HomeMy WebLinkAboutB13-0128 Transmittal structural report Department of Community Development
75 South Frontage Road
TOWN OF VAIL � va�i, co $�ss7
Tel: 970.479.2128
www.vailgov.com
Development Review Coordinator
TRANSMITTAL FORM
Use this form when submitting additional information for planning applications or building permits.
This form is also used for requesting a revision to building permits. A two hour minimum building review
fee of$110 will be charged upon reissuance of the permit.
ApplicationlPermit#(s) information applies
to� Attention: ( ) Revisions
"�-�/ } j I- ( ) Response to Correction Letter
r�v �� � � l ��_ �° �G'�`��'?-�-'�� attached copy of correction letter
`^lry � �� , � � A1� ( ) Deferred Submittal n
�-C►�-. ,� � (J �-Other ��f f� �t'r*RFrJL
___. _.�_ _ _ . � ___ . . ._. . _._.. . __ _
Project Street Address: �
"�C `� " � �-
(Number) (Street) . (Suite �
`�' �
Building/Complex Name: ��-�I�C�e�k G�� Description of Transmittal/List of Changes, Items Attached:
Applicant lnformation +� ` `�
,
(architect, contractor,owner/owner's rep)
y re U���k
Contact Name: J`����_ ��'�� _
Address:� S��Cj
City��__State: �� (/Zip: �
Contact Name: (use additional sheet if necessary)
Contact Phone: � — � Building Permits:
' � Revised ADDITIONAL Valuations (Labor 8 Materials)
Contact E-Mail: U � •�� (DO NOT include original valuation)
I hereby acknowledge that I have read this application,filled out Building: $
in full the information required,completed an accurate plot plan,
and state that all the information as required is correct. I agree to ;Plumbing: $
comply with the information and plot plan,to comply with all Town :
ordinances an and to build this structure according Electrical: $
to the s on'ng and subdi`vision codes, design review ap-
prov�d, Inter ti al uilding and Residential Codes and other Mechanical: $
ordinances o th To plicable thereto.
X Total: $
Owner/Owner's e esenta ive Signature (Required)
Date Received:
For Office Use Only: R2C@IV@d
Fee Paid: r���r� �� 11�f� � gy Lynne Campbell at 11;01 am,Nov 11,2013
Received From: � YP y i
Cash Check#
CC: Visa/MC Last 4 CC# exp,date:
Authorization #
• � - PO BOX 2494
AVON,CO 81820
- e� PH.870.849.7100
r
FAX.970.849.3377
� ��lutiona .inc
�
�NC3INEERING
Record
D�� 10.�1.13
�
Steve Croke
Saw�tch land Company, Inc
PQ Box 1298, Edwards,CO 81632
p 970.748.8738 c 970.376.4124
Prolect/Job Number.
Re: Pffkin Creek, Building 9 Roof Project Na 0110-13
It was requested by the Town of Vafl Building D�pafinent to provide a snow height for required snow
removal on the roof for the above mentloned project. I have provided calculations and additional
documents indicating when the snow hefght reaches approximately 32"in height it should be removed
from the roof so that the existing roof haming is not over strossed.
If you would like to discuss this record,or if we c.an be of further service to you, please do not hesitate
to contact us.
Sincerely, S ctural i Solutlons, Inc. �p`�P�� R�G� .
,....
.��,��,�.e a '•4;�.0
� •
� . Leonardo, P.E., President 3���
.
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Water Conversions Aage 1 vf 2
Wat�f Cp�� �
ca�3"�
i�
� ,.
=<.�a.. _..__
Hame �• Praiects — Megtinas —�ag,e R�adinas—Water T�rms — �onversians — eful Li�ks � C�nta�_t Us
�iil�f"' : . : ,, _ . _: � i���1i�������'Y��
Wata�r�pnv��{pt��
Voi+�m��nd WNOht
(�r�e fnch of rain iplling on 1 acre of ground is equel to ebout 27,1 S4 gallone and welphs Aboul 11�tons.
M inch of�naw fallfnp evaMy an 1 ecre of ground fs equivalent to about 2,715 gallons of wa6er.This figuro,houuever,bassd upon the"rule-of-thumb"thet 10
inchea of anow la equai to 1 inch of watar,can vary conelderable,depending on whether ths anow la heavy and wei,or powdary and dry.Hsavy,wet anow haa
a very hiph weMr corrtent--4 or 5 inches of thi�klnd of�now containa about 1 (nch of watsr.Thus,an inch ai vory wet�now over sn acro might amouM to
moro than b,400 pallons of water,while an Inch qf p4w�ery anow mI�M yleld only ebout 1,300 9allons.
Qne ecre-foot of wsfar(the amount oi wster coverinp 1 ecro to a dspth of 1 foot)equal�328,000 pallons or 43,560 cubic feet of water,and weiqhE 2.7 mlNion
pounda.
One cubic mile of water equals 1.1 trillion pellone,147.2 billion cubic feet,or 3.38 million scro-tset,and weipht 9,2 trlllion pounds(4.8 bllilon ton,).
tt�t�of flow(in�stnamj
� Weter flowinp et the eteady rate of 1 gallon per minute ie equivalent to:1,440 pallons per day;0.00223 cublc ioot per eecond;192.7 cubic lset per day;
or OA0442 ecre-foot ot water per day.
• Water flowinq at the steady�ate of 1 cubic foot per sacond ia equivalent to:449 yallons per minute;848,000 qallona per day;88,400 cubic feet per day;
or 1,98 acro-ro8�o�wate���aay.
• Wetsr flowinp et the ateady rate of 1 ecre-foot per dey ie equivalent to:228 p�llon:psr minuts;328,000�allona psr day;0,504 cub(c foot per�econd;
or 43,S80 cubic 1e�t o(weter per day.
• Water flowing et the ateady rete of 1 cubic mile per day is equlvalent to:784.8 million�a�llona per minute;1.1 t�illion�allons per day;1.7 mllilon cubic
feet per dAy;or 3.38 mlllion acre-teet oi water per dey.
W�br Equfv�Nnb
1 cubic foot = 7.a6 gellons � 62.a pounds
100 cubic feet � 1 ccf(atd.bill unft) = 748 9allons
1 a�e-foot` � 43.580 cubic feet Q 325,900 pallona
7 c��i4 toQt per aer,pnd(cf�) = 450 pellons per minute
1 cfa ■ 848,820�ellons per dey
1 cf�for 24 hours = 1.983 acre-feet
1 cfs for 30 days ■ 59.5 acre-fett
1 cfs for one year ■ 724 wcre-feet
1 millfon pellana ■ 3.07 acre feet
1 million gellons per d�y(mgd) � 1,124 acxe teet per year
1000 peilon�p�r minute � 2.23 cfa
1000 Qellons per minute = a.42 acre-feet per day
NNtric Equlv�lonb
1 b mililon pallone per day(mpd) = 58.775 megalitera pr day(MUday)
1 acre = .004 squere kflometers(km)
78,000 acres � 312 equare kilometars(km)
120 square miles = 183.0�square kilometers
1 acre foot � 1.233 million liters � 1.233 megalitera
1 ccf(one hundrsd cubic feet)or 748�silons ■ 2832 Ilte�a ■ 2.832 cubic meters
250 mflea � 402.2b kilometers
450 mlles � 724A5 kUomele►a
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Home » Freezing Weather » Prevent Rvof Callapse
PREVENT ROOF COLLAPSE
Heavy accumulations of snow, ic� and rain can lead to wa#.�r damaga and even roof
collapse.
DIY
EVALUATE TH� RISK
Guldance for understanding how much snow is too much
�. Evaluate your risk of roof top snow/ice accumulatian -
A, Steep sloped roofs (slopes greater than 3-inces of .;v� , E
slopQ in 12-inches of horizontal distance) and ' .� �
particularly the steeper ones that are typically found � 1'F �` E �__
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on houses in northem climates tend to shed melt --_, _ - - -
WateP. (3uidalines tor m��suring...
s. However, low slope and flat roofs over porches, lanais or parts of a home that are next
to a taller section of the house can be at particular risk because of the tendency for
snow and ice to accumulate in these areas, especially during periods windy weather.
2. Estimate how much weight your roof can support
A. Unless the roof structure is damaged or deceyed, most residential roofs regardless of
the location of the house should be able to support 2p �ound$ per squ�re foot of snow
before they get into trouble.
s. In some areas of New England or in some mountainous areas, the snow loads used in
the design of homes may be considerably higher and the roofs m�y be able to re$ist�
greater depth of snow.
c. If you live in an area known for lots of snow, you can probably check with your building
department to find out if higher loads were used at the time your home was built.
3. Estimate how much the snow on your roof weighs using these guidelines from IBHS:
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,Prev�nt�aof Callapse -DisasterSafety.org Pagc 2 of?
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A. Fresh snow: 10-12 inches of new snow is equal to one inch of water, or about 5 Ibs p�r
square foot of roof space, so you could have uR to 4 feet of new snow before you need
to warry.
s. Packed snow: 3-5 inches of old snow is equal to one inch of water, or about 5 Ibs p�r
square foot of roof space, so anything mqre th�n 2-feet of old snow coul� bs
dangerous.
c. The total accumulated weight of two feet of old snow and finro feet of new snow could
be as high as 60 Ibs per square foot of raof space, which is beyond the typic�l snow
load capacity of most roofs.
�, If there's ice, it's much heavi�r, with one inch equaling about a foot of fresh snow.
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10-121NCHES � 3-51NCHES 11NCH
OF FRESH SNOW " OF PACKED/OLD SNOW OF ICE
NEXT STEt�S
' Snow removal may be necessary to avoid roof collapse
�. If you are in the"danger zone"according to chart above or if the loads you estimate based
on the thickness of the various types of snow and ice exceed 20-25 psf, you should consider
removing snow from your roof.
2. For safe removai that won't endanger you or damage your roof, use a anow rake with a long
extension arm that will allow you to �emove tha snow while standing on the ground or hire a
snow removal contractor.