pxmN aplm, a nw+ pamit may be wpuind M s Iw ol mMall Me amouM iwrnWy'puWd. povided na chanqn hm bwn a wil W mM M Mt aiyind
plau aM spetlllalbns and +nY wsqnµon a aMOOOnmaN has nol aaMW ane (1) yw. M chanpn haw Wn a# susqmim a aDanEOiunat acwM one (7)
Ym. NY Ma shal M Wb br a nm pemJt
iq No .a,k wmym.ine«.n,nn.aw.inx.nN amg.m.n,mdnoWa..c.unmo,mxa,o.aoeim
(5) CaMCtor NY nWiy Me ButlMny InsVsctor Mnb-lour RQ houn baMann tar atl Nspectbna and shall racNve wrlGm aVM"Y on InspMbn caN bHon
pocMdnp wdM waqdve phun o/Mejo0.
(6) TM hsuaMe ol a pemYl w the apporY of dmxinqs inE sDedrocadom shall " be construM la ba a pumJl lor, nm an approval of, any ridaHOn ol ihe pravisions oi
' Ne buGdinq coEes or any olhn ordinana, Iaw, rule w requlation.
Chief Building Inspedor
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Date: ~f-
A Certificate of Occupancy or Compietion has been requested for:
, ~
ADDRtSS• 1~~~~>:"~.
PURPOSe OF
K
I
Building Depardnent Approval:~
Remarks:
x Zoning Approvali C'- ~ \ ~I ~
Remarks: ~re• e~c,is1;-e ~ra,re~ c~~-e~
O
Public Works Approval
Remarks:
Fire Marshall Approval:
(If Applicable)
Remarks:
Sanitation District Approval:
(lf Applicable)
Remarks:
Water District Approval:
(lf Applicable)
Remarks:
INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE (303) 234-5933
INSPECTION RECORD~ ,
.t a 1:, _ , C-l fY t r . .t k
JOBADDRESS I "r) 1ur W(-CI'lAY>K~-~'I .
'P TYPE I OCCUPANCY
BUILDWG PERMIT N0. I`Jl n I~~ DATE ISSUED
OWNER N&P.(j-~ V7 ~EC`,~-QY- .
CONTRACTOR
SETBACKSFROM PROPERTYLINES: NORTH SOUTH EAST WEST
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
INSPECTION DATE INSPECTOR
Foundations
Footings
Caissons
Reinforcing or Monolithic ~
7I03
~
Weatherproofing
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical (Ground Work)
4 pt,, ujl
Plumbing (Ground Work)
Heating (Ground Work)
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
Rough Electrical
Rough Plumbing
Air Test Gas Piping
Rough Heating & Ventilation
c
_
Framing U, o a 3 •
Insulation
Drywall Nailing
Roofing
Refrigeration
"
Electrical Underground
Final
Electrical
4 j Ka
Plumbing
Heating & Ventilation
Frame
6 eLt
R.O.W. & Drainage
Fire Department
Parking & Landscaping
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 75679
BUILDING INSPECTION LINE -(303-234-5933) Date : 6/2/2003
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80033 - (303-235-2855)
Property Owner: ALBERT STAHLECKER
Property Address : 4343 NEWCOMBE ST Phone : 425-5416
Contractor License No. :
Company: Phone:
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify tha[ the setback distances proposed by this permit application are accurate, and
do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or
cove:nants, easements or restrictions of record; that all measurements shown, and alle9alions
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 Riidpe d an s (or work under this pe rmit. "
DATE!) 3
(OWNER)(CONTRACTOR) SIGNED Z
Description : DETACHED GARAGE 30' X 50'
BUILDING DEPARTMENT USE
Zoning Comments:
SIC : Sq. Ft. :
Approval : TRC
18 APR 03. OK
Zoning : A-1
Please Note:
Ovmet/eontrwWr is responsible for locating property
BuilOing Comments;
5115103 ~inC$ and eonsWcting improvements accordin~ to ll, e
Approval : gG
ePP►ov~ pl~ ~d required development star ,nrds.
7'he City is not rcsponsible for inaccurate infom~a!ion
Public Works Gomments
wbmitted within the plan set and any consuuction
Approval :
CMn *~~ltin6 from inaccurate information.
Occupancy : Walls :
Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company: Company: Company:
E:cpiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Requlations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry.
(2) This permit shall expire if (A) the work authorized is not commenced within sizty (60) days from issue date or (B) the building authonzed is suspentled or
abandoned for a period of 120 days.
(3) If lhis permit expires, a new permil 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 specifcalions and any suspension or abandonmeN has nol exceeded one (1) year. If changes are made or if suspension or abandonmenl
exceeds one (1) year, full fees shall be paid for a new permil.
(4) No work of any manner shall be done lhat will change the natural flow of water causing a drainage problem.
(5) Contrector shall nolify the Building Inspector lwenty-four (24) hours In advance for all inspections and shall receive writlen approval on inspection card before
pmceediing with successive phases of the job.
(6) The issuan of a permit or the appmval of drewings and specificalions shall not be consVUed to be a permit for, nor an approval of, any violation of the
provisio of ~e-b~}u~~l ~~yJ(5des or any other ordinance, law, rule or regulation.
7
Chief Building In ector
Construction Value : $18,000.00
Permit Fee :
$381.30
Plan Review Fee :
$247.85
Use Tax :
$360.00
Total :
~ $989 15
se
W ~cctm,.'b-;01 (D,
r'prqN.p/~va-famd, :4.ve!lings, thefiralfwenty-,flW
qf Jriveivtry urea Jrom the ex'tsflnS OV ef
~h.,n ae.vvrfacedwlJL ccnnNR
COMNIUNIT'Y DEVELOPMENT DEYARTMENT Building Permit Number:
oF W"E~r.~ BiTII.DING INSPECTTON LINE - 303-234-5933 Date:
:
°o CITY OF WHEAT RIDGE
" m 7500 WEST 29T'H AVENUE
WFIEAT RIDGE, CO 80215 - (303-235-285~
C~C ORP00
AHi'i'~iHpFCATIO7~~
~ i
PropertyOwner: s Pc e~
Property Address: Y~~✓ 3 N P w C o- E' S f- Phone
Contractor License No.:
Company: Phone:
O WNER/CON7RACTOR SIGNATURE OF UNDSRSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by tttis pcrmit application are accurate,
Construcrion Value: $
and do no[violate applicable ordinances, mles orregulaAOns of the CiTy of Wheat Ridge or
permit Fee:$
covenants, easemenfs orres4ictions ofrecord; thatall measurements shown, and allegatlons
made are accurate; that I have read and agree to abide by all condiNons printed on this
Plan Review Fee:$
application and ttiat I assume full responsibility for compliance with the Wheat Ridge
US0 T3X:$
Building Code (U.B.C) and all other applicable Wheat Ridge Ordinanccs, for work under
m;SP"n';t.
~L~Xil7/`~CLc~. DATE/ -/T -(i 3
SIGNEDD~/
CONIRACTOR
NER
Tot
-
(OW
.
DESCRIPTION: 4 0~
' ✓ "ao,?
BUII,DING DEPARTMENT USE ONLY / S 06)
SIC: Sq.Ft.:
ZONING COMMENTS: '
Approval~ 03
Zoning: A- 1 V
BUILDING COMMENTS:
Approval: Q1&
PUBLIC WORKS COMMENTS:
Approval:
Occupancy: Walls: Roof:
Electrical License No: Plumbing License No:
Company: Company:
ritoufnzmmm
•wlis-l6d01(R 1)
A►111►wlrrArld'JMft*dwBnJbstrwd)'Av
~I~Mr~~ +u~badH'u~o~ar~t
sipihah, 6laetpm orr4idlar maraiaG.
Dt~ve'4e$ M+s} 1x le--ot io {'e~t
rwf M-we t~r,.. 24' " ..s~ d,hn•
Stories: Residential Units:
Mechanical License No:
Company:
Expuation Date: Expiration Date: Expiration Date:
Approval: Approval: Approval:
(1) This permit wzs issued in accordance with the provisions set fmth iu Yow applicatlon and is subject to the laws otthe Stah of Colondo and to tLe Zoning
Regulations and Hwlding Codes of Wheac Ridge, Colorzdo or any otLer applicaLle ordinances of the City.
(2) T6is pwmit shall cxpve if (A) the woxk authonzed is not commmced within sixty (60) days Cmm issue dah or (B) the bwldi¢g authorized is suspendrd or
abandoned for a period of 120 days. .
(3) IftLispecmitncptres,anewpmnitmaybeacqudazedforafeeofone-6affth<amomtnolmsliynqu'ved,providednocCanguhavebmnazwillbemadein
theorigiualplaasesdspeci5cati=endenysuspensionorabandoammthasnotezceededone(1)yeaz. IfchangeshavebeenoriCsucpensionorabandoument
excuds oue (I) year, full fr<s shall be paid fur a new peimit
(4) No work of eny maunu ahaIl be done tLat will change the naewl flow of water causing a dniuage problem.
(5) Cwa'actotsLall mtitytheBuildingInspecmrtwmty-fow(24)hours inadvence forellinspectionsandshallroceivewrittmapprovatoninspecIIOncazdbdore
proceeding with successive pLasw of thejob.
(6) 1'he issuance of a pumit or the approval of dxawings and speci5catiovs shall not be conatued W be a pemtit for, nor an approval of, any violafion of the
4ef rions of th wlding codu or any other ordinance, lew, nile oz xegulatlon
p
Buil ' g ector
S 89°35'24"W
T4sc s4ells
vill be
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3 7 METAL
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- SHED
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WOOD FENCE
2/
SCALE 1"= 20'
20 0 10 20 30
D FENCE
89°
94
144.60'
N CONC.
WOOD
DECK
4343 4.
00 ONE STORY
FRAME HOUSE
1.4'
=I
36.7' o'
12.2
P o WOOD
SHED
°CONCRETE
> PADS
34.4
WOOD FENCE
CHAIN LINK FENCE
Ir!
LEGEND
222.00'
N 89°35'23"E 2652.56
CENTER OF SECTION 21,
BRASS CAP IN RANGE POINT
BOX, LS 13212
w
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-x-x- INDICATES FENCELINE
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INDICATES OVERHEAD POWER
AND TELEPHONE LINES AND
SUPPORT POLE
CONCRETE IMPROVEMENTS
EAST 1/4 CORNER
SECTION 21, BRASS CAP
IN RANGE POINT BOX
LS 13212
IMPROVEMENT LOCATION CERTIFICATE
4343 NEWCOMBE STREET, WHEATRIDGE, COLORADO
DESCRIPTION:
A PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 21, TOWNSHIP 3
SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, DESCRIBED
AS FOLLOWS: BEGINNING AT THE CENTER OF SAID SECTION 21, THENCE
EAST 381.6 FEET, THENCE NORTH 175 FEET TO THE TRUE POINT OF
BEGINNING; THENCE NORTH 100 FEET, THENCE WEST 159.6 FEET,
THENCE SOUTH 100 FEET, THENCE EAST 159.6 FEET TO THE TRUE
POINT OF BEGINNING, EXCEPT THE EAST 10 FEET THEREOF, AND
EXCEPT THAT PORTION DESCRIBED IN REC# 84119728 COUNTY OF
JEFFERSON, STATE OF COLORADO.
IMPROVEMENT LOCATION CERTIFICATE:
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS
PREPARED FOR ALBERT STAHLECHER, THAT IT IS NOT A LAND SURVEY PLAT
OR IMPROVEMENT SURVEY PLAT AND THAT IT IS NOT TO BE RELIED UPON
FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE
IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS
ON THE ABOVE DESCRIBED PARCEL, ON THIS DATE, MARCH 28, 2003,
EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES
OF THE PARCEL, EXCEPT AS SHOWN; THAT THERE ARE NO
ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON
ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO
APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR
BURDENING ANY PART OF SAID PART OF SAID PARCEL, EXC~ D.
COLORADO NO.
NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY
LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE
YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY
ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED
MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
NOTES:
1. 5/8 INCH DIAMETER IRON PIN WITH CAP STAMPED LANE ENG SRV INC
16837 RECOVERED AT POINT SHOWN THUS: 0
2. THIS SURVEY DOES NOT INCLUDE A TITLE SEARCH BY THIS SURVEYOR
TO DETERMINE:
A. OWNERSHIP OF THIS TRACT OR VERIFICATION OF THE
DESCRIPTION SHOWN;
B. THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT
OF ADJACENT TRACTS;
C. EASEMENTS OR RIGHTS-OF-WAY OF RECORD;
BUT RELIED ON INFORMATION SUPPLIED BY THE OWNER.
PREPARED BY: LANE ENGINEERING SERVICE, INC.
9500 WEST
TEL:: ( 03)4233-4042E, AX: (3 3) 2333-0789615
PREPARED: APRIL 16, 2003
PROJECT: S227-1
0
0
N
00
0
0
Z EAST-WEST CENTERLINE SECTION 21
n AND BASIS FOR BEARINGS
0
0
S 89°35'24"W 144.60' J 4_7 IMPROVEMENT LOCATION CERTIFICAT4343 NEWCOMBE STREET, WHEATRIDGE, COLORADO
5.2'
4.5'
0
0
6
0
w
N
00
0
O
FENCE _7e- CHAIN LINK
I
32.3'
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p o WOOD
o SHED
°N° .'CONCRETE
PAD,
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WOOD FENCE J
LEGEND
222.00'
CV CO WOOD FENCE-
a
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08 7 METAL CONC.
10, 1 SHED COVER
0
4.1' 77//28.6'~//
m
F , 11.8' METAL co
rn SHED 4.0'
4343 4.O
6.7'1"68.0'1 00 ONE STORY
WOOD N FRAME HOUSE
SHED 1 r
1.4'/
WOOD
DECK
SCALE 1 20'
20 0 10 20 30
FENCE
N 89°35'23"E 127
0
0
L6
N
0
0
z
CENTER OF SECTION 21,
BRASS CAP IN RANGE POINT
BOX, LS 13212
EAST-WEST CENTERLINE SECTION 21
AND BASIS FOR BEARINGS
N 89°35'23"E 2652.56
w
N
N
00
0
0
-X-X- INDICATES FENCELINE
J
= I
a
I
o I
Li
°w
I
I~
Iw
fy'
00IF-
o w
a~ Im
w 00 1:2
wU 10
Iw
IZ
I
I
_J
- g- - INDICATES OVERHEAD POWER
AND TELEPHONE LINES AND
SUPPORT POLE
CONCRETE IMPROVEMENTS
EAST 1/4 CORNER
SECTION 21, BRASS CAP
IN RANGE POINT BOX
LS 13212
DESCRIPTION:
A PART OF THE SW 1/4 OF THE NE 1/4 OF SECTION 21, TOWNSHIP 3
SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, DESCRIBED
AS FOLLOWS: BEGINNING AT THE CENTER OF SAID SECTION 21, THENCE
EAST 381.6 FEET, THENCE NORTH 175 FEET TO THE TRUE POINT OF
BEGINNING; THENCE NORTH 100 FEET, THENCE WEST 159.6 FEET,
THENCE SOUTH 100 FEET, THENCE EAST 159.6 FEET TO THE TRUE
POINT OF BEGINNING, EXCEPT THE EAST 10 FEET THEREOF, AND
EXCEPT THAT PORTION DESCRIBED IN REC# 84119728 COUNTY OF
JEFFERSON, STATE OF COLORADO.
IMPROVEMENT LOCATION CERTIFICATE:
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS
PREPARED FOR ALBERT STAHLECHER, THAT IT IS NOT A LAND SURVEY PLAT
OR IMPROVEMENT SURVEY PLAT AND THAT IT IS NOT TO BE RELIED UPON
FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE
IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS
ON THE ABOVE DESCRIBED PARCEL, ON THIS DATE, MARCH 28, 2003,
EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES
OF THE PARCEL, EXCEPT AS SHOWN; THAT THERE ARE NO
ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON
ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO
APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR
BURDENING ANY PART OF SAID PART OF SAID PARCEL, EXCD.
~VOea ,QGUG(gs°,~C\
~w
i6~37'_`me o
COLORADO NO.~ '
NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY
LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE
YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY
ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED
MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
NOTES
1. 5/8 INCH DIAMETER IRON PIN WITH CAP STAMPED LANE ENG SRV INC
16837 RECOVERED AT POINT SHOWN THUS: 0
2. THIS SURVEY DOES NOT INCLUDE A TITLE SEARCH BY THIS SURVEYOR
TO DETERMINE:
A. OWNERSHIP OF THIS TRACT OR VERIFICATION OF THE
DESCRIPTION SHOWN;
B. THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT
OF ADJACENT TRACTS;
C. EASEMENTS OR RIGHTS-OF-WAY OF RECORD;
BUT RELIED ON INFORMATION SUPPLIED BY THE OWNER.
PREPARED BY: LANE ENGINEERING SERVICE, INC.
Mr~ 9500 WEST 14TH AVENUE, LAKEWOOD, CO 80215
TEL: (303) 233-4042 FAX: (303) 233-0796
PREPARED: APRIL 16, 2003
PROJECT: S227-1
Detached Garage/Shed Worksheet
Address: `T34"3 Newcor-.be St.
Zoning:
N. ~
Lot Size: 16l0 sq. ft.
Maximum Lot Coverage: 25 %
Existing Improvements:
House: (o 3 sq. ft.
Shed: 122- sq. ft.
Other: ~ sq, ft,
Proposed Improvement s :
(circle all that apply) Gazage Shed
I ot~ sq. ft.
sq. ft.
3-1 02.5
Other
sq. ft.
Proposed Lot Coverage:
(Total)
ZO •Llo- %
Z„~aS sq. ft.
Required Setbacks: FR
-30-
S N \5~ S s 15"
R S~
Provided Setbacks: FR k D??~ S NV,g' S S S 31 R S~
Maximuxn Height: 3c' ft. Maximum Size:
Proposed Height: 2-2- ft.
sq. ft.
sq. ft.
*Accessory shuctures less than 1,000 squaze feet not allowed in Commercial or Industrial zone distdcts.
Access Notes
For one and two-family dwellings, the fust 25' of driveway azea from the existing edge of pavement into
the site shall be surfaced with concrete, asphalt, brick pavers or similaz materials.
For all uses other than one and two family dwellings, no vehicle enhances or exiu may be closer than 25'
to any property line, except when used as joint access for two or more lots.
In residential zone dishicts, curb cuts shall be at least 10 feet and not more ihan 24 feet in width
One and two-family dwellings may have horseshoe driveways, provided that the sheet accesses are at least
30 feet apart, measured from the interior edges.
Proposed Size: -
e
4
A
SOIL ANALYTICS AND FOUNDATION
' ENGINEERING, INC.
MICHAEL A. LAIRD, P.E., PRESIDENT
CONSULTANTS IN CIVIL ENGINEERING
10450 WEST VIRGINIA AVENUE
LAKEWOOD, COLORADO 80216-2618
303-90&9Y29
JOB #4191
March 12, 2003
Mr. Albert Stahlecker
4343 Newcombe Street
Wheat Ridge, Colorado 80033 Telephone: 303-875-0132
Subject: Subsurface exploration for a proposed detached garage to be erected
on a developed parcel with the address 4343 Newcombe Street,
Wheat Ridge, Jefferson County, Colorado.
Dear Mr. Stahlecker:
As requested, we conducted a subsurface exploration to determine foundation
design recommendations at the subject site on March 8, 2003. The subsurface
exploration was performed by observing two 8-foot deep test pits excavated
over the planned construction area. The locations of the test pits and the logs
of subsurface materials are enclosed. The discussion and recommendations
presented below are based on the results of data gathered during the
subsurface exploration, observation of general field conditions, and previous
experience in the area with similar materials.
PROPOSED CONSTRUCTION
Based on conversations, we understand that a building with proposed
dimensions of 30' X 50' will be constructed at the site for use as a garage. We
have been told that the building will have a prefabricated metal frame and a
concrete slab-on-grade floor. As we understand, a basement level is not
planned. Foundation loadings should be light to moderate for the proposed
construction.
We assume that the depth of excavation and foundation construction will
range from a minimum depth of about 2'-6" to a maximum of about 3'-0", in
view of the site conditions and the proposed construction.
Mr. Stahleckez
Soil Analytics
-z-
SITE AND SUBSURFACE CONDITIONS
March 12, 2003
Job #4191
The site of the proposed construction is a slightly sloping developed property
located in a residentia] area. An existing house is located about 42 feet to the
east of the proposed structure. The existing ground cover consists of lawn
grass.
The proposed construction will be placed over the area of the two foundation
test pits whose locations are shown on Figure 1. Generally speaking, the
ground surface in the proposed construction area slopes to the southwest at
about 0.0 percent to 0.3 percent. We assume that the site has not been
excavated or filled in the past and that only naturally occurring materials are
located at and below the proposed foundation bearing level.
Subsurface conditions encountered by the two test pits are variable with depth
below groundlevel. Generally speaking, the exploration encountered the
following sequence of materials: loose to moderate density and moist silty
sands from groundlevel to a minimum depth of 1'-6" and to a maximum
depth of 3'-0"; moderate density and dry to moist gravel and cobbles from the
base of the silty sands to a depth of 6'-6"; and wet gravel and cobbles from the
base of the dry to moist gravel and cobbles to at least 8'-0", the maximum
depth explored. Free groundwater was present in the pits at a depth of 6'-6"
while we were at the site.
TEST RESULTS AND GEOTECHNICAL CONSIDERATIONS
The subsoils at the site were carefully observed in the sides of the test pits.
The pits were excavated by our client using a backhoe a day before our
observations. In addition, we used our drill rig to perform field penetration
tests in the upper silty sands near Test Pit #1 to assist in evaluating the
allowable bearing value of the soil and to provide undisturbed samples for
precise examination and laboratory testing including swell consolidation tests
and tests for grain size distribution. Test results are attached.
Based on the results of the exploration combined with previous experience
with similar subsoil conditions, the most pertinent foundation engineering
characteristics and considerations at the site are as follows:
1. Remove all upper organic materials and compressible materials
from the excavation for the building. In addition, remove all
Mr. Stahlecker -3- March 12, 2003
Soil AnalyHcs
Job lt4191
disturbed and unsuitable materials which may be present after
the excavation is made.
2. The natural, undisturbed silty sand soils encountered at
proposed bearing levels are non expansive materials with a low-
moderate allowable bearing capacity for supporting footing
foundations. At some locations the thickness of the silty sands
will be only 1'-6" and the underlying gravel and cobble layer will
be exposed at bearing level. This underlying layer is an even
more competent layer than the upper silty sand layer.
3. The silty sands and the underlying gravel and cobbles
encountered at and below proposed bearing levels are acceptable
for stahdard footing foundations which are properly designed
and constructed in accordance with the recommendations and
requirements of this report.
4. The underlying water table is not expected to exert a negative
influence on the proposed construction due to its depth.
FOUNDATION RECOMMENDATIONS FOR A
FOOTING FOUNDATION SYSTEM
Based on the subsurface conditions and geotechnical considerations described
herein, it is our opinion that the proposed construction may be supported on
standard footing foundations placed in and on the undisturbed and properly
prepared natural materials located below the frost depth level of 3'-0". The
foundations should be designed using a maximum allowable soil bearing
pressure of 1,800 psf based on live load plus dead load.
Concrete foundations should be well reinforced in accordance with the
structural and code requirements. Refer to the structural engineer's
foundation design for plans and details.
EXCAVATION CONSIDERATIONS AND SLOPES
The materials at the site can be excavated using conventional equipment. In
the event that excavations exceed a depth of several feet, the sides of such
excavations should be sloped in accordance with federal (OSHA) standards. It
appears that the average materials are Type B soils according to OSHA
regulations. Accordingly, the sides of excavations cut into these materials
Mr. Stahlecker -4- March 12, 2003
Soil An,ilytic. Jub 74191
should generally be no steeper than 1:1 (horizontal to vertical) if the cut is
more than a few feet deep.
RECOMMENDATIONS FOR IN-PLACE COMPACTION
nF ceivnv Snii.S AT BEARING LEVEL
During excavation the upper sandy materials at the site may contain and
develop loose zones which could experience settlements of 1 inch, more or
less, even though a modest bearing pressure has been stipulated above. The
magnitude of future settlements can be minimized by densifying the sandy
soils at the base of the excavation with a vibratory plate or suitable tamping
device after the excavation is made.
LATERAL EARTH PRESSURES ON FOUNDATIONS
We assume that the native sandy soils or imported granular structural fill
will be used as backfill adjacent to foundation walls. If wall backfill is
properly compacted using hand equipment to the extent that it does not settle
after construction, foundations retaining the backfill should be designed
using an equivalent fluid unit weight of at least 45 pounds per cubic foot.
Care must be taken not to overcompact the backfill or to operate heavy
equipment above the foundation wall backfill since this will result in
excessive lateral forces on foundation walls. Do not puddle the backfill since
the moisture will percolate into the subgrade and may cause the underlying
sandy soils to settle along with the foundation footings.
PREPARATION OF UNSUITABLE FOUNDATION BEARING AREAS
Good care must be used in the preparation of all foundation bearing areas for
foundation footings since excessive settlement could result if incompetent
materials are present. Prior to foundation construction, the base of the
completed excavation should be properly prepared. All disturbed, frozen, and
otherwise unsuitable materials including all compressible organic materials
should be completely removed and the grade restored as needed with good
quality, non expansive, structural fill materials (recycled concrete is
acceptable) compacted to at least 100 percent of standard Proctor maximum
density at optimum moisture content or else the foundations must be
extended sufficiently deep to bear on the underlying natural undisturbed
soils. All structural fill must be compacted in 8-inch lifts to the stated density
Mr. Stahlecker -5- March 12, 2003
Soil Analyrics Job J74191
level and moisture content. The compacted backfill must extend upward to
the level of all structural foundation elements.
('ONCRETE FLOOR SLABS
The naturally occurring silty sand soils are non expansive and provide a
suitable bearing material for concrete floor slabs, assuming their density is
adequate. It appears that 6 to 12 inches of imported structural fill may need to
be placed and properly compacted in order to reach the desired floor grade
within the building area. Acceptable materials for this use include recycled
concrete and granite sand which is also known as crusher fines. We
recommend that the following details and measures be considered with
regard to the design and construction of the concrete floor slab.
1. The floor slab should be placed on properly densified and non
expansive and non clayey materials. All fill should be
uniformly compacted in 8-inch lifts to at least 95 percent of
standard Proctor maximum density at optimum moisture
content for ordinary conditions. In the event of heavy
concentrated loads, it may be advisable to compact to at least 100
percent density.
2. The designer should incorporate normal concrete expansion and
contraction joints in accordance with design requirements.
3. Based on existing subsurface conditions and the requirement
that only non expansive materials will be imported for
structural fill, it does not appear necessary to incorporate slab
precautions to protect against subgrade heave. However, there is
a possibility that some differential settlement of foundations and
slabs could result in a net relative movement. Therefore,
consideration should be given to isolating slabs and foundation
elements so that any differential movement which might occur
has the least objectionable effect.
BACKFILL AND SURFACE DRAINAGE
Excessive wetting and saturation of sandy soils under load can cause such
materials to settle. In order to optimize foundation performance, the
foundation soils should be protected from experiencing excessive wetting
after construction. This can generally be assisted by using a good quality
Mr. Stahlecker -6- March 12, 2003
Suil An.ilylic+ Jub fl4191
backfill, as previously discussed, and by placing the backfill so that it does not
settle significantly following construction. The backfill should be free of
debris and should be moistened and compacted to the extent needed to
prevent or satisfactorily limit future consolidation. Some moisture can be
blended with the backfill in the stockpile but away from foundation locations
to permit proper compaction; however, the backfill must not be puddled. A
berm may be constructed adjacent to the foundation walls to allow for a good
slope away from the building even if some settlement should occur.
If significant settlements should occur in the backfill, they could adversely
affect utility lines which transmit fluids and pass through the foundation
walls. It is not uncommon for such piping to shear at the foundation walls
due to movements in the backfill. It is recommended that the pipes pass
through slotted openings in the foundation walls or that flexible connections
be used to compensate for shifting of the foundation wall backfill. It is also
recommended that all water lines be carefully pressure tested prior to final
acceptance and that any leaks detected be repaired.
The final grade should be sloped well away from the structure on all sides. A
minimum slope of 12 inches in the first 10 feet is recommended. All
downspouts should discharge into extensions which slope away from the
foundation walls and extend beyond the limits of all backfill. The points of
discharge should be at least 4 feet from the foundation walls or on to paved
areas and good drainage should be maintained at and beyond these points.
All future owners of the proposed construction should be advised of the
desirability of keeping excess moisture away from the foundation and slab-on-
ground areas. In no event should an automatic sprinkler system be installed
next to the foundation walls. Lawn irrigation should be minimized within 4
feet of the foundation walls and performed sparingly. If desired, non paved
areas adjacent to foundations may be lined with a suitable geotextile fabric to
control plant growth. The area next to the structure may then be covered
with gravel, bark chips, or other materials which do not require irrigation.
SiJBSURFACE UNDERDRAIN
In view of the permeable nature of the underlying silty sands and the absence
of basement level construction, a foundation drain should not be needed for
the proposed construction. Nevertheless, excellent surface drainage of
moisture away from the building should be constructed and maintained.
Mr. Stahlecker -7- March 12, 2003
Soil Analytics
LIMITATIONS
Job R4191
The above recommendations are based on the exact location where the test
pits were excavated, the proposed construction, and the assumption that the
subsurface conditions do not vary greaHy from those encountered in the test
pits. The exploration was conducted and the report was prepared in
accordance with commonly accepted geotechnical engineering practice in the
Denver area, and no other warranty, expressed or implied, is made.
This report has presented basic foundarion design recommendations. If you
should have any questions, or if I can be of further service, please do not
hesitate to give me a cal] for clarification.
Sincerely yours,
Michael A. I~airfeP. E.
Consulting;En#ne~!f&,
MAL/vjs
enc
LOG OF SUBSURFACE CONDITIONS
(See Figure 1 for Test Pit Locations)
DEPTH DESCRIPTION
FOUNDATION TEST PIT # I
0'-0" - 3'-0" SILTY SAND (SM), loose to moderate density, fine to
medium grained sands with a moderate to considerable
silt content, upper 6" has significant grass roots, brown,
moist.
3'-0" - 6'-6" GRAVEL & COBBLES (GP), moderate density, rounded,
small to large, minor sand content, dry to moist.
6'-6" - 8'-0" ` GRAVEL & COBBLES (GP). wet.
*NOTE: Free water was present in this test pit at a depth of 6'-6" while we
were at the site.
FOUNDATION TEST PIT # 2
0'-0" - i'-6" SILTY SAND (SM), loose to moderate density, fine to
medium grained sands with a moderate to considerable
silt content, upper 6" has significant grass roots, brown,
moist.
1'-6" - 6'-6" GRAVEL & COBBLES (GP), moderate density, rounded,
small to large, minor sand content, dry to moist.
6'-6" - 8'-0" " GRAVEL & COBBLES (GP) , wet.
`NOTE: Free water was present in this test pit at a depth of 6'-6" while we
were at the site.
NOTES
1. The exploratory test pits were observed on March 8, 2003.
2. Field penetration tests were performed in the upper silty sand layer near
Test Pit # 1.
3. Free groundwater was present in the test pits at the depths given above
while we were at the site.
TEST RESULTS
1. Field Penetration Test at 0'-9": 3 blows/6 inches.
2. Field Penetration Test at 2'-6": 7 blows/6 inches.
N
7'EST PIT #2
TFST PIT k 1
r--~
I '
( PROPOSED I EXISTING ~
GARAGE I FRAME
I ' HOUSE I
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NEWCOMBE
SIREET
4343 NEWCOMBE STREET, WHEAT RIDGE, JEFFERSON COUNTY, COLORADO
TEST HOLE LOCATION PLAN
1" = 40'-0"
FIGURE 1
SOIL ANALYTICS AND FOUNDATION ENGINEERING, INC.
ONE DIMENSIONAL SWELL/CONSOLIDATION TEST
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Moisture Content: 15.9 %
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'OUTBACK BUILDING'
STRUCTURAL CALCULATIONS FOR:
Bert Stahiecker Building
4343 Newcombe St.
Wheat Ridge CO
Job # UPS6689
(30' WIDE X 50' LONG BUILDING
WITH 10' EAVE HEIGHT
('GAMBREL STYLE')
INDEX TO CALCULATIONS
Pa°e SF Contents
Cl Design Parameters, Loadings
C2 Purlin and Girt Analysis & Design
C3 Lateral System Analysis
C4, CS Brace End Connection and Screw Capacities
C6, C6A Endwall Vertical Mullion Design,
Mezzanine Floor Design
C7, C8 Foundation Analysis & Design
1- 15 Clearspan Frame Analysis
tiIuliy«Rliuu
1NC,
PS Roof and Wall Panel Information
Distributor:
Pacific Steel Buildings
Engineering by:
A5K4 Engineering, Inc.
39084 Proctor Blvd., 5uite "G"
Sandy, OR 9"T055
(503) 668-6550
fax: (503) 668-5239
email: outback@a5k4engineering.com
ASK4 Engineering,Inc.
]OBINFORMATION
JOB NAME: Bert Stahlecker BUILDING FRAME WIDTH (ft.): 30.00
JOB ADDRESS: 4343 Newwmbe St., Wheat Ridge CO BUILDING LENGTH (ft.): 50.00
JOB NUMBER: UPSB689 BUILDING FRAME EAVE HEIGHT (ft.): 10.00
BUILDING FRAME ROOF SLOPE (?172): 0.00
DESIGN CRITERIA
DEAD LOADS:
ROOFNJALL PANEL:
7.0
psf
PURLINS/GIRTS:
1.0
psf
STEEL FRAMES:
1.0
psf
TOTAL DEAD IOAD:
3.0
psf
ROOF LIVE (OR SNOWI LOADS:
CLEARSPAN FRAMES:
30
psf
PURLINS AND OTHER ELEMENTS:
30
psf
WIND LOADS:
WIND SPEED:
90
mph
EXPOSURE:
B
SEISMIC ZONE:
4
GOVERNING CODE:
- 1997 Uniform Building Code
1996 Edition of AISI Specificatlon tor the Design
of Cold-formed Structural Members
MATERIAL SPECIFICATIONS
CONCRETE: 2500 psi (28-day Strength)
CONCRETE REINFORCING: ASTM A615, Grede 60 (Fy = 60,000 psi)
METAL ROOF PANELS: ASTM A653, Grade 80 (Fy = 80,000 psi)
METAL WALL PANELS: ASTM A653, Grade 80 (Fy = 80,000 psi)
COLD-FORMED STRUCTURAL STEEL: ASTM A653, Grade 55 (Fy = 57,000 psi)
LATERALLOADS
WIND LOADS
W IND SPEED (mph) = 90
EXPOSURE= B
MEAN ROOF HEIGHT (ft.): 10.00
p = [Qs"Ce'Cq"Iw]
Qs (psf) = 20.7
Ce = 0.620
Iw = 1.0
p WIND PRESSURE (psf): 12.86
SEISMIC LOADS
PERP. TO
PERP. TO
SIDEWALL
ENDWALL
ZONE:4
4
Na (max.) = 1.5
1.5
Ca = .44'Na = 0.66
0.66
R = 4.5
5.6
V=(3.0'Ca/R)' W= 0.44 W
0.35 W
V=(2.5"Ca'I/R) " W= 0.36 W
0.29 W
rho = 1.00
1.00
= 2.80
220
E= rho' Vmax = 0.36 W
029 W
E allow. stress design = E/1.4 = 0.26 W
0.21 W
TOTAL SEISMIC DESIGN DEAD LOAD (Ibs.) = 12177
TOTAL SEISMIC BASE SHEAR (Ibs.) = 3189
Primary Frame Wind Pressures:
Vert. Projeded Areas: 13 16.7 psf (horizontal any diredion)
Horiz. Projected Areas: 0.9 11.6 psf (upward)
PERP. TO
SIDEWALL
Element Wind Pressures: Cq
Roof Elements: 1.3
Wall Elementr: 1.2
TOTAL WIND BASE SHEAR (Ibs.) = 15063
(wind govems)
Design Wind Pressure
16.7 psf (upward)
15.4 psf (inward or outward)
12177
2563
PERP.TO
ENDWALL
8411
(wind govems)
2/21/03 UP56689 Stahlecker(mezz).xls Design Param's. Page CS
ASK4 Engineering, Inc.
ROOF PURLIN DESIGN
SPAN
TRIB. WIDTH
LOAD (DL+SL)
LOAD (WIND - DL)
DESIGN BENDING MOMENT (DL+SL)
END SHEAR (DL+SL)
DESIGN BENDING MOMENT (WIND-DL)
END SHEAR (WIND-DL)
10.00 n.
3.53 ft.
113 Ibs./ft.
52 Ibs./ft.
2357 ft: Ibs.
564 Ibs.
813 ft:ibs.
195 Ibs.
(with Clf = 1.67)
(with Of = 1.67)
MEMBER SIZE USED Z4X16
INSIDE FLANGE UNBRACED LENGTH (FT.): 10.00 5.00 3.33
+Mn allow = 3023 3023 3023 ft: Ibs. (Mn values from
-Mn allow = 1747 2705 3023 ft: Ibs. RISA-2D analysis)
(Z4X16 PURLINS OK SPACED AT 3.53 FT. O.C., NO BRACES AT INSIDE FLANGE REQ'D.)
SIDEWALL GIRT DESIGN
SPAN
TRIB. WIDTH
LOAD (WIND)
BENDING MOMENT, Mn (WIND IN/OUT)
END SHEAR (WIND IN/OUT)
10.00 n.
3.28 ft.
51 Ibs./ft.
792 ft: Ibs. (with 4f = 1.67)
190 Ibs.
MEMBER SIZE USED Z4X18
INSIDE FIANGE UNBRACED LENGTH (FT.): 10.00 5.00 3.33
+Mn allow = 2324 2324 2324 ft: Ibs. (Mn values from
-Mn ailow = 1291 2081 2324 ft: Ibs. RISA-2D analysis)
(Z4X18 GIRTS OK SPACED AT 3.28 FT. O.C., NO BRACES AT INSIDE FLANGE REQ'D.)
ENDWALL GIRT DESIGN
SPAN
TRIB. WIDTH
LOAD (W IND)
BENDING MOMENT (WIND IN/OUT)
END SHEAR (WIND IN/OUT)
14.33 ft.
3.28 ft.
51 Ibs./ft.
1626 ft.-Ibs. (with 4f = 1.67)
272 Ibs.
MEMBER SIZE USED Z4X18
INSIDE FLANGE UNBRACED LENGTH (Ff.): 14.33 7.17 4.78
+Mn allow = 2324 2324 2324 ft: Ibs. (Mn values from
-Mn allow = 601 1730 2081 ft: Ibs. RISA-2D analysis)
(Z4X18 GIRTS OK SPACED AT 3.28 FT. O.C. WITH INSIDE FLANGE BRACED AT 7.16 FT. O.C. MAX.)
2/21/03 UPS6689 Stahlecker(mea).xls Purlin-Girt Calcs Page C2
U
C
O1
C
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ASK4 Engineering,Inc.
BRACE END CONNECTION DESIGN
Screw Size: #14
Ultimate Single Shear Screw Strength (Ibs.): 2450
il = 2.5
APEX BRACE
KNEE BRACE (MEZZ)
APEX BRACE (MEZZ)
n Screws
R3d (group
effect factor)
V single screw (Ibs.)
P(design allow2
22 0.63 497 10945
20 0.64 501 10026
10 0.68 535 5352
9 0.69 541 4873
CLEARSPAN FRAME WITHOUT MEZZANINE
(INSTALL (22) #14 SCREWS AT EACH END OF
MAX. KNEE BRACE FORCE (Ibs.): 10923 EACH KNEE BRACE)
(INSTALL (20) #14 SCREWS AT EACH END OF
MAX. APEX BRACE FORCE (Ibs.): 9703 EACH APEX BRACE)
CLEARSPAN FRAME WITH MEZZANINE
(INSTALL (10) #14 SCREWS AT EACH END OF
MAX. KNEE BRACE FORCE (Ibs.): 4995 EACH MEZZ. FRAME KNEE BRACE)
(INSTALL (9) #14 SCREWS AT EACH END OF
MAX. APEX BRACE FORCE (Ibs.): 4789 EACH MEZZ. FRAME APEX BR.4CE)
2/21/03 UP56689 Stahlecker(mezz).xls Brace End Conn's. Page C4
ASK4 Engineering, Inc.
SCREW CONNECTION DESIGN
z
0
'_0
H
0
z
ds = Nominal screw diameter (in.)
= 3.0
Pns = Nominal shear stength per screw (Ibs.)
Pnt = Nominal tension strength per screw (Ibs.)
Pnot = Nominal pull-out strength per screw (Ibs.)
Pnov = Nominal pull-over strength per screw (Ibs.)
gl = nominal gauge of inember in contact with the screw head (in.)
tl = Thickness of inember in contact with the screw head (in.)
g2 = nominal gauge of inember NOT in contact with the screw head (in.)
t2 = Thickness of inember NOT in contact with the screw head (in.)
Ful = Tensile strength of inember in contact with the screw head (Ibs.)
Fu2 = Tensile strength of inember NOT in contact with the screw head (Ibs.)
ROOF PANEL (Classic Rib 26 ga.)
gi =
26
g2 =
16
tl =
0.0179
t2 =
0.0598
Ful =
80000
Fu2 =
67000
Screw # =
12
ds (in.) =
0.216
ALLOWABLE SHEAR BASED ON CONNECTED MATERIALS:
t2/tl = 334
Pns (eq. E4.3.1-4) = 835
Aliowable Shear per Screw (92 = 3.0): 278
ALLOWABLE SHEAR BASED ON SCREW:
Allowable Shear per Screw = 625
Design Shear per Screw = 278
ALLOWABLE TENSION BASED ON CONNECTED MATERIALS:
Pnot (eq. E4.4.1.1) = 736
Pnov (eq. E4.4.2.1) = 671
Allowable Tension per Screw (Ibs.) = 224
Min. required allowable tension load
on #12 screw (Ibs.):
280
WALL PANEL (Classic Rib 26 ga.)
gl =
26
g2 =
18
tl =
0.0179
t2 =
0.0478
Ful =
80000
Fu2 =
67000
Screw # =
10
ds (in.) =
0.19
t2/tl = 2.67
Pns (eq. E4.3.1-4) _
Allowable Shear per Screw =
Allowable Shear per Screw =
Design Shear per Screw =
Min. required allowable
tension load on #10
saew (Ibs.):
735
245
517
245
517
671
224
280
2/21/03 UPSB689 Stahlecker(mezz).xls Screw Capacities Page CS
ASK4 Engineering,Inc.
ENDWALL VERT. MULLION DESIGN
LOCATION: LEFT ENDWALL
MAX. ENDWALL MULLION HT.: 19.62 ft.
MAX. TRIB. WIDTH:
10.00 ft.
DESIGN DISTRIBUTED LOAD:
154 plf
MOMENT:
9297 ft: Ibs. (with f2f = 1.67)
V horiz.:
1513 Ibs.
COMPOSITE DESIGN (Y/N)? N
VERT. MULLION MEMBER--> C08X14
DESIGN SECTION C08X14
FLYBR4CING ELEV. (ft.):
19.62
INSIDE FLANGE UNBRACED LENGTH
(FT.):
19.62
+Mn allow =
11006
-Mn allow =
3923
9.83
9.83
11006 ft.-Ibs. (Mn values from RISA-21D
9298 ft.-Ibs. analysis)
DEFLECTION : 1.34 in. (=L/175)
(C08X14 VERT. MULLION OK WITH FLYBRACING AT 9.8 FT. O.C. MAX.)
TOP CONNECTION:
INSTALL (2) #14-20 TEKS SCREWS INTO MULLION, (2) #1420 TEKS SCREWS INTO RAFTER.
LOCATION:
MAX. ENDWALL MULLION HT.:
MAX. TRIB. WIDTH,
DESIGN DISTRIBUTED LOAD
MOMENT,
V horiz.,
RIGHT ENDWALL (WEAK AXIS BENDING)
10.00 ft.
10.00 ft.
154 pif
2415 ft.-Ibs. (with flf = 1.67)
771 Ibs.
COMPOSITE DESIGN (Y/N)? N
VERT. MULLION MEMBER C08X14
DESIGN SECTION C08X14
FLYBRACING ELEV. (ft.):
10.00
INSIDE FLANGE UNBRACED LENGTH
(FT.):
10.00
+Mn allow =
11006
-Mn allow =
9298
9.83
9.83
11006 ft.-Ibs. (Mn values from RISA-2D
9298 ft.-Ibs. analysis)
DEFLECTION : 0.48 in. (=L/251)
(C08X14 VERT. MULLION OK, NO FLYBRACING REQ'D.)
TOP CONNECTION:
INSTALL (2) #14-20 TEKS SCREWS INTO MULLION, (2) #14-20 TEKS SCREWS INTO RAFTER.
2/21/03 UP56689 Stahlecker(meu).xls Endwall Vert. Mullions Page C6
ASK4 Engineering, Inc.
MEZZANINE FLOOR MEMBER DESIGN
FLOOR DEAD LOAD: 30 psf (INCLUDES 20 psf PARTITION DEAD LOAD)
FLOOR LIVE LOAD: 50 psf (OFFICE USE LOADING)
MAIN GIRDER DESIGN:
MAX. SPAN: 14.33 ft.
MAX. TRIB. W IDTH: 5.00 ft. (ASSUMING EACH GIRDER CARRIES 112 OF ONE BAY)
MOMENT: 10272 ft.-Ibs.
Mn REQ'D. 17155 ft.-Ibs. (with flf = 1.67)
V ends: 2867 Ibs.
MEMBER SIZE USED C12X12 (WITH 4" FLANGES)
DESIGN SECTION-> C12X12
COMP. FLANGE UNBRACED LENGTH
(Fr.): 2.00 (Mn values from
M allow (ASD) = 30519 ft.-Ibs. RISA-213 analysis)
L.L. DEFLECTION = 0.18 in. (=L/982)
T.L. DEFLECTION = 0.28 in. (=U614)
(C12X12 GIRDER OK SPANNING 14.33 FT., SPACED AT 5 Ff. O.C.)
MAIN GIRDER END CONNECTION:
CONNECT EACH END OF EACH GIRDER TO FRAME COLUMNS WITH A VERT. ROW
OF (4) A307 BOLTS SPACED AT 3 IN. O.C.
FLOOR JOIST DESIGN:
MAX. SPAN
MAX. TRIB. WIDTH
MOMENT
Mn REQ'D
V ends
10.00 ft.
1.33 ft.
1333 ft.-Ibs.
2227 ft.-Ibs. (with f2f = 1.67)
533 Ibs.
MEMBER SIZE USED Z6X18 (W ITH 2.5" FLANGES)
DESIGN SECTION Z6X18
COMP. FLANGE UNBRACED LENGTH
(FT.): 2.00 (Mn values from
M allow (ASD) = 2583 ft.-Ibs. RISA-2D analysis)
L.L. DEFLECTION = 0.16 in. (=L/758)
T.L. DEFLECTION = 0.25 in. (=L/474)
(Z6X38 FLOOR ]OISTS OK SPANNING 10 FT., SPACED AT 1.33 FT. O.C.)
FLOOR ]OIST END CONNECTION:
CONNECT EACH END OF FLOOR JOIST TO MAIN GIRDER WITH (2) #14 SCREWS
INTO EACH MEMBER OF GIRDER
2/25/03 UPSB689 Stahlecker(mezz).xls Mezzanine Floors Page C6A
ASK4 Engineering,Inc.
FOUNDATION DESIGN
CONCRETE STRENGTH (fc): 2500 psi
REINF. YIELD STRENGTH: 60000 psi
ALLOW. SOIL PRESSURE: 1500 psf
NOTE: FOOTING SHALL EXTEND BELOW IOCAL FROST DEPTH. CONSULT
LOCAL BUILDING DEPARTMENT FOR REQUIREMENTS.
SIDEWALL CONTINUOUS FOOTING
DEPTH OF FTG. BELOW GRADE
DESIGN SOIL PRESSURE
FOOTING WIDTH
FpOTING DEPTH
DOWNWARD LOAD AT FRAME
FOOTING AREA REQUIRED
NET UPLIFT LOAD FROM FRAME
NET UPLIFT FROM SIDEWALL X-BRACE
DESIGN d top
DESIGN d bottom
LENGTH FTG. REQ'D(DL+SN)
LENGTH FTG. REQ'D (UPLIFT)
Mu DESIGN MOMENT (k: Ibs.):
AREA OF STEEL REQ.
AREA OF STL. PROVIDED
a=
12 in. (MIN.)
1350 psf
12 IN. (MIN.)
12 IN. (MIN.)
10950 Ibs.
8.1 ft "2
1286 Ibs.
1583 Ibs.
10.0 in.
8.5 in.
8.1 ft. OK
5.7 ft. OK
TOP
BOTTOM
1570
18874
0.08
125
0.05
0.53
0.20
0.62
(A.C.I. FLEXURE TABLES)
OK
USE 12" WIDE BY 12" DEEP FOOTING W/ 7)-if4 TOP AND (2 -#5 BTM.
(NO SHEAR REINF. REQ'D)
FRAME'WEDGE-BOLT' ANCHOR DESIGN
SPECIAL INSPECTION (Y/N)?
Y
ANCHOR DIAMETER:
0.63
in.
ANCHOR LENGTH:
5.00
in.
5l8" DIAM. X 5"'WEDGE-BOLT' BOLT
m
# OF BOLTS AT FRAME BASES:
2
CAPACITIES (5" MIN. EMBEDMENT):
~ ci l,
FRAME MAX. TENSION:
1286
Ibs.
UNREDUCED TENSION (Ibs.): 4880
m
Q W~
FRAME MAX. SHEAR:
1922
Ibs.
UNREDUCED SHEAR (Ibs.): 4200
0 N~
X-BRACING MAX. TENSION:
1583
Ibs.
BASED ON SPACINGS,
QU, #
X-BRACING MAX. SHEAR:
2103
Ibs.
REDUCED TENSION (Ibs.): 3073
Q
EDGE DISTANCE:
6.00
in.
REDUCED SHEAR (Ibs.): 2688
>
'X' BOLT SPACING:
4.00
in.
(UNREDUCED TENSION VALUES INCLUDE A
1/3 INCREASE FOR WIND LOADS,
UNREDUCED SHEAR LOADS DO NOT)
COMBINED LOAD %(FRAME):
025
COMBINED LOAD °/a (X-BRACING):
0.31
USE (2) - 5/8" DIAM. POWERS'WEDGE-
BOLTS'WITH 5" EMBEDMENT
MAX. COMBINED LOAD
0.31
(SPECIAL INSPECTION OF INSTALLATION REQUIRED)
2/25/03
UP5B689 Stahlecker(mezz).xis Sidewall Slab Edge
Fdn. Page C7
ASK4 Engineering, Inc.
FOUNDATION DESIGN
CONCRETE STRENGTH (fc): 2500 psi
REINF. YIELD STRENGTH: 60000 psi
ALLOW. SOIL PRESSURE: 1500 psf
NOTE: FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULT
LOCAL BUILDING DEPARTMENT FOR REQUIREMENTS.
ENDWALL CONTINUOUS FOOTING
DEPTH Of FTG. BELOW GRADE
DESIGN SOIL PRESSURE
FOOTING WIDTH
FOOTING DEPTH
DOWNWARD LOAD AT MULLION
FOOTING AREA REQUIRED
NET UPLIFT LOAD FROM MULLION
NET UPLIFT FROM ENDWALL X-BRACE
DESIGN d top
DESIGN d bottom
LENGTH FTG. REQ'D(DL+SN)
LENGTH FTG. REQ'D (UPLIFT)
Mu DESIGN MOMENT (ft.-Ibs.):
AREA OF STEEL REQ.
AREA OF STL. PROVIDED
12 in. (MIN.)
1350 psf
12 IN. (MIN.)
12 IN. (MIN.)
5650 Ibs.
4.2 fl.^2
686 Ibs.
2787 Ibs.
10.0 in.
8.5 in.
4.2 k.
10.0 ft.
TOP
BOTTOM
4870
5025
0.26
0.32
0.15
0.18
0.20
0.20
a=
OK
OK
(A.C.I. FLEXURE TABLES)
OK
USE 12" WIDE BY 12" DEEP FOOTING W/ 7)-1W TOP AND (1)-p4 BTM.
(NO SHEAR REINF. REQ'D)
MULLION'WEDGE-BOLT' ANCHOR DESIGN
SPECSALINSPECTION (Y/N)?
Y
ANCHOR DIAMEfER:
0.63
in.
W m
~
ANCHOR LENGTH:
5.00
in.
5/8" DIAM. X 5"'WEDGE-BOLT BOLT
a~
# OF BOLTS AT FRAME BASES:
2
CAPACITIES (5" MIN. EMBEDMENT):
W w
MULLION MAX. TENSION:
686
Ibs.
UNREDUCED TENSION (Ibs.): 4880
Q p
MULLION MAX. SHEAR:
1513
Ibs.
UNREDUCED SHEAR (Ibs.): 4200
3~ ~
X-BRACING MAX. TENSION:
2787
BASED ON SPACINGS,
a w
X-BRACING MAX. SHEAR:
1506
REDUCED TENSION (Ibs.): 2873
a
EDGE DISTANCE:
5.00
in.
REDUCED SHEAR (Ibs.): 2688
'X' BOLT SPACING:
4.00
in.
(UNREDUCED TENSION VALUES INCLUDE A 1/3
INCREASE FOR WIND LOADS, UNREDUCED
SHEAR LOADS DO N0T)
COMBINED LOAD % (MULLION):
0.15
COMBINED LOAD %(X-BRACING):
0.42
USE (2) - 5/8" DIAM. POWERS
'WEDGE-BOLTS' WITH 5" EMBEDMENT
MAX. COMBINED LOAD
0.42
(SPECIAL INSPECTION OF INSTALLATION REQUIREC
2/21/03
UP5B689 Stahlecker(mezz).xls Endwall Slab Edge Fdn. Page C8
ASK4 Engineering, Inc.
CLEARSPAN FRAME ANALYSIS:
Analysis/Design Software: RISA-2D version S.S. by RISA Technologies
Overali Nominal Frame Width (ft.): 30.00
Nominal Frame Eave Height (ft.): 10.00
Roof Pitch (?:12): Gambrel Style
Frame Tributary Width (ft.): 10.00
Roof Snow (or Live) Load (psf): 30
Wind Speed and Exposure: 90 B
NQ
r
r
N{( - JOINT LABEL (SEE'RISA' ANALY515, PG. 2). .
(Mj) - MEMBER LABEL (SEE 'RISA' ANALYSIS. PC. 2)
15
~s
,7
FRAME NODE AND MEMBER D1AGRAM
(WITH DOUBIE FRAME MEMBERS AND
CONNECTIONS, RISA OUTPUT IS FOR HALF
LOADS ON SINGLE FRAME MEMBERS)
2/21/03 UP56689 Stahlecker(mezz).xls Gambrel Diagram Page 1
Company : ASK4 Engineering
February 21, 2003
9:34 AM
Designer : sml
Job Number :
Checked By:_
Joint Coordinates
Joint Label X Coordinate Y Coordinate Joint Temperature
11.1 fG)
1-1 N1 0 0 0
N2
0
7
0
N3
0
10
0
N4
1.377148
13.09312
Q
N5
2.754296
16.18624
0
N6
3.442871
17.73279
0
N7
5.654296
18.62627
0
Ng
12.28857
21.30669
0
22.20016
0
43
21.30669
4
57
18.62627
0
13
17.73279
0
M3
57
26.2457
16.18624
Q
85
13.09312
0
10
0
7
0
0
0
MemberData
Shape / Material Phys End Releases End Offsets Inactive
Member Label I Joint J Joint Rotate Section Set Memb I-End J-End I-End J-End Code Length
r..~ ffFl
M1
N1
N3
a rees
acL
SEC1
STL
-
Y
PIN
10
M2
N3
N6
SEC1
STL
Y
PIN
8.465
M3
N6
N9
SEC1
STL
Y
11.925
M4
N9
N12
SEC1
STL
Y
PW
11.925
MS
N12
N15
SEC1
STL
Y
PIN
8405
M6
N15
N17
SEC1
STL
Y
PIN
M7
N2
N4
SEC2
STL
PIN
PIN
6247
M8
N5
N7
SEC2
STL
PIN
PIN
3 79
M9
N8
N10
SEC2
STL
PIN
PIN
4.423
M10
N11
N13
SEC2
STL
PIN
PIN
3~~9
M11
N14
N16
SEC2
STL
PIN
PIN
6.247
Materials (General)
Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield SVess
i-n
Sections
Section Database Material Area SA SA I(90,270) I(0,180)
,._n.% r~nnI
SEC1 834C12G STL 1772 1.2 12 ~ 3.745 I 18-491
~ Avnr1nn c71 I 965 I 1.2 I 1.2 I 2.0 /8 ~ 2.811 ~
Stee/ Desi n/ NDS Parameters
Member Section Length Lb out Lb in L_comp Cb Sway
Label Set le out le in le_bend K out K in CH Cm B out in R
n
8
1
8
1
0.
M1
SEC1
10
8
.
.
1
0
~
M2
SEC1
8.465
$
$
1.
.8
'
0
M3
SEC1
11.925
8
8
1.
8
1
.
0
M4
SEC1
11.925
8
8
1.
8
1
1
. ,
0
~ M5
SEC1
8.465
8
8
1
.
8
~
.
~
M6
SEC1
10
8
$
1
•
'
RISA-2D Basic Version 5.5b [C:\...\UPS6689 Stahlecker\30-10-0-5-30-906-W U(no mezz).r2d] Page 2
Company
: ASK4 Engineering
February 21, 2003
Designer
: sml
9:34 AM
Checked By:
Job Number
:
_
Sfee/ Desip
n / NDS Parameters
(continued)
Member
Section Length
Lb out Lb in
L_comp Cb Sway
t i
R
C
B
label
Set
le out le in
ou
n
m
le_bend K out K in CH
f
ft ft
ft
t
M7
SEC2
6247
1.
1.
0.
M8
SEC2
3.79
1.
1.
0.
M9
SEC2
4.423
1.
1.
0.
M10
SEC2
3.79
1.
1.
0.
M11
SEC2
6247
Member Direct Distributed Loads Cateporv • DL BLC 1: ROOF DEAD
Member Label Direction Start Magnitude End Magnitude Start Location End Location
nlis. r, ifr , w i (ft or %1
M2
Y
V 10
-10
0
0
M3
Y
-10
-10
0
0
M4
Y
-10
-10
0
0
M5
Y
-10
-10
0
0
Member Direct Distributed Loads Cateporv : SL. BLC 2: ROOF SNOW
Member Label Direction Start Magnitude End Magnitude Start Location End Location
va r, lH...a/ 1 fffor°/1
M2
Y
IV/IL r
-6.101
-6.101
0
g
M3
Y
-139.078
-139.078
0
o
~
M4
Y
-139.078
-139.078
0
0
M5
Y
-6.101
-6.101
0
0
Member Direct Distributed Loads Cate(yorv : RLL BLC 3: ROOF LIVE
Member Label Direction Start Magnitude End Magnitude Start Location End Location
Ib/ft F Ib/ft F ft or % ft or %
0
M2
Y
0
0
0
!
Y
0
0
0
0
Y
0
~
0
0
M5
Y
I
~
0
0
0
Member Direct Distributed Loads Cateaorv : WL+Y, BLC 7: W/ND-OUT
Member Label Direction Start Magnitude End Magnitude Start Location End Location
ia,..oi) fftor°/)
M1
wm r
55.572
55.572
~
M2
50.768
50.768
0
0
M2
E
-22.603
-22.603
~
~
M3
-23.42
-23.42
~
~
M3
y
57.967
57.967
0
0
M4
X
18216
18.216
0
M4
Y
45.085
45.085
~
O
M5
X
31.73
31.73
0
MS
Y
14.127
14.127
~
O
M6
X
34.733
34.733
0
Member Direct Distributed Loads Cateporv : WL-Y, BLC 8: WIND-IN
Member Label Direction Start Magnitude End Magnitude Start Location End Location
lH,,,oi1 (ftor°/1
iortc, r
55.572
55.572
~
M2
E
50.768
50768
u
0
-
Y
-22.603
-22.603
0
0
7.807
7.807
0
0
r
Y
-19.322
-19.322
0
0
X
18.216
18.216
0
O
Y
45.085
45.085
0
o
X
31.73
31.73
0
O
RISA-21D Basic Version 5.5b
(C:\...\UPSB689 Stahlecker\30-10-0-530-90B-WU(no mea).r2d] Page 3
Company : ASK4 Engineering February 21, 2003
Designer : sml 934 AM
Job Number : Checked By:_
Member Direct Distributed Loads Cateaorv • WL-Y BLC 8(continued)
Member Label Directlon Start Magnitude End Magnitude Start location End Location
~ M5 Y 14127 I 1 z4127 I U ~ u i
~zz d ~z~ n I o I
Member Direcf Distributed Loads Cateaorv • EL BLC 9: EARTHQUAKE
Member Label Direction Siart Magnitude End Magnitude Start Location End Location
n~ip n !k nr 0/.1 (ft Of
M1
X
3.9
3.9
0
0
M2
X
3.9
3.9
0
0
M3
X
3.9
3.9
0
0
M4
X
3.9
3.9
0
0
M5
X
3.9
3.9
0
0
M6
X
3.9
3.9
0
0
Member Direct Distributed Loads Cateaorv : WLY. BLC 10 : WIND OUT RO
Member Label Direction Start MagniWde End Magnitude Start Locafion En frLocatlon
M1
X
IVlll1
0
~
0
M2
X
0
~
0
M2
Y
-22.603
03
0
0
M3
X
0
@
~
0
M3
Y
57.967
67
0
0
M4
X
0
~
~
M4
Y
45085
45.085
~
0
M5
X
~
~
~
~
MS
Y
14.127
14.127
0
0
M6
X
0
0
0
0
Load Combinafions
o~ r r-fnr RI C FaMnr BLC FBCtOf
Num Descn non trn vvo ~
1 DEAD LOAD ONLY 1
DL
°
1
2 FLOOR LIVE LOAD ONLY 1
LL
1
3 DL FLL 1
DL
1
LL
1
4 UBC 12-12 a 1
DL
1
LL
1
RLL
1
5 UBC 12-12 b 1
DL
1
LL I
1
SL
1
6 UBC 12-13 a 1
DL
.75
LL
75
WL+Y
.75
7 UBC 12-13 b 1
DL
.75
LL
.75
WL-Y
.75
8 UBC 12-13 c 1
DL
75
LL
.75
EL
.75
9 UBC 12-13 d 1
10 UBC 12-14 a 1
11 UBC 12-14 b 1
12 UBC 12-15 a 1
13 UBC 12-15 b 1
DL
DL
DL
DL
DL
.75
.75
.75
.75
.75
LL
LL
LL
LL
' LL
.75
.75
I 75
I.75
75
EL
WL+Y
WL-Y
SL
SL
I
-.75
.75
75
75
75
SL
SL
WL+Y
WL-Y
.375
.375
.375
.375
RISA-2D Basic Version 5.5b [C:\...\UPS6689 Stahlecker\30-10-0-530-906-WU(no mezz).2d] Page 4
Company : ASK4 Engineering February 21, 2003
Designer : sml 9:34 AM
Job Number : Checked By:_
Load Combinations (continued)
o., rn ai r c~~n,r ai r. Fantnr RLC Factor BLC Factor
IVUIII vcau` u~.i
14 UBC 12-16 a 1
DL
I
.75
LL
.75
SL
75
EL
.75
15 UBC 12-16 b i 1
DL
75
LL
75
SL
.75
EL
-75
16 UBC 12-16-1 a ~ 1
DL
.75
EL
75
17 UBC 12-16-1 b 1
DL
.75
EL
-.75
18 UBC 12-13 c ! 1
DL
J5
LL
75
WLY
.75
Envelo e Reactions
Joint Label X Force Y Force Moment
11~~ i ~ nhi I c llh-ftl Lc
N1
max
553.628
5
2137.558
5
0.000
1
min
-762.362
7
-367.806
6
0.000
1
N17
max
35.067
9
2137.558
5
0.000
1
min
-852.108
11
0.000
2
0.000
1
Reaction Totals :
max
177.782
15
4275.116
5
min
-1433.77
7
-226.879
6
Envelo e Member Section Forces
Member Label Section Axial Lc Shear Lc Moment Lc
nKt ❑hl
~ M1
1
max
2137.558
5
762.362
7
0
1
min
-367.806
6
-553.628
5
0
1
2
max'
2122.485
5
658.163
7
1384.071
5
min
-379.111
6
-553.628
5
-1775.633
7
3
max
2107.411
5
553.965
7
2768.142
5
min
-390.416
6
-553.628
5
3290.789
7
4
max
8045.68
7
1291.799
5
3229.499
5
min
-6082.916
5
-1396.783
7
-3622.205
7
5
max
8034.375
7
1291.799
5
0
1
min
-6097.99 11
5
-1500.981
7
0
1
M2
1
max
7950.269
7
1896.67
7
0
1
min
-6096.211
5
-1300.166
5
0
1
2
max
7927.028
7
1798.122
7
2771.502
5
min
-6138.994
5
-1319.214
5
3909.37
7
3
max
2018.556
5
292.7
5
4202.767
5
min
-560.69
6
-95.445
6
-6222.634
7
4
max'
1975.773
5
273.652
5
3603.525
5
min
-583.931
6
-193.993
6
-6246.012
7
5
max
6992.883
7
2053.039
5
0
1
min
1-2248.897
15
I-3716.906
7
0
1
~ M3
1
max
7612241
7
2261.23
11
0
1
min
-3027.464
15
-256.966
9
0
1
2
max
1035.725
5
1085.617
5
549.879
9
min
-250.47
6
-534.302
6
-5148.079
11
3
max
I 862.495
5
656.858
5
145.486
9
min
-263.897
6
-519.839
7
-4589.987
, 11
4
max
! 689.265
5
243.647
15
0
2
min
-277.324
' 6
I-599.669
7
-4757.33
5
5
max
15475.91 2
5
115.404
6
0
1
min
1-1122.113
6
.-2212.412
5
7
1
F-M4
1
max
5475.912
5
2212.412
' S
I 0
I 1
min
-887.347
6
-709.795
7
0
I 1
RISA-2D Basic Version 5.5b [C:\...\UPS6689 Stahiecker\30-10-0-5-30-906-WU(no mezz).r2d] Page 5
Company : ASK4 Engineering February 21, 2003
Designer : sml 934 AM
Checked By:_
Job Number :
Enve/ope Member Section Forces (continued)
Member Label Section Axial Lc Shear Lc Moment Lc
nh1 llhl (Ib)
M5
M6
C M7
C M8
C nns
2
max
689.265
5
54.455
9
1970.7821 7
min
-42.558
6
-655.699
11 ,
-4757.331 ! 5
3
max
862.495
5
17.956
9
3585.114 7
min
-29.131
6
-724.371
11
-3438.1411 5
4
max ~
1035.725
5
0
2
4974.363 ; 7
min
-15.704
6
-1085.616
5
-1264.986i 15
5
max
813.965
9
2220.962
7
0 I 1
min ~
-8450.076
11
-465.141
15
0 1
1
max
801.246
9
342.034
91
0 1
min
-7567.598
11
-4327.882
11
0 I 1
2'
max
1975.773 '
51
43.188
7
7319.298 I 11
min
0
2
-273.651
5
-556281 ; 9
3
max
2018.555
5
87.965
7
7372.788I 11
min ~
0
2
-292.699
5
-476.389 . 9
4
max
449.787
9
2167.8
11
4632.688 11
min
-9454.077
11
-125.261
9
-282.003 9
5
max'
470.511
9
2210.608
11
0 I 1
min
-9426.413
11
-141.263
9 i
0 I 1
1
max
487.29
9
62.324
9
0 1 1
min
-9510.59
11
-1814.587
11
0 1
1
2
max
498.595
9
55.012
9
4455.062 11
min
-9499.285,
11
-1749.463
11
-146.67 9
3
max
2107.41
5
721.86
11
3934.901 11
min
0
2
-20.442
9
-138.7731 9
4
max
2122.484
5
786.984
11
2048.85 11
min
0
2
-27.755
9
526 9
5
max
2137.558
5
852.108
11
0 1
min
0
2
-35.067
9
0 1
1
max
8380.953
5'
2.261
1 I
0 i 1
min
-5368.537
7
0
2 i
0 1
2
max
8375.952
5
1.13
1
0 2
min
-8372.287
7
0
2
-2.648 I 1
3
max
8370.951
5
0
1
0 2
min
-8376.038
7
0
1
-3.53 I 1
4
max
8365.95
5
, 0
2
0 2
min
-8379788
7
-1.13
5
I -2.648 I 1
5
max
8360.95
5
0
2
0 1
min
-8383.539
7
-2.261
5
0 ~ 1
1
max
4209.547
15
4.76
1
0 i 1
min
-8182.119
7
0
2
0 I 1
2
max
4208.045
15
, 2.38
1
0 I 2
min
-8183.621
7
0
2
~ -3.383 I 1
3
max
4206.544
1 15
0
1
0 I 2
min
-8185.123
7
0
1
-4.51 1
4
max
4205.042
15
0
2
0 2
min
-8186.625
7
-2.38
5
-3.383 1
5
max
4203.54
15
' 0
2
0 I 1
min
I-8188.126
7
I -476
5
0 I 1
1
max
894.453
6
7.26
1
0 ! 1
min
-5352.333
5
I 0
0 I 1
2
max
' 894.453
6
3.63
1
0 I 2
min
-5352.333
5
0
2
-6.02 ! 1
3
max
. 894.453
6
0
1
0 2
min
1-5352.333
5
0
1
-8.027 i 1
4
max
I 894.453
6
1 0
2
0 I 2
min
1-5352.333
5
-3.63
1
1 -6.02 I 1
5
1 ma
894.453
I 6
0
' 2
0 I 1
RISA-2D Basic Version 5.5b [C:\...\UPSB689 Stahlecker\30-10-0-5-30-906-WU(no mea).r2d] Page 6
Company : ASK4 Engineering February 21, 2003
Designer : sml 934 AM
Job Number : Checked By:_
Envelope Member Section Forces (continued)
Member Label Section Axial Lc Shear Lc Moment Lc
nhi llhl (Ib)
C M10
C M11
min
-5352.333
5 -7.26
1
0
1
max
9696.555 '
11
4.76
1
0
min
-812.51
9
0
2
0
2
max
969057
11
min
-811.008
9
3'
max
9699.559
11
0
min
-809.506
9
0
4
max
9701.061
11
0
2
min
-80804
9
-238
5
5
max
9702.563
11
0
2
0
1
min
-806.502
9
-4.76
5
0
1
1
max
10907.118
11
2.261
1
0
1
min
-316.594
9
0
2
0
1
7
x
ma
10910.869
11
1.1
1
0
2
P
1
mi
n
-312.844 44
9
0
2
-2.648
1
3
max
10914.62
11
0
1
0
2
min
-309.093
9
0
1
-3.53
1
4
max
10918.37
11
0
2
0
2
min
-305.342
9
-1.13
5
-2.648
1
5
max
10922.121
11
0
2
0
1
min
-301.592
9
-2.261
5
0
1
Envelo e Member ASD AISI 99 Code Checks
label Code Chk Loc Shear Chk Loc ASD Eqn. Message
raX i ,
1-1 Mi .723 7.083 7 120 10 7 C5.2.1-1
M2
.906
3.351
7
298
8.465
7
C5.2.1-1
M3
.801
2.36
7
.182
0
11
C5.2.1-1
M4
.697
2.36
5
.178
11.925
7
C5.2.1-1
M5
778
4.673
11
.347
0
11
C5.2.1-1
M6
571 I
3.021
11
.146
0
11
C52.1-1
M7
M8
Mg
.492
249
.165
2.473
2.013
I 2.211
5
7
5
.000
001
.001
6247
3.79
4.423
5
5
1
C5.2.1-1
C5.1.1-1
C5.1.1-1
M10
M11
.521
.640
I 2.013
3.774
11
11
001
000
379
6.247
5
5
C5.2.1-1
C5.2.1-1
RISA-2D Basic Version 5.5b [C:\...\UPSB689 Stahlecker\30-10-0-5-30-906-WU(no mea).r2d] Page 7
ASK4 Engineering, Inc.
CLEARSPAN FRAME ANALYSIS:
Analysis/Design SoRware: RISA-2D version 5.5. by RISA Technologies
Overall Nominal Frame Width (ft.): 30.00
Nominal Frame Eave Height (ft.): 10.00
Roof Pitch (?:12): Gambrel Style
(WIfH DOUBLE FRAME MEMBERS AND
CONNECTIONS, RISA OUTPUT IS FOR HALF
Frame Tributary Width (ft.): 10.00 LOADS ON SINGLE FRAME MEMBERS)
Roof Snow (or Live) Load (psf): 30
Wind Speed and 6cposure: 90 B
FRAME NODE AND N1EMBER DIAGRAM-
2/21/03 UPSB689 Stahiecker(mezz).xis Gam-KneeBr-Mz Diagram Page 8
Nf - JOINT' LA9EL (SEE ,RISA' .A.NALYSIS, PG., 2)
(Ai#) - MEFABER LABEL (SEE 'RISA' ANALYSIS, PG 2)
Company : ASK4 Engineering February 25, 2003
Designer : sml 9:10 AM
Job Number : Checked By:_
Joint Coordinates
Joint Label X Coordinate Y Coordinate Joint Temperature
ifli fftl (F)
N1
0
0
0
N2
0
7
0
N3
0
10
0
N4
1.377148
13.09312
0
N5
2.754296
16.18624
0
N6
3.442871
17.73279
0
N7
5.654296
18.62627
0
N8
12.28857
21.30669
0
Ng
14.5
22.20016
0
N10
16.71143
21.30669
0
N11
23.3457
18.62627
0
N12
25.55713
17.73279
0
N13
262457
16.18624
0
N14
27.62285
13.09312
0
N15
29
10
0
N16
29
7
0
N17
29
0
0
N~g
2
10
0
N19
27
10
0
N20
14.5
2-U
u
N21
14.5
0
0
Member Data
Shape / Material Phys End Releases End OffseGS Inactive
Member Label I Joint J Joint Rotate Section Set Memb I-End J-End i-End J-End Code Length
rnne nvnn nVM /iN fiN (ft)
M1
1
N3
OC ICGJ
oct
SEC1
STL
Y
•
,
.
PIN
10 I
M2
3
N6
SEC1
STL
Y
PIN
8.465
M3
6
N9
SEC1
STL
Y
11.925~
M4
9
N12
SEC1
STL
Y
PIN
11.925
M5
12
IN
N15
S EC1
STL
Y
PIN
M6
15
1
SEC1
STL
Y
PIN
10 I
M7
3
N15
SEC3
STL
Y
PIN
PIN
29 ~
M8
N5
N7
SEC2
STL
PIN
PIN
3.79 I
M9
N8
N10
SEC2
STL
P
IN
PIN
4.423
M10
N11
N13
SEC2
ST
!
]
IN
PIN
3•79
M11
N2
N
SEC2
ST
J
i
N
PIN
3.606
'
M12
N19
N
SEC2
ST
I
N
PIN
3.6
06
M15
N20
N21
SEC1
STL
Y
PIN
~
Materials (General)
Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress
Ratin foer 10"5 Fl (Ib/k^3) _ (psi)
Sections
Section Database Material Area SA SA I(90,270) I(0,180)
rn 1 am (4n.27o) !in^41 (in44) _
Laoei
SEC1
'
od G
8X4C12G
STL
1.772
1.2
1.2
3745
18.491
I
SEC2
C SEC3
4X4C14G
12X4C12G
STL
STL
.965
2.19
1.2
1.2
1.2
12
2.078
4.258
2•811
47.307
RISA-2D Basic Version 5.5b [C:\...\UPS6689 Stahlecker\30-10-0-5-30-906-WU(mezz).r2d] Page 9
Company : ASK4 Engineering February 25, 2003
Designer : sml 9:10 AM
Job Number : Checked By:_
Steel Desi n/ NDS Parameters
Member Section Lengfh Lb out Lb in L_comp Cb Sway
Label Set le out le in le bend K out K in CH Cm B out in R
if,N iM
M1
SEC1
10
8
8
1.
.8
M2
SEC1
8.465
8
8
1.
.8
M3
SEC1
11.925
8
8
1.
.8
M4
SEC1
11.925
8
$
~
a
l
M5
SEC1
8.465
8
8
1.
8
M6
SEC1
10
8
$
~
M7
SEC3
29
1.5
1•5
$
M8
SEC2
3.79
1.
1.
0
M9
SEC2
4.423
1.
1.
.
0
M10
SEC2
3.79
'
0
~
M11
SEC2
3.606
~
'
0
M12
SEC2
3.606
1.
1.
.
0
M15
SEC1
10
1.
1.
Member Direct Distributed Loads Cateaorv : DL BLC 1: ROOF DEAD
Member Label Direction Start Magnitude End Magnitude Start Location End Location
ll. v1 le / i Ift or %1
iorti, r
M2
Y
-10
-10
a
M3
Y
-10
-10
0
O
~
M4
Y
-1~
-10
~
M5
Y
-10
-10
0
0
Member Direct Distributed Loads Cateqorv : SL BLC 2: ROOF SNOW
Member Label Direction Start Magnitude End Magnitude Start Location End Location
.1 nhitt c~ fk or %1 (ft or _
M2
Y
-6.101
-6.101
0
~
~
M3
Y
-139.078
-139.078
0
0
M4
Y
-139.078
-139.078
0
~
MS
Y
-6.101
-6.101
0
~
Member Direct Distributed Loads Cateporv : RLL. BLC 3: ROOF LIVE
Member Label Direction Start Magnitude End Magnitude Start Location End Location
r» nr 0i % fk or %1
M2
Y
u
0
M3
Y
O
O
O
O
M4
~
Y
u
u
0
0
M5
Y
-
u
0
0
0
Memder Direct Distributed Loads Cate o: DL BLC 5: FLODR DEAD
Mem6er Label Direction Start Magnitude End Magnitude Start Location End Location
- - 11 iH...oi1 lftor°/1
Member Direct Distributed Loads Cate o: LL BLC 6: FLOOR LIVE
Member Label Direction Start Magnitude End Magnitude Siart Location End Location
itr „r 0i i (ft or
Member Direct Distributed Loads Cate o
: WL+Y BLC 7: WIND-OUT
Member label Direction
Start Magnitude
End Magnitude Start Location
0
End Location
r %
ft o
Ibfft F
/1
Iblft, f ft or
M1
X
55.572
55.572 0
O
M2
L
X
50.768
50J68 U
0
O
EE
M2
Y
-22.603
I -22.603_ 0
RISA-21D Basic Version 5.5b
[C:\...\UPS8689 Stahlecker\30-10-0-5-30-90B-WU(mezz).r2d]
Page 10
Company : ASK4 Engineering February 25, 2003
Designer : sml 9:10 AM
Job Number : Checked By:_
Member Direct Distributed Loads Catevorv • WL+y BLC 7(continued)
Member Label Direction Start Magnitude End Magnitude Start Location End Location
u. ...oi1 /Hnro/1
M3
X
-23.42
-23.42
0
0
M3
Y
57.967
57.967
0
0
M4
X
18.216
18.216
0
0
M4
Y
45.085
45.085
0
0
MS
X
31.73
31.73
0
0
M5
Y
14.127
14.127
0
0
M6
X
34.733
34.733
0
0
Member Direct Distribufed Loads Cateporv • WL-Y BLC 8: WIND-IN
Member Label Direction Siart Magnitude End Magnitude Start Location End Location
ra...oi% lftnr^/1
M1
X
55.572
55.572
0
0
M2
X
50.768
50.768
0
0
M2
Y
-22.603
-22.603
0
0
M3
X
7.807
7.807
0
0
M3
Y
-19.322
-19.322
0
0
M4
X
18.216
18216
0
0
M4
Y
45.085
45.085
0
0
M5
X
31.73
31.73
0
0
M5
Y
14.127
14.127
0
0
M6
X
34733
34.733
0
0
Member Direct Distributed Loads Cateqorv : EL BLC 9- EARTHQUAKE _
Member Label Direction Start Magnitude End Magnitude Start Location End Location
iN oG1
ivn, r
0
M1
X
3.9
3.9
0
M2
X
3.9
3.9
0
0
M3
X
3.9
3.9
0
0
M4
X
3.9
3.9
0
~
MS
X
3.9
3.9
0
~
M6
X
3.9
3.9
0
0
M7
X
20
20
0
0
Member Direct Distributed Loads Cateporv • WLY BLC 10 : WIND OUT RO
Member Label Direction Start Magnitude End Magnitude Start location End Location
ip,..oiI lknr%1
1
X
0 '
0
M2
X
0
0
2
Y
-22.603
-22603
3
X
0
0
3
Y
57.967
57.967
T
W
P
4
X
0
0
4
Y
45.085
45.085
5
X
0
0
5
Y
14.127
14.127
6
X
0
0
Load Combinations
ai c Fnrfnr al C Factor
Num
1
Descri tion env
DEADLOAD ONLY
vva r,
1
DL 1
i
2
FLOOR LIVE LOAD ONLY
1
LL 1
3
DL FlL
1
DL 1 LL 1
RISA-2D Basic Version 5.5b [C:\...\UPSB689 Stahlecker\30-10-0-5-30-906-WU(mezz).r2d] Page 11
Company : ASK4 Engineering February 25, 2003
Designer : sml 9:10 AM
Job Number : Checked By:_
Load Combinations (continued)
v.... ~nie on rn ai r r~~t- RI C Fnrmr RI C Facfnr RI C Faetnr
C UBC 12-12 a 1
DL
1
LL !
1
RLL
1
I
i
5 UBC 12-12 b I 1
DL
1
LL
1
SL
1 i
I
I
6 UBC 12-13 a 1
DL
75
LL
75
WL+Y
.75
I
7 UBC 12-13 b 1
DL
.75
lL I
75
WL-Y
.75
I
8 UBC 12-13 c 1
DL
.75
LL
.75
EL
.75 i
i
9 UBC 12-13 d 1
DL
.75
LL
.75
EL
-.75
10 UBC 12-14 a 1
DL
.75
LL
.75
WL+Y
75
SL
375
11 UBC 12-14 b 1
DL
.75
LL
.75
WL-Y
.75
SL
.375
12 UBC 12-15 a 1
DL
.75
LL
.75
SL
.75
WL+Y
.375
13 UBC 12-15 b 1
DL
J5
LL
1 .75
SL
75
WL-Y
.375
I
14 UBC 12-16 a 1
DL
1 .75
LL
75
SL
.75
EL
.75
15 UBC 12-16 b 1
DL
.75
LL
75
' Sl
75
I EL
-75
I
16 UBC 12-16-1 a 1
DL
.75
EL
1 .75
17 UBC 12-16-1 b 1
DL
.75
EL
-.75
18 UBC 12-13 c 1
DL
.75
LL
75
WLY
.75
Envelope Reactions
Joint Label X Force Y Force Moment
nhi I n (Ibl Lc (Ib-ft) lC
N1
max
581.685
15
4732.26
5
0.000
1
min
-474.312
7
356.989
16
0.000
1
N17
max
267.254
17
4732261
5
0.000
1
min
-960.824
11
356.989
17
0.000
1
N21
max
0.000
6
6670.994
3
0.000
1
min
0.000
9
745268
17
0.000
1
Reaction Totals :
max
612.782
15
16134.21
5
min
-1433.77
7
1922.838
17
Envelope Member Section Forces
Member Label Section Axial Lc Shear Lc Moment Lc
n~1 nh1 llhl
F- M1
1
max
4732.26
5
474.312
7
0
1
min
356.989
16
-581.685
15
0
1
2
max
4717.186
5
370.114
7
1445.07
15
min
345.684
16
-574.373
15
-1055.509
7
3
max
4702.113
5
265.915
7
2871.861
15
min
334.379
16
-567.06
15
-1850.541
7
4
max
3798266
11 1
1330.4531
15
3335.272
15
I
min
-87229
17 1
-724.667
7
-1941.916
7
5
max
3786.961
11
1337.765
15
0
1
min
-883.595
17
-828.866
7
0
1,
RISA-2D Basic Version 5.5b [C:\...\UPS6689 Stahlecker\30-10-0-5-30-90B-WU(me7z).r2d] Page 12
Company ASK4 Engineering February 25, 2003
Designer : sml 9:10 AM
Job Number : Checked By:_
Enveloae Member Section Forces (continued)
Member Label Section Ncial Lc Shear Lc Moment Lc
nhi (Ib) Ob)
M2
1
max
2420.465
5
422.66
7
0
1
min i
-317.339
6
-379.724
5
0
1
2
max
2377.682
5
324.112
7 I
823.707 I
5
min
-340.58
6
-398.772
5 I
-790.142
7
3
max
2334.9
5
225.565
7
1687.723
5
min
363.821
6
-417.82
5
-1371.742
7
4
max
2292.117
5
127.017
7
2592.0481
5
min
-387.062
6
-436.868
5 I
-1744.801
7
5
max
2287.525
7
1633.192
5
0
1
min
-2059.507!
5
-1099.36
7
0
1
M3
1
max
2409.188
7
798.232
7
0
1
min
-2615.996
5
-285.681
15
0
1
2
max
1756.852
5
794.262
5
599.811
15
min
-282.158
6 I
-218.084
6
-1781.72
7
3
max
1583.622
5
365.503
5
65.15 I
9
min
-295.585
6
-164.929
7
-1820.081
11
4
max
1410.3921
5
15.78
17
163.055
6
min
-309.012
6
-263.812
11 I
-1659.33
5
5
max
2080.748
5
109.565
6
0
1
min
-356.68
6
-840.677
5
0
1
C M4
1'
max
2080.748
5
840.676
5
0
1
min
-332.684
6
-330.506
7
0
1
2
max
1410.392
5
72.527
15
860.213
7
min
-285.016
6
-233.864
7
-1659.328
5
3
max
1583.622
5
.045
2
1444.9061
7
min
-271.589
6
-365.503
5
-1208.771
5
4
max
1756.852
5
65.495
6
1981.369
11
min
-258.162
6 ;
-794.263
5
-174.186
17
5
max
124.218
17
893.012
11 '
0
1
min
-3184.562
11
-77.066
17
0
1
~ M5
1;
max
142.889 '
17
30.853
17
0
1
min
-2911.122
11
-1677.638
13
0
1
2
max
2292.118
5
436.868
5
2662.582
13
min
-242.224
6
-27.604
6
-48.967
17
3
'max
2334.9
5
' 417.82
5
1801152
13
min
-218.983
6
.109
2
I-66.507
17
4
max
2377.683
5
426.045
13
921.067
11
min
-195.742
6
-15.714
17
-50.185
17
5
max
2420.466
5
456.66
11
0
1
min
-172.5
6
-31.716
17
1 0
1
~ M6
1
max
3350.1
15
604.092
17
0
1
min
-1693.664
7
-2068.258
11
0
1
2
max
3361.406
15
59678
17
' 5089.24
i 11
min
-1682.359
7
-2003.134
11
I-1501.09
17
3
max
4702.114
1 5
830.576
11
4478.482
11
min
334.379
17
I-252.629
17
.-1299.705
17
4
max
4717.187
5
895.7
11
2320.64
I 11
min
345.684
17
-259.941
17
-658.992
117
5
max
4732.261
5
960.824
11
0
1
min
356.989
17
-267.254
17
0
1
M7
1
max
1 1187.183
7
2917.86
7
0
I 1
min
-2395.949
15
-1174.08
17
0
1
2
max
531246
6
163.596
17
1 981.71
I 17
min
-964.33
5
-631.681
7
-6119.06
1 7
3
1 max
531.246
~ 6
! 3305.35
3
8743.349
I 5
min
-964.33
5
I-2847.208
7
! 928.016
, 17
4
max
i 531.246
6
464.704
9
981.71
16
RISA-21D Basic Version 5.5b [C:\...\UPSB689 Stahlecker\30-10-0-5-30-90B-WU(mea).2d] Page 13
Company : ASK4 Engineering February 25, 2003
Designer : sml 9:10 AM
Job Number : Checked By:_
Envelope Member Section Forces (continued)
Member Label Section Axial Lc Shear Lc Moment Lc
Ib Ib Ib
C nns
M9
C M,o
= M11
F- M12
C M, s
min
-964.33
5 ~
-163.596
16
-4862.529
9
5
max:
536.706
17
1809.091
11
0
1
min
-2902.134
11
-1851.278
9
0
1
1
max
4788.576
5
4.76
1
0
1
min
-2572.539
7
0
2
0
1
2
max
4786.574
5
2.38
1
0
2
I
min
-2574.041
7
0
2
-3.383
1
3
max 1
4784.571
5
0
1
0
1
2
1
min
-2575.543
7
0
1
-4.51
1
1
1
4
max
4782.569
5
0
2
0
2
min
-2577.045
7
-2.38
5
-3.383
1
5
max
4780.566
5
0
2
0
1
min
-2578.547
7
-4.76
5
0
1
1
max
69.925
7
7.26
1
0
1
min
-912.77
5
0
2
0
1
2
max
69.925
7
3.63
1
0
2
min
-912.77
5
0
2
-6.02
1
3
max
69.925
7
0
1
0
2
min
-912.77
5
0
1
-8.027
1
4
max
69.925
7
0
2
0
2
min
-912.77
5
-3.63
1
-6.02
1
5
max
69.925
7
0
2
0
1
min
-91277
5
-7.26
1
0
1
1
max
4780.569
5
4.76
5
0
1
min
1243
2
0
2 I
0
1
2
max
4782.572
5
2.35
5
0
2
min
1243
2
0
2
-3.383
5
3
max
4784.575
5
0
1
0
2
min '
1.243
2
0
1
-4.51
5
4
max
4786.577
5
0
2
0
2
min
1.243
2
-2.38
1
3.383
5
5
max
' 4788.58
5
0
2
0
1
min
1243
2
-476
1
0
1
1
max
3411.3
15
3.283
3
0
1
min
-1594.258
7
0
2
0
1
2
max
3409.453
15
1.641
3
0
2
min
-1596.105
7
0
2
-2.219
3
3
max
3407.607
15
0
1
0
2
min
-1597.951
7
0
1
-2.959
3
4
max
3405.76
15
0
2
0
2
min
I-1599.798
7
-1.641
1
-2219
3
5
max
3403.913
15
0
2
0
1
min
-1601.645
7
-3283
1
0
1
1
max
4987.446
11
3.283
3
0
1
min
-1521.804
17
0
2
. 0
1
2
max
4989.293
11
1.641
3
I 0
2
min
-1519.957
17
0
2
-2.219
I 3
3
max
4991.139
11
0
1
11 0
2
min
1 -1518.11
17
0
1
-2.959
3
4
max
4992.986
11
0
2
~
min
-1516.264
17
-1.641
5
, -2.219
3
5
max
4994.832
11
0
2
0
! 1
min
-1514.417
17
-3283
5
0
1
1
max
' 6610.7
3
0
1
I 0
1
min
700.047
17
0
1
0
1
2
max
6625.773
3
0
1
0
1
min
~ 711.353
17
0
1
I 0
1
RISA-2D Basic Version 5.5b [C:\...\UPS6689 Stahlecker\30-10-0-530-906-WU(mezz).2d] Page 14
Company : ASK4 Engineering February 25, 2003
Designer : sml 9:10 AM
Job Number : Checked By:_
Envelone Member Section Forces (continued)
Member Label Section Axial Lc Shear Lc Moment Lc
nM llhl (Ib)
3
max
6640.847
3
0
1 0
1
min
722.658
17
0
1 0
1
4
max
6655.92
3
0
1 0
1
min
733.963
17
0
1 0
1
5
max
6670.994
3
0
1 0
1
min
745.268
17
0
1 0
1
Envelo e Member ASD AISI 99 Code Checks
Label Code Chk Loc Shear Chk Loc ASD Eqn. Message
/H\ I n
M1
.538
Il
6.979
LV
15
.107
10
15
1-1
M2
358
6.701
5
.132
6.789
5
1-1
M3
.270
2.36
7
.069
2.484
5
1-1
M4
.244
9.441
11
.076
9.565
11
1-1
M5
.358
1.763
5
.135
0
13
1-1
M6
.722
3.021
11
.166
0
11
1-1
M7
.471
14.5
3
.393
14.5
3
1-1
!
M8
.258
1.777
5
.001
3.79
5
1-1
M9
.030
2.211
5
.001
4.423
1
1-1
258
2.013
5
001
0
5
1-1
11
M
.182
1.577
7
0
3
1-1
M12
.267
2028
11
.001
3.606
5
1-1
M15
272
10
3
000
0
1
1-1
C5.2.1-1
RISA-21D Basic Version 5.5b [C:\...\UPS6689 Stahlecker\30-10-0-5-30-90B-WU(mezz).2d] Page 15
SECTION PROPERTIES AND LOAD TABLES
"114-
9„
36" Coverage
Anti-5iphon
1'l;'
WIDTH
YEIl
D
• PROPERTIES
WEIGHT TOP IN COMPFESSION' BOTTOM IN COMPRESSION'
GAUGE
(in)
.
KSI
PSF Ixx
in°/ft
Sxx
irr3/ft
Ma Ixx
(k-in) in'/ft
Sxc
irr'/ft
Ma
(k•in)
30 36"
80
.62 .0090
.0137
0.49 .0053
.0111
0.40
29 36"
80
70 0100
0151
0.54 .0060
.0124
0.51
26 36"
80
.86 .0123
.0190
0.68 .0080
.0160
0.65
1-Span
ALLOWABLE
Inward (Gravity / Deflection) Load26
•AD
Outward Uplift (Stress) Load'
GA.
Width
Ksi
2'
2.5'
3'
3.5'
4'
S'
2'
2.5'
3'
3.5'
4'
5'
30
36"
80
82
50
29
18
12
6
89
57
39
29
22
14
29
36"
80
90
56
32
20
14
7
99
63
44
32
25
16
26
36"
80
114
69
40
25
17
9
128
82
57
42
32
20
2-Equal
Spans
Inward (Gravity / Deflection) Load20
Outward Uplift (Stress) Load'
GA.
Width
Ksi
2'
2.5'
3'
3.5'
4'
5'
2'
2.5
3'
3.5'
4'
5'
30
36"
80
66
42
29
22
17
11
107
69
48
35
27
17
29
36"
80
73
47
33
24
18
12
118
76
53
39
30
19
26
36"
80
94
61
42
31
24
15
149
96
67
49
38
24
3 or more•
Equal Spans
Inward (Gravity / Defleclian) Load24
Outward Uplift (Stress) Load'
GA.
Width
Ksi
2'
2.5'
3'
3.5'
4'
5'
2'
2.5'
3'
3.5'
4'
S'
30
36"
80
76
49
34
25
19
12
124
80
56
41
32
20
29
36"
80
85
55
38
28
22
13
137
89
62
46
35
22
26
36"
80
110
71
49
36
28
16
172
111
78
57
44
28
1. Theoreaca] section propetties have been calculated per AIS[ 1996. "$pecifications for [he design ot cold toRned steet membeis:' L'cz and
Sxx are effective sec[ion propenies for defleccion and bending.
2. Tabulared loads are allowable loads caiculaeed in acmrdance wieh eood eneineenns prac[ices and wieh AISI 1996 specificarions for bending
stres'ses. Panel wei6t has noi been subtrac[ed from allowable graviry loads. Allouable foad does no[ address web crippling requirement, or
fasteners/support connec[ion.
3. Allowable loads are calculaeed in accordance wi[h AISI 1996 specifica[ions, and ha%z been increased by 331h`.'a for wind uplifc Contact
Metal Sales Technical Szrvices Departmen[ for more infortnation.
4. Deflec[ion considera[ion is limi[zd by a ma<imum Geflection ra[io of 1_7180 of span.
S Sleul $aies Slanutecmnne Coryoruiom Subjec[ ro chanee ~riout no[i¢/ Etieni, Da,t 5I02 ~ I
81 `,:Jj,;935 iCorpom¢ Ofnce) • www.mtlsales.cam
, ,_~-...~,~..~...w~~..r,,~~, ~
I ; ~ t } ~
~ ~
~ jj ,
7 4 ~°4}~ x r, R
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,~..m„~ ,.vim ~avegA. ~
.w..-~ 'mow..,: ~ d ~ rq
Rt~QF PURLINS
PER ~GNEDUL.E ~ i ~ g , ~ , 11 ~ ~ ~ ~ .p
I x
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~ ,....a..~.» ~.....~....wm,.... w ~ a
w„-. ,a,~, . __.~~.~.~.m~, r..;,,,~ ~..m.:...___y..w., _ ~@}' i 4 .v~ ;eat t {y.. ! 9 I Si+.* ~ , B ds 6wN k. # ' F i~ 4, a 4*.... 4m,:v. j(
I ~ ~a. ~ n « c~F
~.~~..~W '~,4 °ER 5G~-iEi~U,'~..E
~~v ~
a,
w ~
r. ~ ~ ~ ~
M k %
` n M<i • ~ ~ ~ ~ F ~ - ~
X-BR,4GING TYP., ~ ~ ~ I _
5EE DETAIL M/2
may,:,,.,--:
3 ~ I L?~Y~L.1. ~XT~1Q.101°~ ~L.~~l,~T I ON +en 4
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DEPARTMENT OF PLANNING AND DEVELOPMENT
` BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Building Permit Number
Date
11969
4/4/2001
Property Owner :
Property Address : 4343 NEWCOMBE ST
Contractor License No. :
Company:
Phone: 425-5416
Phone :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certiry 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 ayree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with lhe Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED ~ A`'6fZ_ DATE 7 _XJ -v~
ConstructionValue:
$1,000.00
Permit Fee :
$38.75
Plan Review Fee :
$0.00
Use Tax :
$25.00
Total:
$63.75
US2 :
Description : 6' WOOD FENCE ALONG NORTH AND WEST SIDE OF PROPERTY (36" IN FRONT SETBACK)
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. :
mmaggswom Approval : MLC COMPLIES WI FENCE REGS. pIC88E Note:
Zoning : A-1 ~~1 car*slclor Is nesppnsible for locating p
a~d cousWcting improvcments accordin
F 4/3/01 36" IN FRONT SETBACI~pproved plan and required development stand
Approval : BG ° CitY is not responsible for inaccurate infomi
submitted within the plan set and any construct
„e.,Wk.~,sW"I"I errors resulling from inaccurate information.
Approval:
Occupancy : Walis : Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company: Company: Company:
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
(1) This permit was issued in accordance with the provisions set forth in yopur application and is sub'ect to the laws of the State of Colorado and to the Zoning
Regula6ons and Building Cotle of Wheat Ridge, Colorado or any other applicable ordinances of t~e Ciry.
(2) This pertnit shall expire if (A) the work authorized is not commenced within sixty (60) tlays trom issue date or (B) the builtling authorized is suspended or
abandoned for a period of 120 days.
(3) IFthis permit expires, a new permit may be acquired for a fee of one-halF the amount normally required, provided no changes have been or will be made in the
ori9inal plans and specifwtions antl any suspension or abandonmenf has not exceeded one (i) year. If changes are matle or R suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections antl shall receive wntten approval on inspection card before
proceediing with successive phases of the job.
(6) The issuance of a pertnit or the approval of drawings and specifcations shall not be construed to be a permit tor, nor an approval of, any violation of the provisions
of [he ytlliryng codes or any other ordinance, law, rule or regulation.
the
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner : 1q/lorN f S t°` 4 /F c
Property Address : 3 Al R <J
Contractor License No. :
Phone : ~ 3 y~ ~y/(0
Company : Phone :
OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certiy that the setback distances proposed by this pertnit appliwtion are accurate,
and do not violate appliwble 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 asree to abide by all conditions printed on this
application, and that I assume full responsibility for wmpliance with the Wheat Ridge Building
Code (U.B.C.) and all ather applicable Wheat Rid e ordinances, for work under this pertnit.
i
(OWNER)(CONTRACTOR) SIGNED DATE " 2"O ~
Building Permit Number :
Date: 2
Construction Value au o
Permit Fee :
Use Tax :
Total :
Use
Description r L,I o o
~ r
o^ J /°Q.-
ca./ov9 `z9s/we31-~F /ad
BUILDING DEPARTMENT USE ONLY
im~ W/vf~cQ ~s , sic :
Approval :kO-
Zoning: A-I
Approval: Gf~3~61
Approval :
Occupancy : Walis
Electrical License No :
Company :
Expiration Date :
Approval:
S"14
Sq. t. ~ y
C
S
Roof : Stories : Residential Units :
Plumbing License No Mechanical License No :
Company: Company:
Expiration Date : Expiration Date :
Approval : Approval :
(1) This pertnR was issueO in aaortlance with ihe provisions set forth in yopur applicaGOn and is subjecl to ihe laws of the State of Coloratlo and to Ue Zoning
Regulalions and Building Code o( Wheat Ridge. Colo2tlo or any oNer apDlicaDle ortlinances of the Ciry.
(2) This pertnit shall expire i( (A) the work aulhorized is not commencetl within sixty (60) tlays from issue date or (B) the builtling auMonzed is suspentletl or
abantloned for a penod of 720 tlays.
(3) If ihis permit expires, a new pertnit may be acquiretl for a fee of one-half the amount nortnalry reQUire4 provi0etl no changes have Oeen or will be made in the
onginal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are matle or d suspension or abantlonment
exceeds one (1) year, full tees shall be paitl for a new permtt.
(4) No work of any manner shall be tlone ihat will chan9e the natural fiow of water causing a Orainage problem.
(5) Contrector shall notiry the Building Inspec[or twenry-tour (24) hours in advance For all inspections and shall receive written approval on inspection card before
proceetliing with successivephases olthe '~ob.
othe PoM nalncetl law ~msle or dregulationbons shall not be wnstrued to Ue a permtt for, nor an approval of, any violation of the pravisions
coOi th
(6) o the buatlig o e or any
~f+
Chief Building spector
1 Yt Q
~ ~ C •
O ~
r
P1ase Noh:
Owner / contrutor is responsible fot Iorating propetty
lines and constructing improvements accotding W the
appzoved plan and required developmenf standards.
'Ihe City is not respansible for inaccurato icd'ormation
su6mitted within the plan set and any construction
errors resulGng from inaccurate ir.foma!ion.
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_ S�1NSPECTI N R CORD Occu�ancv/Type
4f: INSPECTION REQUEST LINE: (303) 234-5933
Inspections will not be performed unless this card is posted on the project site.
Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date
Inspector Comments
Initials
Pier
Electrical
Concrete Encased Ground (CEG)
Mid -Roof
Foundation / P.E. Letter
Underground/Slab Inspections Date
Inspector
Comments
Comments
Initials
Electrical
Mid -Roof
Sewer Service
Plumbing
Rough Electric
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
Lath / Wall Tie
Rough Electric
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw/ Nail
Final Inspections
Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
Final Building
NOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
*Fnr Inu■ ve�l4.�nn r. .ti.a� oi,,,.,.,, ■.,. ,. .. ai....a _
-- -----:+- .-----••-- •--^�� • -a+• III ulop—LIViia 01V l.Vnymmu i:u:n u:e rnre uisuict ano electrical low voltage
by the Building Division.
**For Inspection Time Window — Please email inSptimerequest@CI.wheatridge.CO.US by 8:00 A.M. the morning of the
inspection with the property address in the subject line of the email. Time window is based on the inspector's route.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
b* A , City of Wheat Ridge
Residential Roofing PERMIT - 201701049
PERMIT NO:
201701049
ISSUED:
05/31/2017
JOB ADDRESS:
4343 Newcombe ST
EXPIRES:
05/31/2018
JOB DESCRIPTION:
Tear off & reroof
w/Owens Corning
duration in Shasta
White - 5/12 pitch; 16
squares
*** CONTACTS ***
9WNER (720)937-1669
STAHLECKER DIANE
SUB (303)425-7531
John Borfitz
019983 J & K
Roofing Inc.
*** PARCEL INFO ***
ZONE CODE:
UA / Unassigned
USE:
UA / Unassigned
SUBDIVISION CODE:
2408 / FRUITDALE,
LEES, STONERIDGE BLOCK/LOT#: 0 /
*** FEE SUMMARY ***
ESTIMATED PROJECT VALUATION:
6,602.00
FEES
Total Valuation
0.00
Use Tax
138.64
Permit Fee
156.75
** TOTAL **
295.39
*** 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 k/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€lms 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.