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Home My WebLink AboutB11-01484. �.�� ,�/� . ';i'j�` l�M1IL� �i t� � �% { ; ---�—�:- �; r J JC+il�i'1 t-,'Q{lt=?G:' .�'�i��t; � � � �'aii, GQ 3 t6�� o� �� _ . __ � T .i: 9� i3-3; 9-�1'_'4 � �r„-�rrx,vaiigo't.CG�s7i �I /'�UG � '*_ �0�2 I 'r"` uUeveiopment R�+ieYV Cec�rdinator . µ z, ��-� � � ': � � F�R�/I ,� �� ' Rev�sion SUerr��f}als �� '�.��'�� `' 1. 'Field S��t" o� appr�ved pians'�d�JST accompany vis�ons_ - k' 2:- 1+lo furtY::r irispec[ions wili be performsd. unti! the revisians .r� a��rQVe�, � ti-� �-rrnit is re-+ss:ue�. 3: Fees for r �vie�ving revisir�ns are �55.�0 per hour (2 ho��r minirr.11rr�j, ar.t} are dv¢ u� � iss�rnc�. n"st �(s)'snformation applies to: Attention: ( 3�sw��r� � �f j _ � f � $ �E� r ` ;� ��-�� „� �L.�- �__.,.� L�� ---- — � i7f1, }�a r f,� n �aitaci�ed copy of correCtiorr ie�er - ( a �;�far-:� S=.�...^:r,-::�?�l --- i � �,','.,�,�. ect �treef l�ddress: � �� -� ,r iy� �r"c�t � �— t rborj �Street) ' (Suits #� ildinglGomplex Name- :1�/,�,(!� Lr�,'1 ,� l�t ! .�-._ �-` _ . _ _ ` -'--°�___. _. . ---?�—{=--- �7' ; F�,�.. ��a t * _ .-^�= - � , l _`�"—'�.--- --- __ -:____ '. � - ;� rfraciAr informats�n �� •x^ `` '' s,_ `' �__'�.�' +� _-.�'___.�_ ___ _,_ ,� , _ - - _ siness t-datne: '?, -,; r _ �-��_,j='_--___` . 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A I, 0.S5'W T' 4�: 1�.:. 4k,� 'nYt -t� �*d!�!� � �p� �1�1 (° `` -.; ��,. �a_r6: � 4.� � �.� � ;n�*i>*TP ' *.� .�'p�¢^ w„ w:-r ,�,:.� . �u��' + � �, � '� '� �4�'f,�' �`�� Mtn � y � '�,; }` � �'�4 , , P ` ,� ,� r p s,�, �'y�":$" :�.'}� . . . ,i+ji' .4�°r��: +kdA��y��'�'kv' a , � � � �.. a i� t; �.��F ... .. .. � ,� ,p � �� .,�i �E�� it�i �, � � �� : � �..:;��'� _ . ._. a . �� ._ � � .astht '�' . ,. +i. ��i��i -e� � `.i 4, . e r` • : y�a ; .�; � � �,. � �`' '" ;� 4z � � � a � .,� a � - � x;x v��"��'� �. . . r�; ;� �.r � �� t �� . . ..:�.� � � k�z . .. � � . .. . . � a �,'� ,: .,.i,... . . �s� ,. �� °�°'y°'f ie, ,,,e ._ . .._ _ "' . :3�r - �o � . s�.,. ��„ . . � .�,,° �3 '; �$3 s �, ' ; � �;:, ^ p... � ' B �� August l3, 20 Mr. Kyle Wet K.H. Webb A EI BU�d�� Consultants & Engineers, Inc. A.1.A. itects 1 i^_O \\'c,t (:anal C:cxirr, Suite 24O I.itilcrrm, ColoraJo 8U]20 rc:i: 3(�335O.100Q i:�s: 30i.35p.1 qt14 �.��•��.I,u ildi n�-o-e.com 710 West Lion head Circle. Unit A Vail, Colorado 81657 Re: Letter ith Stamped Detail for Repairs to Bottom of EIFS at Roof-to-Wall Transition Villag Inn Phase 5 Building, Vail, Colorado BC& No.12073 Dear Mr. We At your reque , we are providing you this letter with two stamped, signed copies of the detail we prepared for the repair to t bottom of the EIFS at the roof-to-wall transition at the Village Inn Phase 5 building in Vail, Colorado. We nderstand that these stamped, signed copies are now required by the To��n of Vail to close out the permit for he work, which we understand has been completed by a roofing contractor. As you know, where the roc insulation and by you that th existing condi� metal step fla<. detail applies ' described to u: we discussed this detail on Novetnber 7, 2011, in which you described to us the condition =to-wall transition on the building terminated near the bottom of a barrier-type exterior inish system (EIFS) on the e�terior side�vall adjacent to and above the roof. VVe were informed re were problems associated with damage along the bottom of the EIFS as the result of the ons. You asked us to suggest a detail to flash che bottom of the EIFS and the top of the sheet iing, which we provided to you via email that day. This was the e�tent of our services. Our � this one condition only and is based on our understanding of the e�isting condition as you This detail does not apply to any other conditions on this roof or this building. As our reques ed scope �vas limited, we did not visit the site or observe the esisting conditions first-hand. Also, we were not involved during the repair work on the building and did not observe the repair work at any time. We hav been informed by you that a roofing contractor has been making repairs in accordance with this detail; ho ever, we have not verified this and we understand that you have not verified this eitlier. At your reque , we are providing two copies of this detail (without attachments whicl� were refened to in the detail) which re stamped and signed, for the sole purpose of closing out this permit. By providing these, we do not in any ay imply that the repairs made by the roofing contractor were performed in accordance with our detail or w ether there are or were any conditions which are not explicitly addressed in this detail. This conclude$ our services at this time. Please call if you have any questions, or if ��-e may be of further service to you.l ly, SULTANTS & ENGINEERS, INC. , P.E., A.I.A. Reviewed by: Christo er M. orQa , P.E. Principal Cor� c.�Tc� �� e"�Ai c. �E j Builaing Si �g(,UDtI,L- `l�Q' �IA�T�j � �� I B � � I Consultants & E[igineers, Inc. BY PHOJ. N0. UA7E 303-350-1000 I��►�.ICGa.J�.l ►20�3 II-7-ll }�0 ��b� A��— � I �.`'a �'� : ��. Iy� 1►.'� � � : �� _ � � `tP. � M.V SI�tIT(�� t �iuute i '�'' �,� ��,o�Ou�� '�b�t o►.1 eF �1 �� (1�a�- j.�8lli U.i��E�tCI"LW�!'IP�R�ii� � 1t � N� lu�" �jt�D �P�t% �'�� IZ , �A� o�l� �►`�1'��C, � v�S 2° � rJat s� �1� �-�la►J C��1�iA�►�G o�l� �'��P �►r �� Ti txS � �'�.sT�� t W$ �x, �'r��.�t��c 1�1ar'� � l-.� �.� P1 M4 �"AI 1,�� t"BEf�, 2 �� 4L� �v �{� �1 �� A4� ..� .. , - '� r.� '.` � ��A�• /�- _ ..1 �� \\ � � � /� �` �� + \. / � �� . . P;i. - ' �,t�, �.�� s`. , " - � �t., / • !� -13� K P.O. vail, TO: MCONSULTANTS, INC. B 1658 Lars Walberg Build'mg Product Sales P.4. Box 9563 Avon, CO 81620 DATE: 5/25/2091 PROJEC : Vail vllage Snow Retention ❑ RFI ❑ MEETING NOTES RECORD � RESPONSE �9�a� s4a-s39� Fq�C 948-1577 JOB NUMBER: � 1 CS-20 ❑ CLARlF/CATION/CHANGE I have revi wed the proposed snowpad and snowfence specifications and layo�it for the above referenced project arxi have checked t e fastener attschment of the brackets and snowpads to the roof subsVate, nailbase, and structural framing. I was ir�fortned t at 3" of rigid insulation with a 1!2" nailbase will be applied directly to the roof sheathing, so 2x blocking will be required a all snowfence connedions. It is assumed that the strudural framing consists of pre-manufactured roof trusses at 24" on ce er, and all blocking at snowfence connections are assumed to attach to these trusses This review is stridly limited to e snowpads and snowfences as shown on the roof plan received on May 09, 2011 The roof p n shows a layout cansisting of snowpads in a 2' x 3' pattern throughout and a snowfence near the eave, around most of th perimeter. The required snowpad pattem according to the snowguard manufacturer for a 100 pounc�per-square- foot (ps� ow load consists of three rows near the eave in a 1'�Q' pattem. However, the snowfence is intended to repiace these low three rows. After revie �ng the intended layout on the roof plan it appears that snowpads should be added to the eave just below the plan-noRh ide of the high-roof fower as discussed. This area shall consist of snowpads in the 1'�Q' pattem. The snowpads shall also xtend to the ridge (eliminating the 4' gap from the ridge to the first row of snowpads). Also, it is my understanding that the pl n-west side of this high tower is of no consequence from sliding snow. Please let us know if this is not the case i for further now retention requirements in this area. Each of th snowpads shall be attached to the nailbase with at least (6)-nails per snowpad. The blocking for the snowfence ' brackets s a(I consist of (2)-2x6's (rivo feet bng, min.), and shall be attached to the roof trusses with (2)-6" Timberlok screws at each en of blxking (4screws total). The snowfences shall be attached to the 2x blocking with (3)-3/8° diameter x 3° lag screws at ach bracfcet. � The sno ads wiN consist of the #10 Half-round Pad-style by Alpine Snowguards, and the snowfencing will consist of the 314W with (2)-aluminum pipes, also by Afpine Snowguards. � Based on y review of the Alpine Snowguard snow restraint system as presented and the verbal infoRnation discussed, my calculation show that (with the revisions mentioned} the system is in compliance with the 1Q6 psf required design snow load and the r uirements of the 2009 Intemational Building Code. PEease do hot hesitate to call with any questio�s or to clarifjr any of these assump6ons. KRM Cons�ftants, Inc. ��••,.....; �ol ti�� H�N'�'G�!�.9F 341,67 � ' � �S�2S� (_ o.; ' Tim D. H�nnum, P COPY TO: N �`,�..�f/�(lff-/lk� F— ��—,______—� �t 'X zY" 3 �Pc� �,�rr�ev I � C P I � � �� ' ►n v II �I II------� II 22 — l Z x 3 ' P�,� � S�'aNGv�,�p,.f C�u � AC� I�ifv�iucr � i9��-� G: iCf-�%— , ,g�C6'�� Uo�f.� �-f !Z��.c ZY•• G�ead �•all�y comer f l-_�_� �- p `—�2. O ,y, e ---'-'-'---�f �) II • �_� I�� II �I `-----------�> • • • 23 year old ;� ��,,��;` shake shingle roof `"`� `� ` ' `"' - cax.v� �arx — - - — - - 6cpca,s:�, lanr -'SIOpe S:lz Ra�f Top l,hi►s � � HvL�G o� Cub S'� Skyli�x Dcrnaged h�at tape �,�' . L 13_ �d. `� ^� e T � . �"_"'_""'_".< -f I C'� �� I r._ � . I �� - � �. � Hole ,� ----------- L _. ` -- — �— 2$ 21 —� f"loderate snc�w rerna✓al dcmage � � HVPG ai Slee�rs �'� l.hir a� Slee�rs pro;e�cria,s ♦ Plurbng S►cLk O �rg P(� � Pkd� Gai o R� Dr-cu�oge ♦- Q'an (Exigrii9) � Sr_�er � Grnn (�•p.a) f'li5oe/o'Lao�� Cas Lne H He4vLow � L f�.�f Le�t OxagF waws�,n,� � Core Teer Sno.w �er�x � Rz�blem hd'ea►or� � eu�� wa�„� Wd '��.J � Giaidrr! gc� 5{ix Ra9ina Rrblem r�``l Ricxo IYticaror- 'hbne: 1J rdLarps� ur3ed irrem Tur�evr h'biris (ne. svsa rb�-,x 5n-�t. r�ao. cc� �oua� Tel (�I3) :1 yl-13C� Fr� r. (303� 431-�'� FY O��f a,ng rome: Gbne I �ole lYiisdrt�iig isihe pro�rYy of iuner Morris hc. k ma{ ror be rep-adu�ed wirt�oir con�enr . �,"'�'°"�� .. 1 � 1 : Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970-479-2128 www.vaiigov.com Development Review Coordinator TRANSMITTAL FORM � � �v Revision Submittals: 1. "Field SeY' of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: 31(-Dl�fB Attention: ( ) Revisions ( ) Response to Correction Letter attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street Address: �_ � PrS r I nF}�DOrv ��.I dC- ��s� V (Number) (Street) (Suite #) Building/Complex Name: �%ElIL V�l1.H XE infnl Description / List of Changes: C�.A R-! � i eA�r� [�n� �,1�!?RW i� G„i Contractor Information Business Name: ��N�2 I/ I��.Q.IS 'C100�=[�iC� {'�.�� JI �� i F ��',pM PtQ{� Y7��cS,LT-n�T . BusinessAddress: ��S� I fi�SN1�LL �7r City %� iZJ/%}�I� State: � Zip: �_ Contact Name: 1 aNy �(�T-'F �� a3 ^ C�� (use additional sheet if necessary) Contact Phone: I J� _ Revised ADDITIONAL Valuations (Labor & Materials) Contact E-Mail: .Dl1 u ��.i.c�ne�lYlD�r� S. �.DM (DO NOT include original valuation) X Building: Owner/Owner's Representative Signature (Required) Plumbing: Applicant Information Electrical: ApplicantName: UV.L P,.lASEV i�Of� Mechanical: Applicant Phone: Applicant E-Mail: For Office Use Only: Fee Paid: Received From: Cash Check # _ j CC: Visa / MC Last 4 CC # I� Auth # exp. date: Total: Date Received: $ _� � iZ� _i_��. _.°- ��--- �� I _ `�17 i �-� L � ` � � �� oc� � zat� � TOWN OF VAIL oi-o�c-� i ��-�w, — T�r��c ✓ j�o�'�'� 5 �o�� P� �; t�� - � ` � - o � � � � ��\�� el►��- �P��s� � Il� I�t� .��.�.....�._ _. .�,_�- ..��.._�. ��. �. ,;. ..��, � ��.. . .� . � -� AA� �� ,._�. . :� �..._� .. J � L�. � � > r-'-.... LL.. 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" � �` "U; �,' Q�T 2 (� ��i`�1 I� TOWN OF VAIL .. , -- � ,� ,� ��, r D *`�,."" ,rir. gk . ��d, �4 y . � .. �� `L * � w -�-4 "�'" �; : �'�'"�s� ,ek - � ��"s, — . � _ �. � _,. . ,}::. � ,, . __ ��-"„��i ��,�>��x�4��"'`a ' ° � s �.. `k.: � . � � � � - . �. _ .� _/ .,.�_-. a_ - - . . _ . __ _s— �' -.-.r . �-� 4?�1��0 L°'� p [, G� [ ��', �L� �`�' I� OCT 2 0 ��`i i � TOWN OF VAIL — Scc w�krr ` P� ywoo�l NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES , ,. �ou� a� ��; . Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11-0148 Job Address: 68 E MEADOW DR VAIL Location......: PHASE 5 COMMON ELEMENT Parcel No....: 210108254002 OWNER GEROCA S.C. 05/27/2011 100 E MEADOW DR 101 VAIL CO 81657 APPLICANT TURNER MORRIS,INC. 5054 MARSHALL ST ARVADA CO 80002 License: 647-B CONTRACTOR TURNER MORRIS,INC 5054 MARSHALL ST ARVADA CO 80002 License: 647-B 05/27/2011 Phone:303-431-1300 05/27/2011 Phone:303-431-1300 Description: COMMON ELEMENT - VILLAGE INN PLAZA PHASE 5 REROOF Occupancy: Type Construction: Project #: Applied.....: Issued. . . : PRJ11-0107 05/27/2011 08/09/2011 Valuation: $185,000.00 ....�....,...,..,, ..........................................,,�...,.......,,,...,...,,,. FEE SUMMARY ......,,�..«..,,.....,,...............,,.....,....,..,...,,...,,,.,,,......,,...a Building Permit -----------> $1,469.75 Bldg Plan Check ----------> $955.34 Use Tax Fee-----------------------> $3,500.00 Electrical Permit ---------> $0.00 Elec Plan Check -----------> $0.00 Restuarant Plan Review--------> $0.00 Mechanical Permit ------> $0.00 Mech Plan Check ---------> $0.00 Additional Fees--------------------> $0.00 Plumbing Permit --------> $0.00 Plmb Plan Check ---------> $0.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $5.00 TOTAL PERMIT FEES-------------> $5,930.09 Payments------------------------------> $5,930.09 BALANCE DUE-----------------------> 30.00 +f #*trt�t'1*t`*f �'R4+wi4kf YerttriFYYrYrrtf trtrfr'kf M'�kk w M'f f iri(kM*#'k�k'k1�i(i*f **fifiitr#ir**1`1`1`#t'1'1(1r1r1(***1`**i**1`*******d1`fiRRt w**##*#iFYrif f fhiPrt%'YrYr�R�kM'Yr�kYrlrrtfYe'kYeYr%�YrYrf �k�A"kM'�kYri(1`1r'k�t R'#Yl�k#4#YIM�kYrYr*�klYl4+Lir1e1�1t4Y1*1(4#**41(4** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. �r�rl Signature of Owner or on tor Date r � Lo � Print Name combination permit_012811 1 � J V�riiT V� tiiLL� 1 .••w...,v.+,v�,rrt,r:�:�ww.x.x.�wx.•x.r.w.+,rx�x��r+w�+.wxw..xx.xx+,r.aewwwww.,.wx+��s.w+s„r��s,.w�+xxx+.x..•x•w+wr.,r..�,rew.wew+.�wwrt»v.�».s.�w��r+wwx+.s��:xww�.x.+wx..xxxx.xxx.:xwxx..xx..xxx,r. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: 611-0148 Owner: GEROCA S.C. COMMON ELEMENT Address: 68 E MEADOW DR VAIL Location: PHASE 5 ..................................�.....,,.......,,,...,,,.,....,....,.....,..*....�...........��..,,....,............�.............,,...........,.,..,.,........,...,.x..�.,......... Cond: CON0011952 The flashing detail on the vertical building elements shall match the other phases of the Vail Village Inn (i.e. remove the existing stucco, install the flashing, and re-cover with new stucco). Cond: CON0011968 The applicant shall paint all existing un-painted roof-top mechanical equipment, flues, vents, etc. brown to match the new roofing material. combination permit_012811 i � �� a ***********,.*,.,..*««*****«****�*«,.««««««*«*.,.,.*,.**,.*,..«****«««.,*****************�.,.,.,************,.,.*****,.******,+,.,,,..,**«««.*.,****«*«««««««*****«*«««**,.« Permit #: 611-0148 Owner: GEROCA S.C. COMMON ELEMENT REQUIRED INSPECTIONS AND STATUSES Address: 68 E MEADOW DR VAIL Location: PHASE 5 .,,�*.�*.***.*.,****.,***.**.*,.,.,,.*„«««*.,******«*********.,«************.****,�,**,,.*****************,..,,.,.,,,,,,,,******««*««*«**********.******************.* Item: 00534 PLAN - FINAL C/O Item: 00090 BLDG-Final combination permit_012811 **+++**�*******++++*+*******************++**************++**�**+++*******************�*�**** TOWN OF VAIL, COLORADO Statement ******+*+********************************************************************************+*+ Statement Number: R110000957 Amount: $4,974.75 08/09/201103:01 PM Payment Method: Check Init: LC Notation: #2147 / TURNER MORRIS INC. ----------------------------------------------------------------------------- Permit No: B11-0148 Type: COMBINATION BLDG PERMIT Parcel No: 2101-082-5400-2 Site Address: 68 E MEADOW DR VAIL Location: PHASE 5 COMMON ELEMENT Total Fees: $5,930.09 This Payment: $4,974.75 Total ALL Pmts: $5,930.09 Balance: $0.00 *******************************************+***+***************�*****+********************** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 UT 11000003106000 WC 00100003112800 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 1,469.75 USE TAX 4� 3,500.00 WILL CALL INSPECTION FEE 5.00 � � Department of Community Development" '° �' " �` � �� 75 South Frontage Road . :- ; �- -, � . , � r y, :h _ ; ,; �' � ��, :� �, r �"�-'�g � � Vail,.Colorado 81657' � ., Y 'Il. .. . . . . F. - y� -�-� � ,w s Tef: 97Q-479-2128. '°`'''� �,� , : VIleb: www.vailgov:com � �:� �, .: � ��• ' ` � �� / Development Review Coordinator � � `,� ° ` � ; �' y) : . { #� '��g� - - . ff �� e s _ Ti�T�`i�'' T � , , _ �. � � ,�. � - � i, �. ��. _ �ae . �_a _.._ �_ ..�.,��_ �.��:..�, ��, ._.�: . -` � _ . �. _ ,.�� ._ �� ,..e�,...� BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Streetf ddress: Project #: �(Z.j ��— D 1 D rl � CA� �J�,�iO+� �.0 , ` r` (Number) (Street) (Suite #) DRB#:__� I ��"13 Building/Complex Name: U+ �I �� -!'�h �� t,n-'�J Building Permit #: � I I—�� S Contractor Information Business Name: � �/%l1'�` I _10f� �S Business Address: .3857 :M �i�S �q1� ST City �y' �!/� �} State: �ti Zip: �b00 Z Contact Name: � ✓l � lA/(' Contact Phone: � 7� 3 q./ �3 �3 � Contact E-Mail: � o.1��v►�✓�Crr�� 1 � CO �^'� Contractor Registration Number: Owner/Owner's Representative Signature (Required) Project Information Owner Name: Parce� #: ZI DI D`�Z-S�(OD2- — I 0 Z (For Parcel #, contact Eagle County Assessors O�ce at (970-328-8640 or visit www.eaglecounty. us/patie) Detailed Scope and Location of Work: �T��( o c5 a�nr� �a�k b (use additional sheet if necessary) Lot #: Block # Subdivision: Work Class: New ( ) Addition ( ) Alteration ( � Type of Building: Single-Family ( Duplex ( ) Multi-Family ( ) Commercial ) Other ( ) Work Type: Interior () Exterior �) Both () lectrical Mechanical Plumbing Building Valuation of Work Included Plans Included Work ( )Yes ( ✓f No ( )Yes (�lo ( )Yes ( �o ( )Yes ( �o ( )Yes ( No ( )Yes (�o ( ✓�(es ( )No ( vJi'es ( )No p0 Value of all work being performed: $��SO00 (value based on IBC Section 109.3 & IRC Section 108.3� Electrical Square Footage —N/9�- ,C d'oak 0.nr� in1 .St�M'� 0v1 � WI��S Q.�) For Office Use Only: Date Received: Fee Paid: � q�,S • 3y D�� a�� Received From: ]"ON`( Ct`u2.�� ,n�oiZRts� �ash Check # oZ03�1 MAY 2 5 2�J11 CC: Visa / MC Last 4 CC # exp date: Auth # TOWN OF VAIL O1-Jan-11 KR M CONSULTANTS, INC. [370) 949-9391 P.O. Box 4572 FAX 948-'I 577 Vail, Colorado 8'I 656 RECORD 7'O: Lars Walberg Building Product Sales P.O. Box 9563 Avon, CO 89620 DATE: 5/25/2011 PROJECT: ❑ RFl Vail Vllage Snow Retention ❑ MEETING NOTES � RESPONSE J08 NUMBER: 1105-20 ❑ CLARIFICATION/CHANGE 1 have reviewed the proposed snowpad and snowfence specfications and layout for the abave referenced project arxt have checked the fastener attachment of the bradcets and snowpads to the roof substrate, naitbass, and strudural framing. I was infomied that 3" of rigid insulation with a 12" nailbase will be applied direcdy to the roof sheathing, so 2x blocking will be required at all snowfence wnnec�ions. �t is assumed tha# the structural framirzg consists of pre-manufactured roof trusses at 24° on center, and all blocking at snowfence connecbons are assumed to attach to these trusses. This review is stricdy limited to the snowpads and snowfe�ces as shown on the roof plan received o� May 09, 2011 The roaf plan shows a layout consisting of snowpads in a 2' x 3' pattem thraughout and a snvwFence near the eave, around most of the perimeter. The required snowpad pattem according to the sr�owguard manufadurer �or a 100 pound-per-square- foot (psfl snow load consists of three rows near the eave in a 1'�f1' pattem. However, the snowfence is intended to replace these lawer three rows. After reviewing the intended layout on the roof plan it appears that snowpads should be added to the eave just below the plan-north side of the high-roof tower as discussed. This area shall consist of snowpads in the 1'x2' pattem. The snowpads shaq also extend to the ridge (eliminating the 4' gap from the ridge to the first row of snrnvpads). Also, it is my understanding that the plan-west side of this high tower is of no consequence from sliding snow. Please let us know if this is not the c�se for further snow retention requiremenfs in this area. Each of the snowpads shall be attached to the nailbase with at least (6}nails per snowpad. The blocking for the snowfence brackets shail consist of (2)-2x6's (iwo feet long, min.), and shall be attached to the roof trusses with (2)-6" Timberlok screws at each end of bloddng (4screws tota�. The s�owFences shatl be attached to the 2x bfockirsg with (3�3/8° diameter x 3° lag screws at each bradcet. The snowpads will consist af the #10 Nalf-rour�d Pad-style by Alpine Snowguards, and the snowFenang wdl consist of the 314W with (2)-aluminum pipes, also by Afpine Snowguards. Based on my review of the Alpine Snowguard snow restrairrt system as preserrted and the verbal information discussed, my calculafions show that (with fhe r�visions mentione� the system is in compliance with the 100 psf required design snow load and the requirements of the 20091ntemational Building Code. Pfease do not hesitate to call with any questions or to clarify any of these assumptions. KRM Consultants, lnc. SIGNED: Tim D. Hennum, P ��,.e....;�� \�p. HE,�,�.G � �i 34 ,61 , COPY TO: s � N �y�.`l W ..S''l�11f� � ��..'' ,�---. a�l-----��• i�'X zY" .� �C''� ��'?� fi�9%/�.I�%.i i - � � . � • � �'_. � v � 4 �—�2 , O ` �' �r i � � � --------- -> k �� . - ---- - � �_�. i , �i 23 Year old �,��, �--.-� shake shingle raof `�`� ~ ~ Ca►Xrol bex __. _ . __. . . Expaisi�n bix �'al ape 8:12 RavF Top l.kprs V HVPC an Cub � Skyli�rt v��, � - �,��,�� . . HVPC on Ske�rr. � _ lh'r on Siee�Z+rs Danaged heat tape , ---------- �> �j ------� �,. �'P:�"�, � �, ----� � ` : (� : _i � � 22 � '�'" _._... _ __ ______ e - - ��,,; � � ��_ e ""a,�' Z X 3� �'a.trtrn..r bF I .��Ne�L+r�UI�I�C.A,!" � ��--------------��► t�''/t-� � , Ar,c- .l�,�w��v� � ' , �' �.\ . ,��C'�r ,�'.r�'�` _ � ,r�j� .�flG�f:� ,�--t. �2'�',,r ZY`• Dead vd!ey corner '� ;�� Ht�it: � �� z. -------- i;_ .. .' � -� 2� =`—�---- 21 —� m r,. Moderate sno�w remonral danage Town of Vail REVIEWED FOR C�dE COMPLiANCE Date: g- Z —cf t--- B�/: (�� Code: �" Prnjacrions Plu�rg 5►crk • �(.wx Pf� ■ Fkdi Pm o R� C7►-nhc+�e ¢ Rron (6cisrng} �-� ��aer P Oron (Ns�w� Mfsaellaienus Gas Lsx H Hi�lto�,r � � fb�of �eMe� C?iaige _. _ _ WaNavu/ � Core+ TegF �� a-o��„ ndraro� n � e��r �a�+ ��Fbeidrg Bcu�¢ 5�vr �;�:ti Aa9»ig Prs�tem �, G�xo hdearor � ' hi�he' -U r�catrs ai tnu9ed irem Turr�r Nbms Inc. SC754 MarskaN 5tr�et. Al-�nda. CL7 SC7C7C7� Tel (303) 431-13C-'�O Fax (303) 431-�a4G�C7 �,�+ Dw�g.namc: a� s�ca� This drw.Jrg is t4�e pv�r'ty of Tuner hbrris hc. k ma,� rot be rtap'ndu..�d wif�oir r�neerx . L�C�(��N�/I� D MAY 2 5 2011 I OF V —�� > �� C� � O� � �� Oo � 1 Q 1 � �.� � _--� � � 4-2012 om Inspection Request Reporting ` � �[ail C(J - C.1t�,(S2f � Requested Inspect Date: Wednesday August 15, 2012 Site Address: 68 E MEADbW DR VAIL PHASE 5 COMMON ELEMENT ��d / Nage � A/P/D Information Activity: B11-0148 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: Insp Area: Owner: GEROCA S.C. Contractor: TURNER MORRIS,INC. Phone: 303-431-1300 Description: COMMON ELEMENT - VILLAGE INN PLAZA PHASE 5 REROOF � : 534 PLAN - FINAL C/O : TURNER MORRIS,INC. : 401-0662 : BGIBSON . Time Exp: Requested Time: 08:00 AM Phone: 303-431-1300 Entered By: JMONDRAGON K Item: 90 BLDG-Final Requested Time: 08:00 AM Requestor: TURNER MORRIS,INC. Phone: 303-431-1300 Comments: 401-06 Assigned To: JM Entered By: JMONDRAGON K Action: Time Exp: Comment: e Inspection Historv Item: 534 PLAN - FINAL C/O Item: 90 BLDG-Final 03/26/12 Inspector: sgremmer Comment: extended REPT131 Action: PI PARTIAL INSPECTION Run Id: 14789