HomeMy WebLinkAboutB12-0425TOWN OF VAlt�:���
Department of Community Development
75 South Frontage Road
Vail, CO 81657
Tel: 970-479-2128
www.vaiigov.com
Development Review Coordinator
RE-ROOF PERMIT APPLICATION
(This permit is applicable to one and two family dwelling units only)
- ------ ------- --- ---- ----- _.-- -______ _ _------- ___ ---
Project Street dre s: Project #: __ _�{��� Z'' (�� (� �
�b�- (�������1-� a�r �,r� � � -}
(Number) (Street) (Suite #) guilding Permit #: � li � �-'�.� �
����---�--�-�--�°- -----�------------------~--------�------ Lot #: Block # Subdivision:
Contractor Information
_ _ _ _ - - - - _ - __ _-- - _
Business Name:�Q� �O �� �j II Work Class: Alteration ( ) Work Type: Exterior ()
�
Business Address: �� �C�.S� � Type of Building: Single-Family ( ) Duplex ( )
� �'
Ci �
� - - __ _
ty� � � State: Zip: Joint Property Owner Approval ( ) Yes ( ) No
Contact Name: V�.� t� —
�} Roof Materials Provided ( ) Yes ( ) No
Contact Phone: �0' /�B' �2�� �r-----------m-•- -- ----
il Cut Sheets Included ( ) Yes ( ) No
Contact E-Mail: f p�, ��, (.d;'l� � ��--�-
��� .__ � T�� � Color, f,10►�lL
bwnerlOwner's pr enta ve ignature (Required}
Applicant Infor n
Applicant Name: ���h�Q-A�
ApplicantPhone: �%4"�Oj'���
Submittal Checklist CompletelAttached ( ) Yes ( ) No
Plans Included ( ) Yes ( ) No
Detailed Scope and Location of Wor1c: ���,��_ pp�jS�:
�1 1 _ n .�' _ _ I • �n�J_1� .. I/�t � 1 - -
Applicant E-Mail: �►�IA�� W NAg�G L cwn�T �a[�O�S.CoM ' - � • - • ' ' • � - -- r_ � I
� d;� r. 1 s� r�
(use a�ditional sheet if necessary)
Pro'ect Information I I, . iM�'�O` `���- a� '�a�c�Q�-}� Cq�s-
Owner Name: mC1} �11 I h COArJG` IGll1�(`u -
Parcel #: ` Value of all work being performed: $ L' 1�00b, 7C�( I
(For Parcel #, contact Eagle County Assessors Office at (970-328-8640 or visit ;�value based on IBC Section 109.3 & IRC Section 108.3� I
www.eag lecounty. uslpatie) t
For Office Use Only:
Fee Paid:
Received From:
Cash Check # _
CC: Visa / MC Last 4 CC #
Auth #
exp. date:
Date Received: ���� �
� � L-�- � V l�
D s���5
�Z0�2
% � 3��G'�n �'2
TOWN O� VAIL
06-Jun-1 1
row� aF vali �� �
JOINT PROPERTY OWNER
WRiTTEN APPROVAL LETTER
The applicant must submit•wri#ten joinf `prdp�cfy owner approval for applications affecting shared ownership properties
such as duplex, condominium, and rrrulti-fen�nt buildings. This form, or similar written correspondence, must be com-
pleted by the adjoining duplex unit ovcltyer or the authorized agent of the home owner's association in the case of a con-
dominium or multi-tenant building. All completed forms must be submitted with the applicants completed application.
(print name) �vl, � 1 f��1v , a joint owner, or authority of the association,
of property located at
approval of the plan�
provide this letier as written
�ave been submitted to the
Town of Vail Community Development Department for the proposed impruvements to be completed at the address not-
ed above. I understand that the proposed improvements include:
�-� ��F I l�li, u F� N-f i �2k (u)r1 f= w�� P D I�, '' M�� L M, L- M i�{2A �I �� —
(Signature)
V �
(Date)
Additionally, please check the statement below which is most applicable to you:
1 underst�nd that minor modifications may be made to the plans over the course of the review process to ensure compli-
ance w'th th Town's applicable codes and regulations.
' a! er )
1 understand thaf alI modifications, minor or otherwise, which are made to the plans over fhe course of the review pro-
cess, be brought to my attention by the applicant for additional approval before undergoing further review by the Town.
(lnifial here)
P.O. BOX 2494
AVON. CO 81620 PROJECT %��,�ffo.e�v �r�
� JOB NO. ���i� - /�'
PH 970.949.7100 SHEET NO. f OF
FAX 970.949.3377
CALCULATED BY � DATE ��'`--`'��' � �
lutions SC/-�LE
N G I N E E R I N G
I u t i o n s
N G I N E E R � N G
P.O. BOX 2494
AVON. CO 81620 PROJECT �l7TG�:,�r`;��'."a
JOB NO. �`'� � � " 1 �
PH 970.949.7100 SHEET NO. Z OF
FAX 970.949.3377
CALCULATED BY --j�L DATE � � -%� ° � Z
SCALE
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Prevent Roof Collapse - DisasterSafety.org
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Home » Freezing Weather » Prevent Roof Collapse
PREVENT ROOF COLLAPSE
Heavy accumulations of snow, ice and rain can lead to water damage and even roof
collapse.
EVALUATE THE RISK
Guidance for understanding how much snow is too much
�. Evaluate your risk of roof top snow/ice accumulation
a. Steep sloped roofs (slopes greater than 3-inces of
slope in 12-inches of horizontal distance) and
particularly the steeper ones that are typically found
on houses in northern climates tend to shed melt
water.
DIY
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�. 10.t� IMCXES _ }�6 Y1C163 `•..-.Y..• .1 NCM
CfHICHNVqw � MCYlLIXn�pW .�� OsIC4 �
Guidelines for measuring ...
B. 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 decayed, most residential roofs regardless of
the location of the house should be able to support 20 pounds per square foot of snow
before they get into trouble.
B. 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 may be able to resist a
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:
Page 1 of 3
http://ofb.ibhs.org/project?projectId=3922 8/31/2012
Water Conversions
Water Conversio�s
Page 1 of 2
Nor��� --° � Fr�� e; � – htr�et�n��� --c-a�ae F_e���in�. , Y+/�tr,xr Tarr�•, � –� C��n�r���c,��; — US��L�R l-in%� � �_anta� � „
� r�ir_w.t.a s%���`�`.�;�i`tiaF�f�'.�'`�`!�'i1�6�.�.`��'��tl�s��,��`. ` i�� r�.rd�ii6z�d�f��
Water Conversions
Volume and Weight
One inch of rain faliing on 1 acre of ground is equal to about 27,154 gailons and weighs about 113 tons.
An inch of snow falling evenly on 1 acre of ground is equivalent to about 2,715 gallons of water. This figure, however, based upon the "rule-of-thumb" that 10
inches of snow is equai to 1 inch of water, can vary considerable, depending on whether the snow is heavy and wet, or powdery and dry. Heavy, wet snow has
a very high water content-4 or 5 inches of this kind of snow contains about 1 inch of water. Thus, an inch of very wet snow over an acre might amount to
more than 5,400 gallons of water, while an inch of powdery snow might yieid oniy about 1,300 gallons.
One acre-foot of water (the amount of water covering t acre to a depth of 1 foot) equals 326,000 gallons or 43,560 cubic feet of water, and weighs 2.7 million
pounds.
One cubic mile of water equais 1.1 trillion gallons, 147.2 billion cubic feet, or 3.38 million acre-feet, and weighs 9.2 trillion pounds (4.6 billion tons).
Rate of flow (in a stream)
• Water flowing at the steady rate of i galion per minute is equivalent to: 1,440 gallons per day; 0.00223 cubic foot per second; 192.7 cubic feet per day;
or 0.00442 acre-foot of water per day.
� Water flowing at the steady rate of 1 cubic foot per second is equivalent to: 449 gallons per minute; 646,000 gailons per day; 86,400 cubic feet per day;
or 1.98 acre-feet of water per day.
• Water flowing at the steady rate of 1 acre-foot per day is equivalent to: 226 gailons per minute; 326,000 gallons per day; 0.504 cubic foot per second;
or 43, 560 cubic feet of water per day.
• Water flowing at the steady rate of 1 cubic mile per day is equivalent to: 764.6 million galions per minute; 1.1 trillion gallons per day; 1.7 million cubic
feet per day; or 3.38 million acre-feet of water per day.
Water Equivalents
1 cubic foot = 7.48 gallons = 62.4 pounds
100 cubic feet = 1 ccf (std. bill unit) = 748 gailons
1 acre-foot' = 43,560 cubic feet = 325,900 galions
1 cubic foot per second (cfs) = 450 gallons per minute
1 cfs = 646,320 gaflons per day
1 cfs for 24 hours = 1.983 acre-feet
1 cfs for 30 days = 59.5 acre-feet
1 cfs for one year = 724 acre-feet
1 miilion galtons = 3.07 acre feet
1 miliion gallons per day (mgd) = 1,120 acre feet per year
1000 gailons per minute = 2.23 cfs
1000 gallons per minute = 4.42 acre-feet per day
Metric Equivalents
15 million gailons per day (mgd) = 56.775 megaliters pr day (MUday)
1 acre = .004 square kilometers (km)
78,000 acres = 312 square kilometers (km)
120 square miles = 193.08 square kilometers
1 acre foot = 1.233 miilion liters = 1.233 megaliters
1 ccf (one hundred cubic feet) or 748 gallons = 2832 liters = 2.832 cubic meters
250 miles = 402.25 kilometers
450 miles = 724.05 kilometers
1 gallon per minute (gmp) = 3.781iters per minute
1 pound per square inch (psi) = 0.07031 kg/sq. cm
`An acre-foot of water is enough to cover one acre of land one foot deep.
http://www.prwcd.org/water_conv.html 8/30/2012
�
Prevent Roof Collapse - DisasterSafety.org
a. Fresh snow: 10-12 inches of new snow is equal to one inch of water, or about 5 Ibs per
square foot of roof space, so you could have up to 4 feet of new snow before you need
to worry.
B. Packed snow: 3-5 inches of old snow is equal to one inch of water, or about 5 Ibs per
square foot of roof space, so anything more than 2-feet of old snow could be
dangerous.
c. The total accumulated weight of two feet of old snow and two feet of new snow could
be as high as 60 Ibs per square foot of roof space, which is beyond the typical snow
load capacity of most roofs.
�. If there's ice, it's much heavier, with one inch equaling about a foot of fresh snow.
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10-12 INCHES � 3-51NCHES 1 lNCH
QF FRESH SNOW " OF PACKED/OLD SNQW "� OF ICE
� ___e,_�_ ---r_..
NEXT STEPS
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.
z. For safe removal that won't endanger you or damage your roof, use a snow rake with a long
extension arm that will allow you ta remove the snow while standing on the ground or hire a
snow removal contractor.
http://ofb.ibhs.orglproj ect?proj ectId=3922
Page 2 of 3
8/31/2012
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E N G 1 N E E R I N G
Record
Date: 08.27.12
To:
Matt Hansen
Eagle County Contractors
PO Box 2454, Vail, CO 81658
p 970.401.1100 c 970.306.1371
Proiect/Job Number.
Re: Matterhom Inn, 1552 Matterhom Circle, Vail, CO Project No. 0508-12
PO BOX 2494
AVON, CO 81620
PH. 970.949.7100
FAX. 970.949.3377
It was requested by Matt Hansen of Eagle County Contractors to verify that the existing roof structure
can support the current design loading required by the Town of Vail Building Department. It has been
described to me that Matt Hansen has been granted the approval by the Homeowners Association for
the Matterhom Inn to remove the existing roofing material that has been leaking in areas and replace it
with a new roof. The replacement roofing material, as described to me by Matt will be less in weight the
current roofing material. It was also described to me by Matt that the existing roof varies with the one
bedroom units have manufactured roof trusses spaced at 16" on center with 3:12 pitch and the two
bedroom units have 4x8 wood beams spaced at 4'-0" on center spanning 8'-0" in length with a 2:12
pitch. Both the manufactured tnasses and the 4x8 roof structures bear on 2x4 stud bearing walls.
Based on the following Town of Vail Building Department load design and the 2009 IBC/IRC building
code:
LL = 100 psf for roof pitches less then 4:12
DL = 15 psf
The following analysis has been provided:
4x8 Douglas-fir larch spaced 4'-0" on center will be inadequate by 23% with the controlling factor being
the section modulus. A 4x8 Douglas-fir larch can support a live load of 80 psf and a dead load of 15 psf
in the configuration described above.
Manufactured roof truss can not be analyzed without knowing the exact profile and material used for
the truss.
We feel that the 2x4 stud bearing walls will be structurally adequate to support the trusses and 4x8's.
If you would like to discuss this record, or if we can be of further service to you, please do not hesitate
to contact us.
Sincerely, Struc�
, v
� '
i /,
�✓� �J !�
�� eiffey P. Leona
�,fLfCE�vT`y UN %ZoOF � I�Io�E IIJ�c�S� = ISUvdrtE .
a
-Tv�.r+ ►�owN� =l05 /bs. ��rc Sc���� = i,US P5�
i�-RoaoSE� �ooF►�t1C,,UerEsC.IAL-
-Ga�.��s�.E 9oM,4��tann�?=��,3 Ibs. �a���RE
- Irvs�,�aT�oN SooRp�vrc EF�EcTivE = �-2•18 �bs ��R.�-�,tv42�
G`A55 A 2e�r�:vt,,
'' �50 IN5uLQ7`�pN-�P7IUNA� r-vc� .25�q I b5. ��R �-�.x,rvARE ��X
A D�E� 'rQP� R�p I N�uL.QT10 N IZV4l.�; W� 2 165. P� R�tv,�c� E FY�('t, !
�. _..�._. .�.�_.___..— � �%�i � c r r r. �.
__– Y n rG~t �K-
TC�rAL - �(J2,�� � b5, �E� �ua� E- It��5a� .- 2, 52 �,�='L5 "r5�
TCJTAL In/�A�O6D In1��114A�►orv =1�.�8 Ibs. �eRSQ�a��=i.�o5 ; +�5,�,�8 = t.�55�s�
`� I
_ .,
1�'1 arr��z,-�.N INN N �-2
.;
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� .
�) SURE�SEAL� KLEEN NON�REINFORCED
E��}ij� EPDIiA NIEMBRANES
Overview
Sure-Seel Kleen 45-mil (1.14 mm), 60-mll (1.52 mm) and 90-mil (229
mm) rooting mem6ranes are non-relniacetl Et�ylene Propylene Dlene
Terpolymer (EPDM�-baseA elastomeric Iwmogarwus roof coverings.
ihese roMh�g membranes �y be used for new single-ply root
constructlon entl re-rooltg appicatiais. Membranes are avallede
In widtls of up to 10' (3 m) entl lengms of up to 100' (30 m�. T�ese
mambrenas aze aveA�le as Fire Re[aN�t (FN) memOranes. wlNCt� arg
specialiy lormuleteA to inhibtt spreaA of flame anA meet or ezceed code
CoCy testM�p crtteria tar me rke-retardant �ooThp mamhranea
Features a� Benefits
• Meets lightweight reQuirements
• Provides e manolllMC essembty
• NO SpBC181 eQUlpment requifCd tor i(16telletldl
• EP�M has mare than 50 years oi proven �rtortnmice
• Avellable with FATTM Seem TecMplogy
• Adliry ro be iireteueG over a v�iery ot aecks
• WII IhB Of Pfessul8-Sensitive scCBSSOries
• Memlxanes are availaMe h wiUtlis of up to 10' antl lerqtl�g
or � ro�oo� ror r� m�iieums ara ��m��
• Membranes ere evallable In ffl fOrmuledMS far inoeaee0
1kB f0SI5i8fIC@
• Wlly adhereC apptication albws for i�tallaqon on any roof slope
• 90-mil EPUM Is avail�le wlt� w&tentle5 of up t0 30 yB9B
Carlisle's FAT Seam Technology
wim can�se�s paterrced ract«v-Aaauea rape (FaT) seam techrawqy,
most uf the la6ar to create seams betwee� membraire penels is
co�lete0 In e QUaltty-cartrdled, statB-Of-the-art emironment. This
pocess resulCS in a relieble seem with greater peel antl sfie¢� &trenpihs
and vrith m entrapped air bWbles. Consist�t pWCemerrt of the FAT also
ma�imizes tha splice area and resulls In a �iph-quality sgem. Carlisle FAT
is avallable on all Sure-Seal Kleen membrenes up to 10' (3 m) In widtli,
prwitlln0 tlie fastest we�' to amWete a seam i� fa0ay5 roolfng meiket.
30-Year Wartanty
The 30-year SLre-Seal EPDM roof aystem features e thicker, more
�llf8ill8 f110rtIDf8fl8 Th81�S CdI1PIBt110111BU �j' BMBIICB� 118lAlIS 211�
accessories, creat�g the rtast comprehensive rooflng mhmm evailable
mtlay. Carlisle's 90-mil EPOM is useA for 30-yeer warranty Installations
N provide long-tenn velue ar�d performance. In aUdilion to 30 years M
gUef8nt88C protBCtlOn, 11115 Sy6tent is eVBllabl6 Wltlt WeRHfltie5 ta cwBf
hail, acclEental punctures, arW wind spee0s up to 120 mph.
Installation*
Sure-Seal Klean 45-mil (7.14 mm�, 60-mY (1.52 mm) end 90-mll (2.29
mm) memCranes are utlllzed primarlly In Deslgn A: Fully R�ereC
Roolinp Systems.
Far Oeaipn R Fu1y MhueO Iloofl�p System
hssulation Is mechanicelly atteched a atlhereA to the roof deck. Tlre
substrate arM membrene are coate0 wtth Cariisle Bo�ing Adhealve.
The memDrane Is then rdle0 into place end O�vomed tlown. To
complete seams �etween two ad�oiMng membrane panels, appry
prrmer to the spNCe aree In conJunction with Carlisle's FAT. As an
altamative, Carlisle's hend-epplied SecurTAPET" may Ce useA.
r« �aa w�me. eq�+� neiow eo°F (e•c�, m� �� � oe
folbV+etl:
• Heat ttre prlmeA area of the bottom membme with a trot-alr gun
85 tlre top sheet with FAT is applied aM pressetl IMO plece.
• FMrc t0 mllinp the splke aree wRh a 2"-wlOe steel hentl roller,
apply heat to the tap sMe of tlie membr�e wtth a tat-air gun.
The heatetl surFace shoula be hot to tlie Nuch. Be careNl iwt b
bum m blieter t�e membrene.
' CONSULT CARLISLE $PECIFICATIONS FOH COMPIETE
INSTALLATION INFOflMAT10N.
� ( SURE�SEAL KLEEN NON�REINFORCED
E��-�j EPDM MEMBRANES
Precautions
1. Use praper siecking prxedures ta ensire eufficlent stability
Of 11181118t6l1816.
2. EMerclse cautlai when waNcing m a vret membrene. Membranes
�e 9qpery wt�en wet.
3. Membranes wtth FAT should not be eaposed to prolonpad joEStte
storape temperaNres in e�ccess of 90°F (32°C), otherwlse ihe
sheN Ilfe of the FAT may De attecteA.
4. When memManes with FAT are usetl, snaaa me co� �a o�
the rals uMil reatly ro use in warm, sunrry weather.
Typical Properties aM Characleristics`•
__. _. _ __.____.._____—_
PhYSkal Property lert Metlrod SPEC. TypieN
ry0.45)
rok�anc�o rbmwrnFx�eux uiMOeix :io :io —
weam.iovn=(��m'i — —__ _
45-m9 0.T6 (12'n
waa o.as (i.�i �
90�mU OS912.88)
rensMesasnam.mn.�IMVO�-----�tSTMO<�z i3os191 �eml�ioj
Elaqaton. URhnafe� min. %—__.____ 0.5TN 0412 300 _— 4fi5 —
Tear Strengtl�, min. Ibt/in (kNfm� 0.STM OB21 150 (263) 200 (3i01
(Die c1
FuPory 6nm StreiqltL min MaNfieC Mempalk MNMene
p6TM D818 fl�qGxe R�pNre
flesie�arc¢IONea�AP�9• —.— ASTM057J--______—_.
NWPl�s afla 29 OaYS 0 2A0°F (its°C)
re�cue sa�a�. mm. c� iMrai �srw oniz i2os �e.3i iew no.oi
Ebrypibn, UltlmOb, mN, W ASTM 0/12 200 28Q
Teu Sirenplh, Mn, pi/In (kN/m� AST40fi2< 1Y5�219) Y15 �37.6)
�nara��o�wcn��,m�.,x nsrrnoisa :i.a -0s
o:wb nm�nu� nsrM on�e no a� no c�w
Coaation aner e�mue w loU op�
Omro I� air �m 168 �auta @ 101°i
�do°c� s�� ie � sox w.n
BntllnieseTemp..me.t°F�°C�•---,15i1I0716 191-<51 �..�{9I'�5�
_._ ____ . _.
nmu'arcemwazaamorpnm� acrromi -.e,-1 .2.a��
AHer ] UOys Immerlon @ 15E°F
pme) rnaipe a mea. mu, x
� Water Vaqr Vnmeance' ASIU E% 0.10 0.03
Mu. perma (Vmc. B or 8M�
ReeielaKe b 0uE0m (Ukrevblst� ASTM 6155 No Gaticc No Gxb
We2MMinp• Xeron-Art. 7580 kJ/m' btal No peilnq No Craxhp
raaam m�oeure ai oao wim� �nemerce.
BO°C bmtk pa� Imp.
' xota�qliNCaniw7estaenlnervrereV�Metlmrneteetmmecar�Wa7o1
Me bal. Hoxeuer, al �mb me run m e sp4fOCe1 paW b eiW�e wxaN bpieim
wnamance ot ms eMeenO.
" Typical properties an0 charactenstics are basetl on samples
testea and are not guarenteed fw ail samples ot Ihis proUuct.
Thls Aeta enE IftloRnatlan is In�ef10eA 25 a puide e�M Does rrot
reflect the spacificatbn range tar airy partlalar P�Y
Oi 1h16 Pf00UCI.
�
vro-coreumerr+e�vc�eacmtm o+�
Pn��cnnwroiRxycbUConbnt —_-316 .____"—'____'_—__"
MznulxWMplACatlon---- Cartleb.Pa --
Sob r Pelleclance IMO 9
80D-p9-l812 • P.O. Bwc 7000 • Cadfsla, PA �7013 • Faz: 71)-245-7053 • www.carliWeaynhacom � 800•17g•8832 • p.0. Ba� 7000 • Carlisle: PA /7013 • Fax: 717-245-7053 • www.culialesynteacom �
. . �... . .�.� �... Cen��Y.6w�Sr�, F�T uk S�cuRAPEvn trqmtM1f olCUWr, LEED i� e iq�YN iMn�h W�M U 5. fw�n &ixObq Uundl .... .. ... ...
NFPflIM COpE�. BOSIJB - 5un.9M� MWn Wmp�M Fiod[I D�b SMI' -p81112 O MU G�W
CARLISLE'S
SECURSHIELD HD
�''" '"'�
Overview
SecurShiel�'" HD is a npW, mof inwlation panel composed ot a
hlph-Aensity, cbsed-cetl polyisocyanurate foam core laminffied
to e premWm-pertormance, coated-B�ss flDer-mat facer specfllcaNy
designed fa use as e covet boeM.
Features and Benefits
• Premum pless lacer Improves resistance to d�e, mdature
and foot tra�flc
• Easy to cut antl haiMle fa kistaNetias with mimerous
PenaA'atiais
• At 71 Ibs per 4' z 6' penel vereUS BO Ibs fu gypsum eltBmetivBe,
SecurSh1e10 HD is IightwelgM and easy to install
• EasY anC cost-effective eccess for shipmarts from ell CaAisle
PoN�vanurate a�
• Hign-densiry formWetbn xhleves FlY1 severe �eil ratliq (SH-1 �
• Gless mat hcer provlaes etrmg DoM fa aahered re-roofinp
applMatats
• MP�dmatery Sz hipher H-value than Yx` 9Y�m cover boeras
anA 2x �igher R-value ihan'h° wooG fl�er poerds
Product Characteristics
• Panfl! size: 4' z 8'
• Panel thicimess: S4"
• PIeCBS per pBllet: 96
Applications
secwsn+eia Ho is aesignea as a wrer uoard wer a vm�ety m
su0strales for re-roonng end new construc[bn epplicanons.
Physical Properties
�
Proparry TeitMetl�oG . ' , Wlw
Canaeesvestre�n nsneoisz� iaow�
. Lmm6neel — —._ tssokPal --
OfinenSqral5hC111Y '..'-- 0.4TM02126 A.5%Ircazcllaoge
(� CeY+�
wa�ernosarM� asn�czos --i�ronmie
P�vaNe ASiGC518 25
servke rempereore Y6o°F a wc
j126°COrleasl
ne,�sn�mraae �snusx'r� rneea
Code Approvals
• FM 4450 an0 FM 4470'
• UL 790
• UL ClassMed
Precautions
Ir�sulation must Oe protecteA from open flame and kept ary at all
tlmes. Instell only as much insulaUOn as can Ce covered Me same day
by canpleted root-cwerinp mateiiel. Carlisle will rat be responsMe
for specific Wildi� aM roof Uesign by otFrers, for tleliclencies In
construction a xorkmanship, ta tlangerous conditiais on ttre jobsRe
a for Improper rtaege mM harMUng. Techntal speciflcatbns slwxn
In Nis literature ue irrtendetl to be usetl as Oeneral guidelines only
and are subject to c�ange wittaut notice. Call Carllsle tor rtqrg
speGfic tletalls w refer to PIMA Technlcal BWletln No. 709: Stwage
and Hantll"mg RecommenCations fm Polyiso Roof InsulaUOn.
Installatfon
Uec�aMaN9 Attechsd Sinpb-Pb SYabms
Each SecurShleltl HD panel must be secured to ttre sWSVate wlth
approveC Carlisle fasieners and plates. Butt eCges and staggar JoiMs
ot ad�acerrt panels. Install the roof inemOrane accoMing ta Carlisle
spec�ncations.
�
VosLNqucfial fletytb0 Ca1PoM <9%
_.__ _.._ .__._._._.__.._.._..
remrtxanwiocainm �smnt�ea,r�
FtanYlh Puk, IL
Tmeb,UT
TerreN.T%
taNe City. FL
... .... . . . .. .NInBeM NY. ..... .. . .. . . .. . ...
� %! � .iNOUOIi /0/ UYR7 4S fbXt
BOOd79-8892 • P.O. Bo. 7000 • Cadisk. PA V013 • Fav: 717-245-7053 • www.eatlisle-sYMec.com '
ranai., su�.��s�..v. wniew vASr w r�sr n e�zw a anw. �� s. oonr�a immarc a ti us r+..� wua�v wume.
ncrnier caoe: sawrs - sK�,siwu �a moa�i m. sn..r _ 000an o:o�� U�.. Carlisle SynTec
Tapered H Shield/Tapered H-Shield CG
-� Packaging & Weight Chart
:'- IM6{CA7E5 CNANGF. FROM PREYIOUS CHAftT - EfF[�TtVE JUiY ��?OO9
�.��Al���
_.. �.�,�,seA�l��'
��
��e�
_.a���
A��
TAPERED PANELS - 48" x 48"
BOMD DIMENLONS BD FEET PCS PER SQ i7 ►ER WHCNT
STT�E IN NICNES PER PIIMEL BUNOLE BUNDIF rEll SQ fi
� AA t" �l. G�. ��2a 0.22t
A 1 4` 'G ;R 6(18 (`30i1
li :£; >6 a1G 0389
��$ C 2" - 2.5" 36 20 320 0.471
D 2.5"- 3" 44 16 256 0.552
E 3' - 3.5" 52 14 224 0.633
F 3.5"- 4" 60 12 192 0.774
("�^i FF a.p" -- q.5" 6t3 7Q 160 OJ47
X �"-1.S' �G �fl 768 Q.259
Y L`i"-2.S' 32 7� 38R 2422
Z 2.5" - 35" 4�ft 16 25G 0.58�
�/4 ZZ 3.5" - 4.5" 64 10 160 0.747
G 1°-2" 2� St2 Q941
H 2'-3" 90 18 288 0.503
1 3' - 4" 56 12 192 0.666
Q 5" - 2.5` 24 32 512 0341
��2 QQ 2.5" - 4.5" 56 12 192 0.666
XX i' - 3" 32 22 352 0.422
11 .5" - 1.25" 14 50 B00 0.243
KK 1.25" - 2" 26 26 416 0.357
LL Y-2J5" 38 18 288 0.487
MM 2.75"- 3.5" 50 14 224 0.60�
3/16 J 1" - 1.75" 22 32 512 0.324
K 1.75" - 2.5" 34 20 320 0.438
L 2.5° - 3.25" 46 16 256 0.568
M 3.25"- 4" 58 12 192 0.682
55 .5" - 2" 20 36 576 0308
3�8 TT 2" - 3.5" 44 16 256 0.552
S 1"-2.5° 28 24 384 0389
t .5°-.75" 10 72 1152 0.195
.7S'- 1" 14 52 832 02?3
3 1" - 1.25" 18 40 640 0.276
4 1.25" - 1.5" 22 32 512 0.324
1/16 s s°-�as° ze zFa a=Fa oasi
� 6 1.75" - 2" 30 24 384 0.405
7 2" - 2.25" 34 20 320 0.438
8 2.25"- 2.5" 38 18 288 0.487
HUI�I� � R
Fn.•rgy Smart Pofyrso
888-746-I I 14 • WWW.HUNTERPANELS.COM
�
Flat Polyiso Packaging & Weight Chart
� A H-SNIELD • H-SNIELD-CG
�
Ir_D �NDIUTES �MANGE fROM PREVIOUS �HAftT -�ffBCTIVE �UNE �, 2009
CODE LTTR PCS LBS/�X4 �X4 SF LBSl4X8 4X8 SF �B' TRL WT PER SF
0,5 90 228.00 1280 456.00 2560 61440 0.178
t.� 6.0 98 '95.91 756 397.67 1536 36&64 0.?54
1.1 6.6 40' 176.40 640 352.80 1280 30720 0.276
1.2 7.2 38 177.46 608 354.92 1216 29184 0.292
1.3 7.8 34° 167.62 544 335.24 1088 26112 0.308
1.4 8.4 32 166.08 512 332.16 1024 24576 0.324
1,5 9.0 32 '�?9.59 512 399.113 1024 2h576 0.341
1.6 9.6 28 159.88 448 319.76 896 21504 0.357
1J i0.3 28" "G7.10 �i48 334."n? 696 21504 0.373
1.8 10.9 25 155.75 400 311.50 800 19200 0.389
1.9 11.5 24 149.27 384 298.54 768 18432 0.405
2.0 i2.1 2-1 '. ,; .i;5 ;ri t 324.?u 76H 18 }3' !;.4<2
2.1 12.8 21 147.21 336 294.42 672 16128 0.438
2.2 13.4 20 145.40 320 290.80 640 15360 0.454
2.3 1q.0 20 150.60 320 301.20 640 15360 0.471
2.4 14.7 19 148.01 304 296.02 608 14592 0.487
2.5 153 19 iS2.��t 3C�4 3C5_82 6G8 14592 C503
2.6 15.9 18 1�19.?? 2A8 298.94 5'16 13824 O.S19
2.7 16.6 17 145.69 272 29138 544 13056 0.536
2.8 17.2 16 141.28 256 282.56 512 12288 0.552
2.9 17.9 16 145.44 240 290.88 480 11520 0.568
3_C "=,8S 16 1=F9.5Q 255 299.00 592 122£f8 O.S�il
3.1 19.1 I S' 144.25 240 288.48 480 11520 0.601
3.2 19.8 14 138.18 224 276.36 448 10752 0.617
3.3 20.4 14 141.82 224 283.64 448 10752 0.633
3.4 21.1 13 135.07 208 270.14 416 9984 0.649
3.5 21.7 13 138.45 208 276.90 416 9984 0.666
3.6 22.4 12 130.92 192 261.84 384 9216 0.682
3.7 23.0 12 134.04 192 268.08 384 9216 0.698
3.8 23.7 12 137.16 192 274.32 384 9216 0.714
3.9 24.3 12 128.59 176 257.18 352 8448 0.731
4.0 25.0 12 143.43 192 28b.85 384 92?6 0.7°�7
"4.5 28.1 10 132.50 160 265.00 320 7680 0.828
" When shippcd FROM Canada, the �iece count is as follows: 1.1 - 40 I 13 - 35 � 1.7 - 27 � 3.1 - 14�
*'4.5 not aviilable h� Canada
U �I -�-� � R
Energy Smart Pulyiso
888-746-I 114 • WWW.HUNTERPANELS.COM
�.,z
Should I shovel the snow off mv roof?
For those of you that are wondering "When should I shovel the snow off my roof?" Here Is a
quick rufe of thumb to help you if you are concerned.
Bastc calculatlon –(for a gulck analysis only} This calculation Is based on a 25°/a
mofsture density which may be conservative for our current snow fall. As a ruie of ihumb,
saturated snow weighs approximately 20 pounds per cubic foot. The molsture content of
snow can range from approximately 1% to 33%, which relates to snow potenbally
weighing from 1 pound per cubic foot to over 21 pounds per cubic foot. .___
Calculatlon: S x 1.25 = P where: _�,3
.. k � � � �, „a
e�
S= Inches of snow on the roof (depth) `�-� ���
•� = �«��� �,;_ . �
1.25 = Weight of 1 sq ft of snow for each 1-Inch of depth k� .r �:�
P= Pounds per square faot (Ibslsq fE) ����,� �" __
Example: If the snow on my roof is 20-inches deep, what wouid that equate to? ������'� �%=� ���
20-inch roof snow depth x 1.25 Ibs/sq ft= 25 Ibs per sq ft of roof snow load
In this exampls the roof would be ok.
NOTE: Any fce bulld-up on the roof would need to be added to this formula. Add 5.2 Ibs for each
1-inch of ice depth.
You can always check your roof snow load by cutting a 1-foot x 1-foot square the full depth of the
snow from your roof and weighed in a plastic bag to determine if your snow load is getting close
to the design roof snow load of 40 ibs per square (oot. This would need to include any roof ice
bulld-up also.
Notes:
1. Structures constructed In Coeur d' Alene with building permits are designed for 40 Ibs/sq
fi minimum roof snow load. Older roofs may be of concern and may not meet thfs
mi�imum roof snow load. .
2. Unti! recentiy, manufactured homes were designed for a roof snow �oad of 30 Ibs/sq ft.
Look at the certificatfon label (a metal label affixed fo the manufactured home) to verify
your design roof snow load.
3. F1at roofs are more of a concern (Less tha� 3l12 pitch), Flatter roof pltches tend to hold
more snow mofsture.
4. If we rece(ve excessive ratnfall, the welght'of the roof snow can increase rapidly.
5. If your structure fs in questlon, It is best to consult an Idaho licensed engineer. �
Please be aware of the potential dangers of shoveling or raking snow from a roof. Besldes the
potential damage to the roofing materials and structure, there are such factors as a person sliding
off the rooF, falling off a ladder, overexerting themselves, or InJury from snow sliding on top of
them.
in summary, the City of Coeur d'Alene does not make recommendaaons on when to remove
snow from roofs. It is up to the individual proparty owner to consider the beneflts and dangers of
snow removal and decide thelr own course of actions. Remember fhat, as a rule of thumb,
saturaled snow weighs about 20 pounds per cubic foot and then consider the depth and retative
moisture contenl of your snow and the capacity of your roof structure In making your decision to
remove snow or not.
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BERGLUND Architects, LLC
July 19th, 2012
Matt Hansen
Matterhorn Inn Condominium Association
1552 Matterhorn Circle
VAIL, CO 81658
P: 970 401 1100
970 306 1371
Sent via email: mattCa�eaglecountycontractors.com
c.c. ]on katz at jonoinvailnyahoo.com
Re: Reroofing
Dear Matt,
Per my meeting and discussions with you at the Matterhorn Inn Condominium building, in Vail on July 11'n
2012, I have prepared this letter in regard to the reroofing of the building. As a result of the vacant space
between some existing cabins with gable roofs being in filled with a low stope shed roof sloping to the
approximate east, the current roof appears to have an approximate'/<" to'/" per foot slope in the main
sections of the roof which is broken up by many approximate 2/12 gable elements. The existing roofing is
rolled asphalt roofing which was not a good choice of rooflig for a low slope 1 flat roof condition and it
appears to be past its functional lifespan.
As discussed, there seem to be two basic options for the roofing. The most economical choice which could
also work with the existing low slope conditions, the large number of roof penetrations and complex roof
form seems to be a rubber EPDM roof. In order to provide some additional slope to the low slope roof
areas, the EPDM roofing could be installed over tapered rigid insulation. I think all of the existing roofing
should be removed to expose the existing roof sheathing. All water damaged roof sheathing and
associated roof structure needs to be replaced in all areas where there have been roof leaks. The existing
roof does not seem to be adequately insulated or vented. Heat escaping through the ceiling/roof assembly
is likely causing melting of the snow directly above the roofing. This water then migrates down the roof
and seems to be freezing near the colder eaves. Unless the roof is reinsulated these ice dam problems
will continue. Adding more roof vents might help the ice damming, but they would effectively allow more
heat to escape from the units which might further increase utility bills. The EPDM roof wilt be much better
at handling the ice dams than the existing roof, but leaks may still occur in the future due to the ice dams.
When the EPDM roof is cleared of snow in the future, which I think will still be required when there is a
significant snow on the roof, great care must be used not to damage the roof. I would not recommend
using a built up tar roof for the existing roof configuration due to the potential for ice dams and associated
leaks with such a roof material.
The second option appears to be replacement of the existing roof structure with a steeper trussed gable or
shed roof design that would allow for proper insulation and ventilation. If the roof design could be above
3.5 /12 slope asphalt shingle roofing could be utilized. The roof structure, insulation and roofing itself
might be cost $34 a SF equaling approximately $140,000 plus the existing east and west walls of the
building supporting the roof would most likely need to be reinforced, since the Town of Vail would require aN
new construction to comply with current codes. The existing structure of the walls and foundation wouid
not likeiy meet current codes, thus I am concerned the foundation might also need to be reinforced. It is
di�cult to determine what the cost to reinforce walls and foundations could be, but they might be another
Page 1 of Z
P.O. Box 2378, Edwards, CO 81632
Tel: 970 926-4301 fax: 970 926-4364
BERGLUN� Architects, LLC
Moritz - Letter of Agreement for Architectural Services, 1-20-09
$100,000 or more. In addition, architectural and structural design fees might be another $25,000. I
question whether this is a good investment based on the current condition of the building. If this level of
roof re work was to be done, then it would seem that the existing siding, doors and windows should also be
replaced and proper insulation should be added to the walls. If you are considering pursuing option 2,
structural analysis should be done of the existing structure to determine if it is feasible and what the
potential costs of reinforcement of the structure might be.
Based on the costs involved with option 2, it seems the option 1 of reroofing with an EPDM roof seems to
be a more logical choice. At a later date the reroofing, residing and window and door replacement could be
done or perhaps the entire building couid be redeveloped.
Sincerely,
Berglund Architects L.L.C.
A Colorado Limited Liability Company
�
7-19-12
Hans Berglund Date
Page 2 of 2
P.O. Box 2378, Edwards, CO 81632
Tei: 970 926-4301 fax: 970 926-4364
MATTERHORN INN CONDOMINIUM ASSOCIATION
LETTER OF INTENT TO SHOVEL SNOW
September 4, 20l 2
As appointed by the Matterhorn Inn condo association as president 1, Matt Hansen, do
hereby declare that the roof at 1552 Matterhorn Circle, Vail, CO shall be shoveled in
compliance with the applicab(e calculation done by SDS engineering. The load
calculations are required by the Town of Vai( to approve our plans for the proposed new
roof system. The load calculation indicates that our existing structure and proposed new
roof has the capacity to withstand 48" of snow load during the winter months. The new
roof will have an indicator at 36" and 48". Once the snow level is at or below 48" the
entire roof shall be shoveled.
Per our contractual agreement with Bost roofing they shall perform all shoveling for the
first five winters as not to void the water tight warranty. Please contact myself or any
representative of the Matterhorn Inn condo association
Dated this _4_day of _September , 2012.
President: Matthew Hansen
.---� I
� ��►-i <i , ;
Signature(s): � / ��'`"�°'`v
Best,
Matt Hansen
970.401.1100
)
25-2012
Inspection Request Reporting
VaiI�CO Citv Of ��`U��'s
Requested Inspect Date: Friday, October 26, 2012
Site Address: 1550 MATTERHORN CR VAIL
MATTERHORN INN CONDO ASSOCIATION
A/P/D Information
Activity: 612-0425 Type: COMBO
Const Type: Occupancy:
Owner: UNGER, DOUGLAS
Contractor: BOST ROOFING
Description: COMMON ELEMENT: SAME FOR SAME RE-ROOF.
Requested Inspection(s)
Item: 90 BLDG-Final
Requestor: BOST ROOFING
Comments: 401-1100
Assigned To: SGR
Action: Time Exp:
Comment:
�Ll v
CD
Inspection Historv
Item: 90 BLDG-Final *' Approved *"
09/17/12 Inspector: JRM
Comment:
REPT131
Sub Type: AMF
Use:
Phone: 970-948-2201
�/�
�
age 14
Status: ISSUED
Insp Area:
Requested Time: 04:00 PM
Phone: 970-948-2201
Entered By: JMONDRAGON K
Action: AP APPROVED
Run Id: 14982
*****************+*******************+**********+**********************+*******************�
TOWN OF VAIL, COLORADOCopy Reprinted on 12-31-2012 at 10:58:25 12/31/2012
Statement
********************************************************************************************
Statement Number: R120001500 Amount: $1,825.52 10/O1/201209:59 AM
Payment Method: Check Init: NT
Notation:
-------------------------------------------------------------------------
Permit No: B12-0425 Type: COMBINATION BLDG PERMIT
Parcel No: 2103-123-1600-4
Site Address: 1550 MATTERHORN CR VAIL
Location: MATTERHORN INN CONDO ASSOCIATION
Total Fees: $1,825.52
This Payment: $1,825.52 Total ALL Pmts: $1,825.52
Balance: $0.00
**********************************************************************************+***+*****
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 633.65
PF 00100003112300 PLAN CHECK FEES 411.87
UT 11000003106000 USE TAX 40 780.00
---------------------------------------------------------------------------