HomeMy WebLinkAbout3820 Simms StreetCITY OF WHEAT RIDGE
Bullding inspection Division
(3
303) 234-5933 Inspection line
(303) 235-2855 office * (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type A AZ Am
Job Address Mwo Srrrms �r
Permit Number le-V775
_
♦ 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: 1n1oReg:>1°
Job Address: 3�'a S,nrrr S s 7
Permit Number:
❑ No one available for inspection: Time
Re- Inspection required: Yes ' N 1
When corrections have been made, call for re-Inspection at 303 - 234 -5933
Date: S/.?/io Inspecto
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
r4000r- Residential Roofing PERMIT - 100995
PERMIT NO: 100995 ISSUED: 04/20/2010
JOB ADDRESS: 3820 SIMMS ST EXPIRES: 10/17/2010
DESCRIPTION:. Reroof.44 sgs,with concrete the
***.CONTACTS
owner 720/377-88G9 Rocco Ostuni
sub 30.3/466-7386 Bob Bellitt 01 -8626 Arapahoe Roofing &;SIM
**-PARCEL -:INFO
ZONE CODE: UA `USE: UA
SUBDIVISION: 0125 BLOCK/LOT#: 0/
:FEE SUMMARY =ESTIMATED PROJECT VALUATION: 24,271.00
FEES
Permit Fee 508.70
Total Valuation .00
Use `Tax 436.88 i
**:TOTAL 945.58
Conditions:
6 nails per :shingle :is required. Ice dam membrane is required from eave edge to
2' inside exterior walls. Board sheathing. with any gap greater than 1/2°
requires panel sheathing overlay on. entire roof. Sheathing inspection is ,
required prior to covering. Midroofinspection is not required on permits
purchased after 4/18/10. Contractor. shall provide ladder for inspections.
Scheduled inspections that cannot be performed due to inclement weather must be
cancelled prior to 8:30 a.m. on the. day of inspection or a re-inspection fee
will be assessed.
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
applies on a ah I assume full. responsibility for compliance with the Wheat Ridge Building. Code (I.B.C) and all other
applrcabl t. i ge Ordinances, for work under this permit. Tans subject to :field inspection.
u (d-D
Sign
a re 4 oontr for caner "date
1. Th1 pe mit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the zoning Regulations and Building Codes of Wheat..: Ridge, Colorado or any other applicable
ordinances of the city..
2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration
date. An extension may. be granted at the discretion of the Building Official.
3. If ..this permit expires, 'a new permit may be acquired 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 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 phasesof the job.
5. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor
an approval rf y violation of the provisions of the building codes or any other ordinance, law, rule or regulation.Allpsubject to field. inspections
Signature f C ef. Building' Official date
LNSPEA ION REQUEST LINE: (303)234-5933 :BUILDING OFFICE: (303)235-2855 REQUESTS MUST 13E MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
l ,7 City of
y y he2,t t l~e Date:
COMMUNITY DEVELOPMENT
Plan
Building & Inspection Services Division Permit # I~OqK
7500 W. 29t" Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
4 Building, Permit Application
'roperty Address:; J c~~ 0401 5 J~
Property Owner (please print)' IZo c Phone: 7,)'D - 3 if 6
Mailing Address: (if different than property address)
Address:
City, State, Zip:
(~yG LC l 2-4vG &Z. B00 3
Contractor: ~p . c o S/ /~c ~cr 1 ~ .
Contractors City License D (o Phone: 36 -46C- 7-3
Electrical: Plumbing: Mechanical:
City License # City License # City License #
Aescrlo3ion~o# work
~ 2C ~vt.~C S~ccs(4 S~ S f rh S{xi(. '^-~-w G`
on act
((4 ue:
C ~tfS and Gorr:,-~t~ 061 4~~ (r
i,j Sl-.h,~t ~P,M aN. Low-.S CO l A:.-C.a 6-6)
V°'*^ Review Fee (due at time of submittal):
Squares
tq r BTU's Gallons Amps Sq Ft. $
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances,
rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for. work under any permit issued based on
this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work
and am also authorized by the legal owner of any entity included on this application to list that entity on this application.
CIRCLE ONE: (OWNER) (CON~TRAC~jTOI~R or (AUTHORIZED REPRE ENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NAME: ~ o L /Y." t' V °.7 SIGNATURE: DATE: J
n _ ~ .Fy~~ s? ~ ~ > ~°~ap~ ..rs a r 1: ..z r inaa ,..,,`"n~~n~ ✓ ~ it "i" ri i ti
u
ncncye s r i h rA w z.. rl a riG nv? n F<<.N\„ I
~yFIRE DEPARTtv)ENT Oap 7tOVR~W/C'~~ ' ~n ~~''~~n~
w P, ~n n,Amm~pts,rls~i~sattprovecf,p~~op~ufeS~rreq(aired~~" Bldg Valuation: $
STRUCTURAL ROOF
05R5AMING EVALUATION REPORT ~P0 RECi
Job No. o .aE-N Ff
Date signed: March 23, 2 02 3839 z
3°. W
O'er S
Arapahoe Roofing FSS•
F
11936 Wadsworth Blvd ONAL
~
Broomfield, CO 80020
Attn: John Werpy
Re: Structural feasibility of re-roofing the Ostuni
residence at 3820 Simms St, city of Wheatridge
Dear Mr. Werpy:
On March 3, 2010, David' Be
above residence fo
structural feasib
weight concrete tile
11.0 pounds per
criteria includes:
Residential Code ('I]
jurisdiction; snow 1
exposure C; seismic :
30 psf;
The existing roof framin
fan, and special trusses witl.
sloped at an 8:12 'pitch, and
supporting walls; at the rea
rafters with a 48" spacing,
total span over a (2) 2x8 beam
loading stamp on a` few' of tl
computer analyses on several
portions of the roof framing.
njami_n of our office
j roof framing at the
of determining the
_ng with ` new standard
g a maximum weight of
f). Structural design
is, 2006 International
by the local building
wind speed is 100 mph,
consists of all W, mono,
a 24" spacing, top chords
pans up to 301-6" between
porch, there were 2 x 8
4:12 pitch, and a 9'-6"
Mr. Benjamin saw a "30/50"
trusses, and I performed
f the special trusses and
None of the roof framing described above will be
overstressed under maximum load conditions except for
approximately seven (7) 2 x 8 rafters spanning 9'-6"
across the rear porch; accordingly, I recommend that new
No. 2 or standard grade S-P-F 2 x 8 rafters be installed
in between the existing rafters so that the maximum
spacing is 24" o.c., use the same-hangers as existing. At
the exterior (2) 2 x 8 beam, install new 7-1/4" LVL sister
member on one side w/ (2) 16d nails @ 6" o.c. or (1) 2 x
10 sister member on each side (2 total) w/ (2) 16d nails @
Engineered for the way you build
Designed for the way you live.
r tner purpo
ility of re-roc
rte shingles hay
square foot
6" o.c. The above reinforcement will be needed even if new
light weight concrete tile shingles having a maximum
weight of 7.2 pounds per square foot (psf) is installed.
It is my experience that most roofing contractors know how
to install the above reinforcement; they can certainly
contact our office for clarification and answers to
questions.
There is a likelihood of over 3/4" of deflection of
the roof framing under full 30 psf snow load conditions,
which may result in cracks in the drywall, particularly at
the taped joints where the interior partitions meet the
ceiling. Some of this deflection may occur as soon as the
tile is installed. Other cracks and deflections may occur
under snow load conditions, because the maximum mandated
snow load is twice the assumed dead load for the weight of
the building materials. Per our analysis, the calculated
deflection will be within the limits of deflection as
specified in the 2003/2006 International Building Code.
It is my opinion that the existing roof framing will
be able to support any new concrete tile shingle having a
maximum dead load of 11.0 psf once the additional
reinforcement specified above has been satisfactorily
installed, provided that the existing shingles are
completely stripped off and provided that the new shingles
are installed according to their manufacturer's
specifications. Because I am specifying shingles by weight
rather than by brand name, it may be necessary to include
product brochures with this report when submitting it to
the Wheat Ridge Building Department for a re-roofing
permit, so that they can relate the brochure and the
maximum dead load weight we have approved for the re-
roofing installation. To serve the best interest of all
parties involved, I require that you contact our office so
that we may inspect the finished repairs at the owner's
expense ($150.00) for compliance with this report; we will
provide a letter to you approving the repairs upon proper
completion. Failure to do so relieves Crown Jade Design
and Engineering, Inc of any and all claims arising out of
failures related to proper reinforcement installation.
May I remind you that most building departments require a
building permit for roof reinforcement work in addition to
the building permit required for installation of the new
roof; certainly contact your building department prior to
installation of the roof reinforcement.
as the site review of an existing structure
Dse of observing the structural conditions
certain assumptions be made regarding
Ltions, and because some of these assumption
rifiable without expending additional sums of
,troying otherwise adequate or serviceable
he building, the client agrees that, except
e on the part of the Engineer, the Client
aless, indemnify and defend the Engineer from
any and all claims arising out of the
>ervices the Engineer provides. If conditions
=.d in this report are discovered during
ispections or repair work, this engineer
)ntacted for appropriate re-evaluation and
IS.
u for retaining our firm to perform this
)luation service.
zrs,
PE, SECB
the practice of structural engineering
;opies to your roofer for distribution or
( to the homeowner for their records)
7500 WEST 29TH AVENUE
P.O. BOX 638
WHEAT RIDGE, CO 80034-0638
(303) 234-5900
City Admin. Fax x 234-5924
DATE
TO:
FROM
Police Dept. Fax # 235-2949
The City of
"Wheat
liRidge.
January 13, 1993
Accounting Department
Director of Planning & Development
SUHJECT: ESCROW REF[7ND
Reimbursement requasted for escrow funds being held for:
3820 Simms Street
The Landscaping has been compieted to the City's satisfaction.
RELEASE TO: Gross Masonry, Tnc. (Les Gross)
P.O. Box 1324
LOCATION: Evergreen, CO 80439
AMOUNT:
Gleb Gidley
Director of
$300.00
Development