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Home My WebLink AboutB09-0060��' :�� 3 ^ °�. � ,� �i a a.,� f .� _ b'r fi � � � "s ..,:3 � j �� M A'� �� ' �a `s � � i� y` 1 $ rt �5�;7,�. j��';�� a ' '� �`�,sy. _ �.. f., _. �. .. � , a Department,of Community De�elo� § '�" 75 South Frontage � �� E �� P� � y 3 � .� V �'�� .IDI Q�Y� � ��_ � ; 'p�#,� "� , `'��_ �°` � "°�Tei_ 9�0'=4�� " `� t.� �� ' ��=�� Fa�C``F.9?Q��'i n.�i. • �.. -.. J t'-f : x � �� zyy�y�gy �� ': . �/�/ { �` ��/{�(/��.?�` 4I ."' y1� "'°r%� `; $ ��" XY'� '. �� ■►e1�7 �1i �Y �.Y V��f�Y� -� � ,-° � �" Deve7opinen� Rev�einr,�bt�sd h., �� d . � �.2 �r« ^",:'� ${�,,y .: a.. .'� , , ._ ._.....s.,�,�:.,�� .��a��' �';� TRANSMITTAL FORM Revision Submittals: 1. "Field SeY' of approved plans MUST accompany revisions. 2. No further inspections will be performed untii 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: ��~ Attention: � �� (k� Revisions ��Q _ O O r � O Response to Correction Letter � �� attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street Address: (Number) (Street) (Suite #) Description / List of Changes: BuildinglComplex Name: �a� �vl -� � ,�; _ Contact Informa Company: 1 1T� r- � Fs��,��?S j Company Address: City: Contact Name: State: Zip: w . • • ia��y�� ' i ■ I '� � Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) � Building: Plumbing: Electrical: Mechanical: Total: $ $ $ �� V \ 6 / J l • _� (use additional sheet if necessary) _._._ _.. .._ _� _ _ _ _ ....._..._. __. Date Received: O1-Jan-10 ��':° r� w Aii�ilSi �J, 2{jj{} `t'at��n c�f Vail 'i� Souih l�ron#a�;e Road Vail, CC� 8 l �i57 ' � � �^ �� d:ilta �.[)�:L1r�t341 I)t:nvc�t. f_cs;s�ra�;t, I'�ri*ia:41. �<}_A(1l,�f5 d� '"'��a3NIWMC3 SNtI'ld !'�;�;�!psun( StUl �(ue �o ao aP � . l� �'q�:��o^,, : ::. ,: ..�. ;;�nl�ru�s e )o ^�� .,� f,;,u�dn��o uana�d o �zuo� ;n� cs; _ � . ,� 1 1 P u �_,,,;�;� tiuip�mq 841 '�:`� :=�� u� sluawn�op uoil�n��suc� cy� ui �.�:�� uo.l�a��o� �. _�. ,,.�.�,:a �:o�� si�i�o 6wPl!�q ��il luana�� cu �;�;;� �;ep�ay;o pue s;u�� o;l�n��suo� uo paseq �;wa�d �� e�u�r,��i � i sn eq lo� �.,: i�,y�, � N yl 'P.I i' p�un[ ayl �o sa�ueui��o ��u�o �o e��:, �•�!? ;� �u��s�no�d ey� I��,: _:., .,..�.�,� o� �(�uo43ne ani6 cl E; �..,,.,��::` ...,,, �..:,. r _°��;:,si�n( , ,._, ,,p�o �aylo /�ue ;� a� c;,c : � . � , �. o uc� r� � !� �us �itin: Mr. �Viartiry i-ia��ier3�� C�iic�f As�ildin� {�#i�i�l � - no�dde u � : � , ,� � � '- � ��, zou � .:.i'•�J !� a:.�li^il o! i�._� i . ... .. �,n,., ��!, � �'�.. '�'^�s�i =':%ti,a. " � Re: �ecc[lia Rcsictcnce (Mcc�'cc�# 7##1 l.#)(1) .°--.�---.�,- .__ ._ . ^ 3 1r'aii, CC) sa�in�� :.:� l;a��g 6wPf!��, :,� �uaw�,�„�� w.:�:�o�anaQ �iunuiwo� �;-, ��r ��.'-`��r'�, C]3/10addd �s tiiscus,�d, in tiic s�:citic case oCti��.11��chanical I)nal �;nc�lcasur� at iht rt�4idc:nct, �ic�nxc� 1�C Neu�c�l� �n�it�ccrs. J��t�., is of the apiniun that �t�� f�cstin� far th� er�cic>sur� tar� bear a��c frast �iepth Fc�r ti�e ft�llou�in� reaso�s: 1. l�o inieric�r spt�ce is t�in� created. 7i�c: �ncic�sure is an extcri<�r �attacht��nt icr the �It1iIL�i11�,. 2. Tize c:ntire cnclosure is I�ss than � feet wide and exten�is frc�m ihe buitding approximately 18 inches. 3, The f�t�r�g is heii�g dca��v�led inio �th the existing fi�undalic�t� wall a�id ari �xtcrior c�ncrcte st�ir. �. i�ase�i on its laca#i�n a�id si#e� c�nditians ��e fzel frost suscepti}�iii�y will be rninor. :i. '1'c� �1a4� the �`r}otin� �low frt�st dc�th t��auld r�c�uire r�mbval of a rr3:�ture tr�e. i�`you lt�v� any t�u��t�r�n �r r;,�mm�nts plea.�� c;�a1�. �tt�chcc� is an�#la�r �o��}� cafour d�tmi! fr�r thc enclo�ure. IGiiJ'F.FR4� iNC. T�wn of Vail '� ��PY ��,.� �'c: Mr. 1��.'nni� Thomp�can, Gec�rge Shaei�er C�ns#ructic�n G�2ttpa�y ��ww,n�+�nrc��=t►rw�ll.��r�r» ?t7 fier�r:liry�rirk itvad • 'auite lf�a + l�.t�, fi�,:c t4x)7 + ?�von, �ul«r:�dr.r �I�2t7 (9iU) ��-7'6f3 � F'A,?� fi)JU� 9�9-��a� + cr��:,i�, ��i��r��c>nic��-n��ls.ccam � � � � �- � � y .a.. � �[ y {y , � ' � t �'' �.r � , } `�, `l�.r. �� w.w � � � ,��_ �' �, .u�o, _..�.._� .. . _. 1VIsar�ro� c� Nc�vcrell �' �, LT1�lncc�r�,latc•. ��+��rrK} ' : ___ �.�. aF ,�-��' ar�_,r . ,�.�.1.» �i '�,r � � 5 t �Ai�` � i �`*.-> �, �'� �,��tna�r�aav_. - `"� �..�..�.._ �r -�-d--��_ t �a �,� �r�KC��.�VE ��_ _� , f�--�... . 'r Y . i, , �,, _ ,. r�ment � �y � r . �� Aic • i,..,. .i_...:... - .___, .._.. 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" � . . — ...,�. � .. . : a..«..... .._._.... . .. _; _ �. . . ,. . - � ,,. .,. „ _ _ .. ,.. ; � • , . . . .. , � A ��'� !9T[k&Y N14.:} (�+ia+a: ��:;?�rs.es �+ NOTE: THIS PERM/T MUST BE POSTED ON JOBSITE AT ALL TIMES .� �ow�o�vn� ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B09-0060 Project #: PRJ08-0474 Job Address: 1082 RIVA GLEN VAIL Location......: SPRADDLE CREEK ESTATES Parcel No....: 210105301003 OWNER 1082 RIVA GLEN ROAD LLC 04/20/2009 210 VIA DEL MAR PALM BEACH FL 33480 APPLICANT GEORGE SHAEFFER CONSTRUCTION 04/20/2009 Phone: 845-5656 PO BOX 373 VAIL CO 81657 License: 302-A CONTRACTOR GEORGE SHAEFFER CONSTRUCTION 04/20/2009 Phone: 845-5656 PO BOX 373 VAIL CO 81657 License: 302-A Description: ADDITION OF 500 SQ FT OF LIVING SPACE Occupancy: IRC Type Construction:IRC Status . . : ISSUED Applied . . : 04/20/2009 Issued . .. : OS/24/2011 Expires . ..: 08/16/2010 Valuation: $610,000.00 Totai Sq Ft Added: 595 ..............................,,.._............,..»»...,,,..,,................,,..,... FEE SUMMARY ..»»..................,,...�....,,..,.«..........,...«........................... Building Permit Fee------> $3,756.25 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $18,731.06 Plan Check--------------------> $2,441.56 Use Tax Fee---------------------> $12,000.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $440.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> $18,731.06 Investigation-----------------> $0.00 Recreation Fee-----------------> $89.25 Payments-----------------------------a $18,731.06 Total Calculated Fees--------> $18,731.06 BAIANCE DUE-----------------------> $0.00 ..............................................................................................,...,.......,,,..........._.......,,,.,.........,,....................,...........,......... 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 informatior 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 towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR I SPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:0 PM. �'- � �- ! l `..�Signature of Owner or C tractor Date Name b I d_a It_co n st ru ct i o n_pe rm it_041908 rxx�+:w.r�xxxwxx.ewwewxwweewwwwwwww�+•xr�+�x++rf�++��+ww+:�:x+.�x��xxx�«•�x�x.xw+x.wwww..wrww��w+r��x��w�w�ww��r�r�w�+�+w�x��+r�ww�+.w��wrww�www.r:.wwrw.www.+x�xwxwwxxx++..x+�+ APPROVALS Permit #: B09-0060 as of 08-24-2011 Status: ISSUED � .........................................................�.......,....,,........,..,,.,............,..,.,,,��...............,,.......,..,..........,......,.....,.............,,..... Item: 05100 BUILDING DEPARTMENT 04/30/2009 cg Action: CR F:\CDev\CHRIS\PERMIT.COMMENTS\609-0060\609-0060. DOC 12/07/2009 Martin Action: CR Revise plans to provide game and media rooms with exterior openings for natural ventilation not less than 4% of the floor area or specify mechanical ventilation at .35 air changes per hour per (R303.1) Indicate on plans it is to be provided on mechnical 3. Revise plans to provide a ResCheck compliance certificate and inspection checklist. Show all required R-values on the plans and sections and U-values on the windows. Provide on plans 01/08/2010 Martin Action: AP 08/23/2011 JRM Action: AP APPROVED REVISIONS DATED AUGUST 17TH 2O11 Item: 05400 PLANNING DEPARTMENT 04/24/2009 bgibson Action: DN mechanical room added since DRB approval. revised GRFA calculations must be submitted. 12/03/2009 bgibson Action: AP plans routed to Martin Haeberle Item: 05600 FIRE DEPARTMENT 04/28/2009 JJR Action: AP Provide stamped shop drawings for changes or additions to fire sprinkler and fire alarm systems. Item: 05500 PUBLIC WORKS 04/27/2009 cdelles Action: AP .wx+...,r,vxw.e.ww,..+�r�+s.s.x��,r:+.+.xx+.wxwx•x..+wxx.www,v,.,rww,ve�w�s.��»r��+x�,r��wxwxr�+��xw.x.+xx�•x,r,r,r..�wv.��ws.�w�xww�xxxxww��..xxxxx�+ev.x+wxewav.»w,ewv.x�,rr+,+,+w�w»«�wwr,��w+x+x�r.r��+xx� See the Conditions section of this Document for any that may apply. bld_a It_construction_permit_041908 B09-0060: Entries for Item:90 - BLDG-Final 08:22 02/28/2013 Total Rows: 3 Page 1 x�.�xxx��x��xx+w��xxr�wr�+ww+xx��r+rxrxwwx�w�r�x+��xw�+��+wx��x+xwx+x��+xw+www�x�x�xx��xx��xxww+�r��wwrwww+ww�wwwww.w.+rw�.w+xexx•wxwxrwwww�x�+�xx��w++r�w+� CONDITIONS OF APPROVAL Permit #: 609-0060 as of 08-24-2011 Status: ISSUED •f rtiFf 1rA'41r4trilirR*4Li(#/rLil4RRf'ff1`1(wt(f f41r1rRtrx+�f f}xwxlritrlrRwfftrfitrRRle+eRtrxtf f1Yrf ie�klraxlr+tw�R+FRtxRAf wf ffiN+#w�kYrfY'#YrrtYrYn1'i4f i1'4fYrYrYrfYrfr4PrYrYrkfiY'Y'�kR�R#f`!f �k�RYeRfitxxlrffr4�w�RRRt`1rfrRRRt`f(f41`1�41�if f 4�Ri*41rY`f #frt�FY( Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG 2003): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. b Id_a It_co nstruction_pe rm it_041908 *************************************+************++*******+*+*****************************+ TOWN OF VAIL, COLORADO Statement *****+*******+****+*****************+********�**�*********************�********+******+***** Statement Number: R110001063 Amount: $608.37 08/24/201108:40 AM Payment Method: Check Init: SAB Notation: 103598 - GEORGE SHAEFFER ----------------------------------------------------------------------------- Permit No: B09-0060 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-053-0100-3 Site Address: 1082 RIVA GLEN VAIL Location: SPRADDLE CREEK ESTATES Total Fees: $18,731.06 This Payment: $608.37 Total ALL Pmts: $18,731.06 Balance: $0.00 *************************************************+************+******************�*******+** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 UT 11000003106000 Description ------------------------------ BUILDING PERMIT FEES PLAN CHECK FEES USE TAX 4% Current Pmts 47.50 360.87 200.00 °,";� e...,. Department of Communi#y Development^ � r'=-� x. =� , {,� " � �, , 3 '= South Frontage Ro�d . � , , . � ° � ' : �' '�,` : ;�;, ' Va�1,.CQlorac�4 P��5��;� � �. �� _. , . � �' � .; � ' s ♦ :�Tei 9�0�79 2128 `� e ° ��`" �� _�$ �. '" ` �. �� ,�� , .. _ T Fa�c t9�Q-47� 24�� '; �� - .� �,� �� IVeb: ww�+v va�igov �airr� �;,n�' ,.W �`'�� - - Developinenf.Reu�ew Coe�rc�Eri�ta� � �� °�� =4� =I'�t € i s �a g �,, � .�� ..�K � � a. •.` �� y, � � � l.,_>� �t �.�.a'3�, �,.F , . ,. . , e, . . . �.m .. � "T"b!'C'_ "r'� . � �,i� s. �S� _..e.....�a � -cZ��` TRANSMITTAL FORM � 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. � ______. a_a_ � __ �_ _�_ _ _ � _ . .� . _ _._� __Y __ __ _._._� � �..�. � .... �..__ ; Permit #(s) information applies to: Attention. ( evisions ; ( ) Response to Correction Letter ��L,pg _attached copy of correction letter � ( ) Deferred Submittal f �� -- �� ( � ( ) Other 't Project Street Address: 1 pg � �11fA� (�►t_P��( (Number) (Street) (Suite #) Building/Complex Name: Contact Information: Company: �,� Company Address: City: i�� Contact Name: � Contact Phone: E-Mail t/.l71/LI�i State: � ?, � �- Revised ADDITIONAL Valuations (Labor 8� Materials) (DO NOT include original valuation) Building: $ v�� C Plumbing: $ E�ectrical: $ Mecha�ical: Tota I: �. '� %� �!I 1a Description / List of Changes: l (use additional sheet if necessary) __ _ _. _ _ _ _ ___ _ _ Date Received: � � � � �/ � D AUG 1 '7 2011 TOWN OF VAIL OI-Jan-10 GEORGE SHAEFFER CONSTRUCTION COMPANY P.O. Box 373 VAIL, COLORADO 81658 TO: Martin Haeberle Vail Town of 75 South Frontage Road Vail, CO 81657 Voice #: 970-479-2138 Fax #: 970-479-2452 Email: mhaeberle@vailgov.com WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OO F TRANSMITT�4L �Attached ❑Under separate cover via ❑ Prints � Plans ❑ Change order ❑ _ the following items: ❑ Samples ❑ Specifications COP[ES DATE NO. DESCRIPTION 3 7/26/11 Vecellio Re-submittal/ Revised Structural Drawin s — Added Powder Room THESE ARE TRANSMITTED as checked below: � For approvai ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE ❑ Approved as submitted ❑ Approved as Noted ❑ Returned for corrections ❑ REMARKS: Attached are the re-submittal drawings. COPY TO: ❑ Resubmit ❑ Submit _ ❑ Return _ _ copies for approval copies for distribution corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US � � � � � � 1 � r 2a» AUG 1 TOWN OF VA�L SIGNED: George Shaeffer C�struction Company If enclosures are not as noted, kindly notify us at once. Version 1.0 . � :. Department of Community Development ' "'` � °� - 75 South Frontage Road ��. ' � ��o, � "d� �� a�,� � x�-; Vail,:Calorado 81657 - � �-� ° � �� "� � � � . ' TeL-` 970-479-212�3 � .,�—�-'``a,; ,�..�� ' � �;�� ° - . '� , � �... K=- �, , � ��",� � � �.;� � � Web: www.vailgov.com � �'� � � °� R .,,. - ��` = Devefopment Reviev+r Coordinator�- rr�� "� �`��, � � .� � r� . "'= 4'3 '.. ; r�nri�x t'~�+-� tr� r� ; 3 � . . -� � x}- a W �� - � � �l� 1��' ��#s.,�` �_. �_ � ,�� '� �� ' ..�,.�.� ..�a� � �� .x__��"'�c. ; ' . .... 2, � � �_ ..�'�.� _ �_. r_�,....;� BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: -!�"-6�-�— K i 1/c� UL �Qn (Number) (Street) (Suite #) Building/Complex Name: Contractor Information Business Name: �,c.cL �E? S �c� � Business Address: �D $O� �/8� City (��v��Jz State: C� Zip: —�� Contact Name: eCf `�Q�fi/1 e S Contact Phone: %�� 3 T� T�� Contact E-Mail: f�� rA lJQS �a.n ��/*'lil,� �.�d%`l Contractor Registration Number: X Owner/Ow Representative Signature (Requiredj , Project#: �I�� V '�`1 �y DRB #: Building Permit #: � '� � 6� �+� v�� Lot #: Block # Subdivision: Work Class: New ( ) Addition (/� Alteration ( } Type of Building: Single-Family (XDuplex ( Commercial ( ) Other ( )_ Work Type: Electrical ) Multi-Family ( ) Interior ( ) E�erior ( ) Both ( ) Valuation of Work Included Plans Included Work ( )Yes ( )No ( )Yes ( )No Mechanical (�Yes ( )No ( )Yes (.�Plo � SOO Plumbing ( �j1'es ( )No ( )Yes (�Pdo S�� Project Information Building ( )Yes ( )No ( )Yes ( )No Owner Name: Value of all work being performed: $_ Parcel #: ��value based on IBC Section 109.3 8 IRC Section 108.3� (For Parcel #, contact Eagle County Assessors O�ce at (970-328-8640 or visit www.eaglecounty.us/patie) Electrical Square Footage _ Detailed Scope and Location of Work: �/��_�O� . . 1 � . ,� f� ., J (use additional sheet if necessary) For Office Use Only: Fee Paid: Received From: Cash Check # CC: Visa / MC Last 4 CC # exp date: Auth # _ Date Receive U AUG 1 0 2011 TOWN OF VAII. �� - � ° ' ` - ` ^� v<�: _. � ,.. .... �..� O1-Jan-i l NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES . . �w�oFV�, � Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.245�?, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B09-0060 Project #: PRJ08-0474 Job Address: 1082 RIVA GLEN VAIL Location......: SPRADDLE CREEK ESTATES Parcel No....: 210105301003 OWNER 1082 RIVA GLEN ROAD LLC 04/20/2009 210 VIA DEL MAR PALM BEACH FL 33480 APPLICANT GEORGE SHAEFFER CONSTRUCTION 04/20/2009 Phone: 845-56!i6 PO BOX 373 VAIL CO 81657 License: 302-A CONTRACTOR GEORGE SHAEFFER CONSTRUCTION 04/20/2009 Phone: 845-:5656 PO BOX 373 VAIL CO 81657 License: 302-A Description: ADDITION OF 500 SQ FT OF LIVING SPACE Occupancy: IRC Type Construction:IRC Status . . : ISSUED Applied . . : 04/20/2009 Issued . .. : 02/17/2010 Expires . ..: 08/16/2010 Valuation: $600,000.00 Total Sq Ft Added: 595 ...........................�.,,,,.>..,.,,�.,....x.......,...,�..............,....,...,,,, FEE SUMMARY ,x,.x,...�_..._..,......,,.,,,,,,...�...,,,,......................,,....,,,,,,,,,.,�.,. Building Permit Fee------> $3,708.75 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $18,012.69 Plan Check--------------------> $2,410.69 Use Tax Fee--------------------> g�11,800.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $18,012.69 Investigation-----------------> $0.00 Recreation Fee-----------------> $89.25 Payments-------------------------------> $18,012.69 Total Calculated Fees--------> $�18,012.69 BALANCE DUE------------------------> $0.00 � ...............x....,�......�...,+�«..........�...............�.z...............................................x,.....�.................,..,�........�.�.��..........,....,..,,.,,�..,. DECLARAi'IONS I hereby acknowledge that I have read this application, filled out in full the informati�n required, completed an accurate plot plan, and state that all the information as requi�ed 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 towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION • 0 AM - 4:00 PM. Signature of w er r( Prin Name b I d_a It_co n stru ct i o n_pe rm it_041908 BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM � �. I�, ic� Date •�x��xxxx��x+�.�x�x�xx.x:�..+r��...wwe.+.r.��x��xxxxxwx�wxw.+�+.x��x.+xx•ex��w+w...e�x�::.r.ww��e��x�+w��xr��wxx�x+xx+xxxxxx.��x�+�+x..xx��w�x�wex��x•xxx.+w+x•+x++ . APPROVALS Permit #: B09-0060 as of 02-17-2010 Status: ISSUED ,<,<............>.......,� ............................>,..................,,..........xx,.............3,.........�....�..,,.�.,,.,.��.......�.,...............�,..�.,,.....,..,.,.,... Item: 05100 BUILDING DEPARTMENT 04/30/2009 cg Action: CR F:\CDev\CH RIS\PERMIT.COMMENTS\609-0060\609-0060. DOC 12/07/2009 Martin Action: CR Revise plans to provide game and media rooms with exterior openings for natural ventilation not less than 4% of the floor area or specify mechanical ventilation at .35 air changes per hour per (R303.1) Indicate on plans it is to be provided on mechnical 3. Revise plans to provide a ResCheck compliance certificate and inspection checklist. Show all required R-values on the plans and sections and U-values on the windows. Provide on plans 01/08/2010 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 04/24/2009 bgibson Action: DN mechanical room added since DRB approval. revised GRFA calculations must be submitted. 12/03/2009 bgibson Action: AP plans routed to Martin Haeberle Item: 05600 FIRE DEPARTMENT 04/28/2009 JJR Action: AP Provide stamped shop drawings for changes or additions to fire sprinkler and fire alarm systems. Item: 05500 PUBLIC WORKS 04/27/2009 cdelies Action: AP ...�,. .................x..,,,,......,......<......,,..,,.�..�,,,,.,..........,..,...,,..........�........,�.,,,�....,..��,...x........,....,,.,..,....,«.......«..,,....,�.....,....,.... See the Conditions section of this Document for any that may apply. b Id_a It_constructio n_pe rm it_041908 t*ff*!��l�***f**xlfRlf#Y4*x#�#�wiww*#W#ifllff*wwww�wf*f�ff�*****f�lx*f****#lft�ff�*xxSffl*t�w4�!#**wwwwiww##wiw*wwwwwk#f�f�ww*��AA*Rl�f�**lf�f�***�**�ff*f****+*f��*#*f�*��*�f��**xff CONDITIONS O� APPROVAL Permit #: 609-0060 as of 02-1�7-2010 Status: ISSUED ...............................................�x.,,...,..,.,...,,..�.........��...�.....,,,.......,�.�......;�........,..,.,�...,......................,..,........,...,.,......... Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG 2003): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. bld_alt_construction_perm it_041908 ***#***#*###*#***#****##########*###***#*#*#**####*�k******#*####*#*********##*#**#*#******** TOWN OF VAIL, COLORADO Statement ****************+**************�*+***+*************�*************+************************** Statement Number: R100000123 Amount: $15,602.0002/17/201011:23 AM Payment Method: Check Init: SAB Notation: 099987 GEORGE SHAEFFER ----------------------------------------------------------------------------- Permit No: B09-0060 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-053-0100-3 Site Address: 1082 RIVA GLEN VAIL Location: SPRADDLE CREEK ESTATE�� Total Fees: $18,012.69 This Payment: $15,602.00 Total ALL Pmts: $18,012.69 Balance: $0.00 ********************�******************************s�**********+***************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 3,708.75 RF 11100003112700 RECREATION FEES 89.25 UT 11000003106000 USE TAX 4% 11,800.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- *##*###***********#*****#***#**#****#*#*****#*##*#*�k*******####*##**#*�*#**#*******#******�# TOWN OF VAIL, COLORADO Statement ***************************************************ak**************************************** Statement Number: R090000335 Amount: $2,410.69 04/20/200904:12 PM Payment Method: Check Init: RLF Notation: 96992 GEORGE SHAEFFER CONSTRUCTION CO ----------------------------------------------------------------------------- Permit No: B09-0060 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-053-0100-3 Site Address: 1082 RIVA GLEN VAIL Location: SPRADDLE CREEK ESTATE�; Total Fees: $17,923.44 This Payment: $2,410.69 Total ALL Pmts: $2,410.69 Balance: $15,512.75 ***************+***********************************a�**********************�***************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 2,410.69 ----------------------------------------------------------------------------- BUILDING PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: Office Use: �� r� �� ,, 1082 Riva Glen Project #: �'� (Number) (Street) (Suite #) DRB #: I� � �- �Q � � � � � Building/Complex Name: Spraddle Creek Estates Building Permit #: L"7�J �—VQ lP o Contractor Information: Company: George Shaeffer Construction Company Company Address: P�O. Box 373 City: Vail State: CO Zip: 81658 Contact Name: Dennis Thompson Contact Phone: 9�0-845-5656 E-Mail dennist@gsconco.com Town of Vaif Contractor Reg � � i/ ` �A � Signature (requi No.: 302-A Property Information Parcel #: 210105301003 (For parcel #, contact Eagle County Assessors Office at 970-328-8640 or visit www.eaglecouty.us/patie) Tenant Name: Leo Vecellio Owner Name: Leo Vecellio Valuations (Labor & Material)) Building: Plumbing: Electrical: Mechanical: Total: $ $520,000.00 $ $10,000.00 $ $20,000.00 $ $50,000.00 g $600, 000.00 � Si � �� i � - c� c� Lot #: Block # Subdivision: Detailed Description of Work: Addition of 500 square feet of living space. (use additional sheet if necessary) Work Class: New ( ) Addition ( � ) Remodel ( ) Repair ( ) Other ( ) Work Type Interior ( ) Exterior ( ) Both ( � ) Type of Building: Single-Family (� ) Duplex ( ) Multi-Family ( ) Commercial ( ) Other ( ) Does a Fire Alarm Exist? Yes (�) No () Monitored Alarm? Yes ( � ) No ( ) Does a Sprinkler System Exist? Yes (�) No () #& Type of Existing Fireplaces: Gas Appliances � Gas Log 2 Wood/Pellet 0 Wood Burning 0 #& Type of Proposed Fireplaces: Gas Appliances 0 Gas Log 0 Wood/Pellet 0 Wood Burning _� Date Received: C'.S �� i �� c. ' I _�� D IL- ��:' I� !,, \/i �� r I� � APR 2 � 00 � � � 2 9 J,, u' I� ..� ' T�� = �<��. Apr-09 ; ,� � / / „ • Vail Fire Departmd Asbestos Testing & Abatement _ C�� ,�M � � �� c ��9 ; I� �_._1� nt TO��._�.��-m�'f''.� .__.. ----�_.. _..._..-- i" F�� `z?'� i/Ai� Asbestos �ttl � me� �kers, homeowners, neighbors and emergency services responders from ex- posure to u�as��stos TMe il asbestos abatement program is in addition to the State of Colorado's regu- lations. It is your responsibility to be in compliance with the St:ate. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testing reauired? ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One- and Two-Family Dwellings: 30 square feet All Others: 160 square feet Asbestos testing results must be provided with your applicatio� for a building permit. Tests which identify POSITIVE results at more than 1% require abatement by a State-certified and Vail-registered abate- ment contractor. An asbestos abatement permit must be approved, and the clearance letter must be submitted to the Town of Vail before the building permit will be issued Project Checklist ..--- My project,falrs into the category checked below: � Will not disturb more than the threshold limits iclentified above. � Tested negative, or at 1% or below (2 copies af test results included) � Tested positive at more than 1%, requires abat�ment (2 copies of test results included) Tips & Facts: • Even recent construction projects may include asbestos-cc�ntaining materials, so buildings of � age require testing. • The "1989 Ban" on asbestos-containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so-called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos-containing product categories was set aside and did not take effect." - CDPHE Asbestos test results and abatement permit applications should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO3 81657. Town of Vail Contact: David Rhoades, Fire Inspector Vail Fire Department 75 S Frontage Rd drhoades@vailgov.com 970-477-3454 www.vailgov.com State of Colorado Contact: Colorado Department of Public Health and Environment Asbestos Compliance Assistance Group 303-692-3158 asbestos@state.co.us www,cdphe.state.co.us Apr-09 ♦ 1 �`�� .�� a� �,4 �� f � � '�.t �,,�: � ° T�ii.'��Ui' Y/��i�L� �iiiiuii',_ t$.f ;��. f: lil:ti(7R"I I )I�:SI(.�N AR(:H ITEC'TS �,a��UU� se�t;on 1082 Riva Glen Addition '�--------- 9Q82 Riva Glen, Spraddle Creek ----.� Iri�rn��io;,a! :�s��il� Code Validity of �;er;;,�,, i iy� �: �/al�, CO�OPadO not be constr�,�ed ,•o he ��,e�;��t J. ✓.3 any of the provisions o` th;� �, junsdiction. � w� � � "� `� !' '� DeCembe� 31, 2009 provisions � �,�;;� Y�, Insulation Specifications and R-Value Summaries ROOF INSULATION: r P�r 2003 Intemational Energy Conservation Code, Chapter 6, Table 602.1 and Section 602.1.2, the required minimu�atae-#er-sQiliags/r�fs _= R-38. (Shown as "Total Roof Assembly R-Value" in the tables below.) R1. Dining Room Addition - 9 Y." rafters with (4) fix Velux FCM 3046 skylights, 6" foamed-in- place, closed cell, polyurethane insulation (R-38 0 " plywood roof sheathing, 3'/z" AC- Foam CrossVent cross venting nailable roof in e`bq�, ," lywood roof sheathing. g : i �. a ".';' , L� . Roof Assembly R-Values: ¢�� ,� � Exterior Air Film: / �r ,a�� 2'/z" Nail Base: �`' 4 r^ + s/." Plyw sheathir�g: �'• � �� 6" Poly e foam: �/� j� ��:.,,,,, �V�,.�, 3'/," Air �ice: �� ~^•�,;,w ,�F'" %'� GYPsum board` 4 � �- �� ` � `� V = Interior Air Film: � �� - ! �t-0.17 ! � �-12.70 � "';�` R-0.77 r ' R-38.40 R-1.00 R-0.56 R-0.61 - . . Outside Air Film 0.17 0.17 0.00 2 Yz" AC-Foam Nail Base nailable roof 12.70 12.70 0.00 insulation Plywood Sheathin - 5/8" 0.77 0.77 0.00 6" Foamed-in-place, closed cell, 0.00 38.40 0.00 polyurethane insulation 9'/." Rafter (9 Y," LVL 24" o.c.) 11.56 0.00 0.00 3'/z" Airspace 0.00 1.00 0.00 5/8" D all 0.56 0.56 0.00 Inside Air Film 0.61 0.61 0.00 Sk li hts 0.00 0.00 2.00 Percent of total roof area 12% 74% 14% . -.. . �. ,.� t, - ' • � • . � , � . '.. . .. . -• . �, • . ' � � • • � . _. , -., . , ..,..,. P:\Currcnt._Projects�23t95Vecrltiof[henter Dfniog.1ddfbon�lloas92FJchzck`,23195 Vecellio Insulatron 5pecs 09133Ldoc 1 0(5 1082 Riva Glen Addition Insulation Specification & R-Value Summaries June 9, 2009 RZ. Game/Media Room Roof (Courtyard Above) — see attached assembly for typical build-up and specification of materials. Roof/paving Assembly R-Values: Exterior Air Film: R-0.17 Nominal 2" Sandstone paving: R-0.16 Nominal 2" Mortar setting bed w/ heat piping: R-0.20 Nominal 3'/z" Concrete "scratch slab": R-0.28 2" washed gravel drain course: R-0.16 4" Extruded Polystyrene rigid insulation: R-20.00 8" Structural concrete slab: R-0.64 3" Minimum, foamed-in-place, closed cell, polyurethane insulation: R-19.20 6/e" Gypsum board: R-0.56 Interior Air Film: _ R-0.61 �, '_ . � ,. � , ' - �. .._ .. _. _.__ _ _ _ _._. �, �,�,=.��u .J;t��>„i3.�. — �,:,;_. �'-, _,, - - �� , . e _ �, � ��s. �ar�r i� f� L�� :e"3 2�.. �?:c. F��.Currcnt_Projtc[ �1'_2195 Vec�(lio"ihealer Dinic�� Adddiumllocs�.RE$ch�rk',?i 19� Vettlfio 6�sulalioii Spc� OQ123 LAoc , .�.__ j ,r.rv � ��.'� v � � � ,y ..._. ..., _. _ ,.._.. . a � �. ; :� �. � � � �. ; r? rx, , .,a; .:�;1 � f I �i:�r � �.c�� 2uf� 1082 Riva Glen Addition Insulation Specification & R-Value Summaries June 9, 2009 R3. Mechanical Room Roof (Garden Above) — pavers 8� landscape fill on filter fabric on drainage course on 4" Extruded Polystyrene rigid foam insulation (similar to 2 above) Roof/paving Assembly R-Values: Exterior Air Film: 12" Landscape fill dirt Nominal 9" washed gravel drain course: 4" Extruded Polystyrene rigid insulation: 8" Structural concrete slab: 3° Minimum, foamed-in-place, closed cell, polyurethane insulation 6/e" Gypsum board: Interior Air Film: R-0.17 R-3.00 R-0.72 R-20.00 R-0.64 R-19.20 R-0.56 R-0.61 :�:� ...: . :, . : , . . . . . . . . . . � � .: WT p . t� y y{+ ��e . � . . . . . � . � . . . F�� S � ��<��Y)lti1M�iC � . . � � . � .. . � . � � ✓-+w+5--��E�li6:w�¢.'Tnt+'•'2biH+w4<ik�c+... � � . . .. � . . . . � . . . ��ay'AbYy��A�pbia{q!':M1+ACalR�fIlNiAi!$x.rC 1'i�Curtent_Prqacts`23145Vecell9u!7lieater Dining AddfuonAUocs1RGS heck'�319? Yecellio Insulatien Speca (�123LAoc 3of5 1082 Riva Glen Addition Insulation Specification & R-Value Summaries June 9, 2009 WALL INSULATION: Per 2003 International Energy Conservation Code, Chapter 6, Table 602.1 and Section 602.1.1, the required minimum R-Value for framed exterior walls, = R-21 (Sum of R-values shown in yellow in the tables below.) The minimum R-Value for basement walls = R-11. Required maximum U-Factor for Glazing, per 2003 International Energy Conservation Code, Chapter 6, Table 602.1 = U-0.35 W1. Dining Room Wall - East wall: 2x6 stud wall with two fixed casement windows and two in- swing French doors. Wall Assembly R-Values: Exterior Air Film: R-0.68 '/8" Portland Cement Stucco: R-0.20 Building Paper: R-0.06 5/a" Energy Shield Polyiso Sheathing: R-4.10 2x6 Wood Studs @ 16" o.c.: R-6.88 5Yz" foamed-in-place, closed celi, polyurethane insulation: R-35.20 a/8" Gypsum Wallboard: R-0.56 Interior Air Film: R-0.61 Window (U-Value): U-0.35 In-swing French Doors (U-Vatue): U-0.35 , .r � �;, .- .. t�.. Outside Air Film 0.17 0.17 0.00 0.00 /8" Portland Cement Stucco 0.20 0.20 0.00 0.00 Building Paper 0.06 0.06 0.00 0.00 /e" Energy Shield Polyiso Sheathing 4.10 4.10 0.00 0.00 x6 Wood Studs @ 16" o.c 6.88 0.00 0.00 0.00 5'/z" foamed-in-place, closed cell, 0.00 35.2 0.00 0.00 polyurethane insulation 5/8" Drywall 0.56 0.56 0.00 0.00 Inside Air Film 0.61 0.61 0.00 0.00 indows 0.00 0.00 2.86 0.00 French Doors 0.00 0.00 0.00 2.86 Percent of tota� wall area 20% 28% 23°/a 29% 100% . . .. i � • � • - - -' 0.3500 0.3500 . .. . • � d Sum of R-Values per IECC Sectiori 02.1.1 `" 40.08 '' , F�CurrenLProlect��"i115� ec:rllio\Theater Dining Addnion�llucsiRHScl�crk:2319� Vrcellio IncuUniu�� Spec, 091'31.doc 4 ot 5 1082 Riva Glen Addition Insulation Specification & R-Value Summaries June 9, 2009 W2. Lower Level Waiis — North and East Walls (complete below grade): 8" concrete wall completely below grade with courtyard above. Wall Assemble R-Values: 1" Extruded Polystyrene Rigid Insulation: R-5.00 8" Poured-in-place Concrete: R-0.64 3'/�" Fiberglass Batt Insulation: R-13.00 6/8" Gypsum Wallboard: R-0.56 �r _ , `= _ . ;:� F':A4urtenl_Pr�jeets\23195VecelJio;7heater Dinin�+ Addrtfun�llo:.i.R['.Schvck`'319i Veccltio lnsulatiai Specs 09123Ldoc 5 of 5 r Eagle Window & Door 1082 Riva Gler� Eagle Axiom (' Casement Fixed Gasement LNindow - Diriing Room Additio� 2050 Tested Size at DP 40 Senes 02 Axiom Clad Casement Vent Glass T Divided Li ht O tions U-YAL SHGC VLT CR Ener Star Zone High-PerformanceT"' Low-E4` No Between-glass Grtlies or MDL 0.35 0.30 0.49 56 2 2.2mm ! 11.5mm I 2.2mm High Aititude 7!8" CDL 0.39 0.28 0.44 52 8 _ 2.2mm 1 11.5mm 12.2mm 1-1/8" & 1-1J2" CDL 0.40 0.25 0.39 52 8 5i8" Between-glass Grilles 0.39 0.28 0_44 52 8 1" Between-glass Grilles 0.39 0.28 0.44 52 8 5!8" MDL 0.39 0.28 0.44 52 8 7/8" MDL 0.39 0.28 0 44 52 8 1-1/2" MDL 0.40 0.25 0.39 52 8 1-1/8" MDL 0.39 025 0.39 52 S High-Per(ormancer"' Low-E4' No Between-glass Grilles or MDL 0.35 0.27 0.33 56 2 Gray Tint 7/8" CDL 0.35 �.25 0.30 56 2 3.1mm / 11.Smm ! 3.Omm 1-118" & 1-1/2" CDL 0.35 0.23.. 0.27 . 56 2 5J8" Between-giass Grilles 0.36 0.25 0.30 56 8 _ ---__ _ . - -__ 1" Between-giass Grilles 0.36 0.25 0.30 56 8 5!8" MOL 0.36 0.25 0.30 56 8 _ __ _ -- .-- --- 718" MDL 0.36 0.25 0.30 56 8 1-1l2" MDL 0.38 0.23 0.27 56 8 _ _ 1-1/8" MDL 0.36 0.23 0.27 56 8 High-Performance�"' Low-E4�' No Between-glass Grilles or MDL 0.39 0.27 0.33 52 8 Gray Tint 7i8" CDL 0.39 0.?5 0.30 52 B High Aititude 1-V8" & 1-1l2" CDL 0.39r " 9.23 0.37 52 8 3.1 mm 1 11.Smm I 3.Omm 5J8" Between-glass Gril�es 0.39 0.25 0.30 52 8 1" Between-glass (�riffes 0.39 0.25 0.30 52 8' "' `' 5/8"rNDI 0.39 0.25 0.30 52 8 7/8" MDL 0.39 0.25 0.30 52 8 t-1/�MDL, 0.40 0.23 0.27 52 8 � __.____-°-_. _ __. .. 1-1/8" MOL 0.39 0.23 0.27 52 8 High-PerformanceT"" Low-E4°' No Between-gl�ISS Gnlles ar MDL 0.35 0.28 0.36 56 2 Bronze Tint 7f8" CDL 0.35 0.26 0.32 56 2 3.1mm ! 11.Smm / 3.Omm 1-1/8" & 1-1/2" CDL 0.35 0.24 0.29 56 2 5/8" Between-giass Gnlles �.36 0.26 0.32 56 8 _. _ __ - - _ 1" Between-glass GrNles 0.36 0.25 0.32 56 8 518" MDL 0.36 0.26 0.32 56 8 _ _ .._ 7f8" MDL 0.36 0.26 0.32 56 8 1-112" MDL 0.38 0.24 0.29 56 £� 1-1/8" hADL 0.36 0.24 0.29 56 8 High-Per(ormance�"" Low-E4" No Between-glass Grilles or MDL 0.39 028 0:36 52 8 Bronze Tint 718" C�L 9 0.26 0.32 52 � 8 High Altitude 1-1/8" & 1-1t2" CDL � 0.24 0.29 . 52 �'/ �� 3.1mm I 11.Smm / 3.Omm 5/8" Between-glass Grilles 0.39 : U.32 52 �� -- 1" Between-giass Grilles 0.39 0.26 0.32 52 8 5/8" MDL 0.39 0.26 0.32 52 8 7/8" MOL 0.39 0.26 0.32 . 52 8 1-1/2" MDL 0.40 0.24 029 52 8 _ __ _ _ _ .__ 1-1/8" MDL 0.39 0.24 0.29 52 8 • +� � � � �� ,�`� ,.�: � �# ��.. �r' Page 1 of 2 � . Eagle Window & Door Eagle Axiom �a Casement 2050 Tested Size at DP 40 Series 02 Auiom Clad CasemeM Vent Glass Type - Wvided Light Options U-VAL SHGC VLT CR Energy SWr Zone Low-E 240 No Between-glass Grilles or MDL 0.36 0.19 0.27 55 8 ___ _ - ---- - ---- 3.Omm / 11.Smm I 3.1mm 7/8" CDL 0.36 0.17 024 55 8 1-1/8" 8 7-1/2" CDL 0.36 0.16 0.22 SS 8 _. _ _ _ 5/8" Between-glass Gnlles 0.36 0.17 0.24 55 8 ._ _ _ 1" Between-glass Grilles 0.36 0.17 0.24 55 8 5/8" MDL 0.36 0.17 0.24 55 8 7/8" MDL Q.36 0.17 0.2A 55 8 1-1/2" MDL 0.37 0.16 0.22 55 8 1-1/8" MDL 0.36 0.16 0.22 55 8 Low-E 240 No Between-glass Grilles or MDl 0.39 0.19 0.27 52 8 High Altitude 7/8" CDL 0.39 0.18 0.24 52 8 _ - - -- - ___. _ _ _ 3.Omm 1 11.5mm 13.1mm 1-1/8" & 1-112" CDL 0.39 0 16 0.22 52 8 Sl8" Between-glass Gnlles 0.39 0.18 0.24 52 8 _ _- --_ _ - --- - - .- - _ _ _ _ _ 1" Between-glass Grilles 0.39 0.18 0.24 52 8 5J8" MOL 0.39 0.18 0.24 52 8 7/8" MDL 0.39 0.18 0.24 52 8 1-1f2" MDL 0.40 0.16 022 52 8 1-1/8" MDL 0.40 0.16 0.22 52 8 Low-E 366 No Between-glass Grilles or MOL 0.35 0.20 0.44 56 2 - - - . _. __ _ _ - 2.2mm 1 1 LSmm /22mm 7!8" CDL 0.35 0.19 0.39 56 2 t-1/8" & 1-1/2" CDL 0.35 0.17 0.35 56 2 --. _. _ - - _ - _ _ _ - -- -- ----- 5/8' Between-glass Grilles 0.35 0.19 0.39 56 2 _ _.- 1" Between-alass Grilles Q.35 0.19 0.39 56 2 _ .. _ _ _ - - --- _ _ __ __ _-- _ 5/8" MDL fl.35 0.19 0_39 56 2 __ _ __ 7/8" MDL 0.35 0.19 0.39 56 2 1-1/2" MDL 0.37 0.17 0.35 56 8 1-1(8" MDL 0.36 0.17 0.35 56 8 Low-E 366 No Between-giass Grilles or MOL 0.38 0.21 0.44 53 8 High Altitude 7/8" CDL 0.38 Q.19 0.39 53 8 _ - _ _ 2.2mm / 11.5mm / 2.2mm . . t-118" & 1-U2" COL 0.38 0.17 0.35 53 8 518" Between-glass Grilles 0.39 0.19 0.39 53 8 ------ _- - - - - --.. _ _ _ --- -- -- -- _ 1" Belween-giass Grilles 0.39 0.19 0.39 53 8 5/8" MDL 0.39 0.19 0.39 53 8 7i8" MDL 0.39 0.19 0.39 53 8 1-1f2" MDL 0.40 0.17 0.35 53 8 1-1/8" MDL 0.39 0.17 0.35 53 8 U-Factor - Rate of Heat Loss = 1/R SHGC - Solar Heat Gain Coetficient VLT- Visible Light Transmittance CR - Conde�sation Resistance a.oe Page 2 of 2 � � Eagle Window & Door 1082 Riva Glen Ascent° Inswing French Door (SP1) lnswing French Door - Replacement Doors 3068 Tested Size at DP 40 �If11C1;� ROO!t �: A�ul�lOtt Series 05 Ascent Clad Insw�g French Door Vent H/P Sill �.._ '_- ' ._.' '___._..__J Glass T e Divided Li ht O tions U-VAl SHGC VLT CR Ener Star Zone High-Performance"` Low-E4'"" No, Between-giass Grilies or MDL 0.33 0.25 0.41 57 2 3.1 mm i 13m�n i 3.1 mm High Altitude 7!8" CD� 0.35 0.22 0.35 54 2 � 3.1mm i 13mm 13.1mm 1-118" 8 1-1/2" CDL 0.35 0.19 0.30 54 2 5l8" Between-glass Grilles 0.37 0.22 0.35 55 8 1" Between-giass Grilles 0.37 0.22 0.35 55 8 5!8" MDL 0.37 0.22 0.35 55 8 7!8" MDL 0.37 0.22 0.35 55 8 . 1-1(2" MDL 0.38 0.19 0.30 55 8 1-1l8" MDL 0.37 0.19 0.30 55 8 High-Performancej" Low-E4T'" No Between-glass Grilles or MDL 0.33 0.23 0.29 57 2 Gray Tint 718" CDL 0.33 0.2� 0.24 57 2 3.1mm � 13mm t 3.1mm 1-118" 8 1-1l2" CDL 0.33 0.17 0.21 57 2 5!8" Between-glass Grilles 0.34 0.20 0.24 57 2 1" Behveen-glass Grilles 0.34 0.20 0.24 57 2 5/8" fv1DL 0.34 0.20 0.24 57 2 7/8" MDL 0.34 0.20 0.24 57 2 1-1/2" MDL 0.37 0.17 0.21 57 8 1-118" h�DL U.35 0.17 0.21 57 2 iiigh-Performance�x' Low-E4T'�' t�ia Between-giass Grilies or AADL 0.35 0.23 0.29 54 2 Gray Tint 7/8" CDL 0.35 0.20 0.24 54 2 Nigh Aliitude 1-1t8" & 1-112" CDL 0.35 0.17 0.21 54 2 3.1mm t 13mm / 3.1mm 518" Between-glass Grilles 0.37 0.20 024 54 8 1" Between-glass Grilles 0.37 0.20 0.24 54 8 5!8" MDL 0.37 0.20 0.24 54 8 718" t�4DL 0.37 0.20 0.24 54 S 1-1;2" MDL 0.38 0.17 0.21 55 8 1-1/8" MDL 0.37 0.17 0.21 55 8 High-Performance'�' Low-E4T'•' No Between-glass Griiles or MDL 0.33 Q.23 0.31 57 2 Bror3ze Tint 7/8" CDL 0.33 0.20 0.26 57 2 3.1cnm i 13mm! 3.1mm 1-1rg^ g 1-1/2" CDL d.33 0.18 022 57 2 5!8" Betvreen-glass Griiles 0.34 0.20 0.26 57 2 1" Between-glass Grilles 0.34 0.20 0.26 57 2 518" MDL 0.34 0.20 0.26 57 2 7/8" MDL 0.34 0.20 0.26 57 2 1-1/2" MDL 0.37 0.18 0.22 57 8 1-1l8" MDL 0.35 0.18 0.22 57 2 Page 1 of 2 . � Eagle Window & Door Ascent° lnswing French Door (SP9) 3068 Tested Size at DP 40 Series 05 Ascent Clad Inswng French Door Vent H/P Sill Glass Type Divided Light Options U-VAL SNGC V�T CR Energy Star Zone Hlgh-Performance"� Low-E4"' No Between-glass Grilles ar MOL 0.35 0.24 0.31 54 2 Bronze Tint 7/8" CDL 0.35 0.20 0.26 54 2 High Altitude 1-1/8" & 1-1/2" CDL 0.35 0.18 0.22 54 2 3.1 mm ! 13mm ! 3.1 mm 5/8" Between-glass Grilles 0.37 0.20 0.26 55 8 1" Between-glass Grilles 0.37 0.20 0.26 55 8 __ _ __ __ _ _ _ 5/8" MDL 0.37 0.20 0.26 55 8 7!8" MDL 0.37 0.20 0.26 55 8 1-1/2" MDL 0.38 0.18 0.22 55 8 1-118" MDL 0.37 0.18 0.22 55 8 Low-E 240 No Between-gtass Grilles or MOL 0.33 0.15 0.23 57 2 3.1 mm / 13mm / 3.1 mm 7/8" CDL 0.33 0.13 0.20 57 2 1-1/8" 8 1-1/2" CDL 0.33 0.12 0.17 57 2 5/8" Between-glass Grilles 0.34 0.13 0.20 57 2 1" Between-glass Grilles 0.34 0.13 0.20 57 2 5!8" MDL 0.34 0.13 020 57 2 7/8" MDL 0.34 0.13 0.20 57 2 1-112" MDL 0.36 0.12 0.17 57 8 1-fl8" MDL 0.34 0.12 0.17 57 2 Low-E 240 No Between-glass Grilles or MDL 0.35 0.16 0.23 54 2 High Altitude 718" CDL 0.35 0.14 0.20 54 2 3.1mm ! 13mm / 3.1mm 1-1/8" 8 1-1/2" CDL 0.35 0.12 0.17 54 2 5/8" Between-glass Griiles 0.36 0.14 0.20 54 8 1" Between-glass Grilles 0.36 0.14 0.20 54 8 5!8" MDL 0.36 0.14 0.20 54 8 718" MDL 0.36 0.14 0.20 54 8 1-1!2" MDL 0.38 0.12 0.17 54 8 1-1/8" MDL 0.37 0.12 0.17 54 8 Low-E 366 No Between-glass Grilles or MDL 0.32 0.17 0.37 57 2 3.1 mm / 13mm / 3.1 mm 7/8" CDL 0.32 0.15 0.32 57 2 1-1J8" 8 1-1l2" CDL 0.32 0.13 0.27 57 2 5I8" Between-glass Grilles 0.33 0.15 0.32 57 2 1" Between-glass Grilles 0.33 0.15 0.32 57 2 5/8" MDL 0.33 0.15 0.32 57 2 7!8" MDL 0.33 0.15 0.32 57 2 1-1/2" MDL 0.34 0.13 0.27 57 2 1-1/8" MDL 0.34 0.13 0.27 57 2 Low-E 366 No Between-glass Grilles or MDL 0.35 0.17 0.37 55 2 High Altitude 7/8" CDL 0.35 0.15 0.32 55 2 3.1mm / 13mm / 3.1mm 1-1/8" & 1-1/2" CDL 0,35 0.13 0.27 55 2 5/8" Between-glass Grilles 0.36 0.15 0.32 55 8 1" Between-glass Grilles 0.36 0.15 0.32 55 8 5!8" MDL 0.36 0.15 0.32 55 8 7/8" MDL 0.36 0.15 0.32 55 8 1-1/2" MDL 0.38 0.13 0.27 55 8 1-1/8" MDL 0.37 0.13 0.27 55 8 U-Factor - Rate of Heat Loss = 1/R SHGC - Solar Heat Gain Coe�cient VLT- Visible light Transmittance CR - Condensation Resistance Page 2 of 2 COGG►NS & SONS, INC. Caisson Drilling, Excavation rhoring, Tieback Anchors DESIGN CALC�ULATIONS EARTH RE'TENTION for PROJECT NO.: 5303 1082 RIVA GLE�IN ADDITION VAI L, t�0 �� p�� ¢�� l��ii Pre are�d for � �f°�' , P .�� ,��y t�� GEORGE SHAEFFER CONSTRUCTION COMPANY 41011 HIGHWAY E� (PO BOX 373) AVON, COLORADO 81620 TEL:970-845-5353 FAX:970-845-7013 � ��'' ` :7 " � �� a (� (� � �' \ � �-, �p� c� 4 10�� .x� _.�� t�r.�, , r �.,� T � , i 'i"��'''� ,Y �.�, �� ja.. d ° �.�..n,,,_� / . � �. � ..,..A�+,. ,, --- �.�..� ; �C' �i011r-..— ----�"'_`.�'.....— .. ir �j ,� `� ,�i � f �i',:� � i°,. ' - .. , . � . . �e��re� �: ' ' < <' ;r� , ,. „ ��+ � . �� , . _, JOH�ivl�'rt`I��"f'P,�.'` � � ,`� , �;,, � , �';� � �,, , F ��t>E << „ - ' CoGC�1�1S� &>�o�S,��'., _ ` , . _l � �;: �. ,u c-= �+ � ' ,`' ' - � i., " _�11C' :IC.` r J' i i ,_ i .. G � „ C; �, C:!��. � '�,: i �" , : � �Cl� ( ' ' ,1 �� . �r { � Qi aliy 7��.�s,, CI.� ��;��`� U'� �;� ii�� :IVWia'JI�� ,., �� t t ��i i.. � � — DATE: a ��,��6!r: 4�- �— Qr',�E.� ��. ,_ , I1 �� k � �� i; �f +��' - �;(/Ce0 9512 Titan Park Circle • Littleton, Colorado 801'�5 •(303) 791-9911 • FAX (303) 791-0967 ��_�rz. I : 1 :��"�`s� Caisson Drilling, Excavation Shoring, Tieback Anchors DESIGN CALGULATIONS INDEX for PROJECT NO. 5303 PROJECT: 1082 RIVA GLENN ADDITION ITEM NO. DESCRIPTION PAGES 1 TIEBACKS THROUGH EXISTING RETAINING WALL S1.0 - S1.3 2 "SNAIL" ANALYSIS OF NAILS UNDER RETAINING WALI_ (TEMP.) S2.0 - S2.4 3 "SNAIL" ANALYSIS OF 15'-0" FT (EAST) HEIGHT SOIL NAIL WALL (TEMP) S3.0 - S3.4 4 "SNAIL" ANALYSIS OF NAILS UNDER SOUTHEAST FOUNDATION (TEMP.) S4.0 - S4.4 5 FACING DESIGN S5.0 6 MICROPILE DESIGN S6.0 - S6.1 7 8 9 9512 Titan Park Circle • Littleton, Colorado 801 �5 •(303) 791-9911 • FAX (303) 791-0967 COGGINS & SONS� Ilr�. Name T• ��"`� 51��i PH. (303) 791-9911 FAX (303) 791-0967 2,�, � C��-�.,," /_1;�, � zz-��._, s� � s CAISSON DRILLIN6 PROJECT: PROJECT NO.: EARTH RETfNTION .��a� �,,� W,r� �,,�_ 6/� 7 l o� TIE BACK ANCHORS SUBJ ECT: DATE: L��-��ti.c� 2�TAk-�-��-�- wa�.� ��-1� -�1= !�- SDizS �C 'G�'1� T� 1L vE� I-+L� r� �e P�n„� °I ' �- t Tv�. N� . °'l� - � ..... . . C2/� ? \ S V �� Tv r- �t ��k , �'1 i�o�= F�t�3 ,C�� wwl ry�.C-'_ M? � � {2-� T�-'-( ��o +�o✓�T�-c_ SPAC,�-y`v b�= s, S l- f V S�: ��xN 'P n..��S�� fl� � S � �� C� _ �� S( l� r-i S. S F i > �= �� R �' � � � ( �_ l � � � �"% � r ( 3� T -�- � � �= � �� ) _ �o , 3 � : k- — ��1 Z -t— � i � r- � -- i I �•r � � _ � �. 2 �._ �Z 2.� ��t C � � �3 z� � 2-� . (� �— w� �-sc �� e.._ �os lb -- BE„�ING PLATES ARE 1/2" x 8" x 8" ALL BARS TO BE GRADE 75 10 DEGREE DIP ANGLE FOR ALL NAILS ' D� , 8442-- --------� - -------- � 8440------��w,� c�D�� a�--- ----- 8438------ ----- � 8436----------------}�---- --- 8434------- --- - -- ---- 8432------ ----�-------- -- � 8430-- -------------�------------- � 8428--------------�----------- � 842E------- -- --------- 8424------ - --- --}----- ----�� TIEBACK ANCHOR � 8422��rc�=�3----�-- -------- 842�--- 8418---- 8416---- �_i�� I� -----�-- ---- � -----�--------- -----�------ -------�----- -- TIEBA CK NUMBER T3 SOIL NAIL COLUMN NUMBER 7 C ��.-�� /GRID � , �/ -------------- ��---- 8442 � �ow��.�5�-- --�----- 8440 TIEBA CK HEAD � SEE DETA%L A-,3�-� - 8438 "� ----------- }----- 8436 – - - — - �x�s�ncc�-ov�r�z� �Q�� _ _ 8 43 4 � -- ---- ---- --�---- 8432 � -- ---- ------}----- 8430 __ , EXIST/NG FOOTING � - 8 4 2 8 -- �'�- -------�------ �� : _ . _ _ _ BOF 8423.67_� _-_- 8424 � -- --- ----- ----------�----- 8422 � -----------�---- 8420 � -----------�---- 8418 � -----------}----- 8416 � - ---------�---- 8414 STEP 1 SCALE: 1 /8" = 1'-0" � � 1082 RIVA GLENi� ADDITION ANCHORS THROUGH RETAINING WALL 6/ 16/2009 BY: JHH : � • • � � • � � �� :� :• � •�s - • � • � � •�� - •�� - •• �� • � �� . � . - : • . -- -- -- -- -- -- -�� -- -- -- --- � -- -- -- --.� �� --_�--�_ � -�� -- -- -- -- , -- -- -- -- �• � --�--- �v � � 1082 RIVA GLENN ADDITION UNBOND LENGTH UNBOND LENGTH DATE:6/16/2009 BY: JHH INPUT _ OUTPUT ANCHOR FAILURE RHO ANCHOR WALL HT. HT DIP ANGLE ANGLE (FROM BETA THETA GAMMA LENGTH LENGTH . FREE LENGTH NO.. FT FT DEGREES HORIZ) ANGLE ANGLE ANGLE B(FT) B' (FT) ` FT T 1- T4 23 19 10 62 28 80 72 9.38 4':27 ` 13:65 � Page 1 W S 2 < c..� File: RIVA2HIGHRET Page - 1 ********************************************�****** * CALIFORNIA DEPARTMENT OF TRANSPORTATION * S�-,� * ENGINEERING SERVICE CENTER * * DIVISION OF MATERIALS AND FOUNDATIONS * * Office of Roadway Geotechnical Engineering * * Date: 06-16-2009 Time: 13:56:11 * *************************************************** Project Identification - RIVA GLENN ADDITION - 3 HIGH --------- WALL GEOMETRY --------- Vertical Wall Height = 7.7 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 0.0 50.0 Second Slope from ist slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 --------- SLOPE BELOW THE WALL --------- There is NO SLOPE BELOW THE TOE of the wall --------- SURCHARGE --------- THE SURCHARGES IMPOSED ON THE SYSTEM ARE: Begin Surcharge - Distance from toe = 0.1 ft End Surcharge - Distance from toe = 5.5 ft Loading Intensity - Begin = 3000.0 psf/ft Loading Intensity - End = 3000.0 psf/ft --------- OPTION #1 -----�---- Factored Punching shear, Bond & Yield Str�=_ss are used. --------- SOIL PARAMETERS �--------- Unit Friction Cohesion Bond* Coordinates of Boundary Soil Weight Angle Intercept Stre:ss XS1 YSl XS2 YS2 Layer (Pcf) (Degree) (Psf) (Psi;l (ft) (ft) (ft) (ft) 1 125.0 35.0 0.0 15.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor :in Option #5 when enabled. File: RIVA2HIGHRET Page - 2 --------- WATER SURFACE --------- NO Water Table defined for this problem. --------- SEARCH LIMIT --------- The Search Limit is from 0.0 to 25.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. --------- REINFORCEMENT PARAMETERS --------- Number of Reinforcement Levels Horizontal Spacing Yield Stress of Reinforcement Diameter of Grouted Hole Punching Shear = 2 = 5.5 ft = 45.0 ksi = 5.3 in = 30.0 kips ---------- (Varying Reinforcement Pa.rameters) --------- Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 20.0 10.0 1.0 1.00 1.00 2 20.0 10.0 4.2 1.00 1.00 '� 2 � � File: RIVA2HIGHRET MINIMUM SAFETY FACTOR DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) Toe 1.534 2.5 69.9 6.5 80.7 1.6 Reinf. Stress at Level 1= 45.000 Ksi (Yield Stress controls.) 2= 41.502 ksi (Punching Shear controls..) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 1.545 5.0 53.3 6.7 66.5 2.5 Reinf. Stress at Level 1= 45.000 Ksi (Yield Stress controls.) 2= 44.516 ksi (Punching Shear controls..) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 2.479 7.5 45.6 10.7 89.9 0.0 Reinf. Stress at Level 1= 45.000 Ksi (Yield Stress controls.) 2= 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 4.451 10.0 37.5 12.6 89.9 0.0 Reinf. Stress at Level 1= 45.000 Ksi (Yield Stress controls.) 2= 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLAN:E PLANE FACTOR WALL TOE ANGLE L:ENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 8.745 12.5 31.5 14.7 89.9 0.0 Reinf. Stress at Level 1= 43.190 Ksi (Pullout controls...) 2= 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FA:ILURE UPPER FAILURE SAFETY BEHIND PLANL PLANE FACTOR WALL TOE ANGLE LFNGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 16.879 15.0 27.1 16.8 89.9 0.0 Reinf. Stress at Level 1= 38.370 Ksi (Pullout controls...) 2= 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FA:ILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH Page - 3 S 2 . ?, (ft) (deg) (ft) (deg) (ft) NODE 7 40.711 17.5 23.7 19.1 89.9 0.0 Reinf. Stress at Level 1= 33.945 Ksi (Pullout controls...) 2= 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 82.667 20.0 0.0 18.0 75.4 7.9 Reinf. Stress at Level 1= 3.165 Ksi (Pullout controls...) 2 = 21.180 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 50.000 22.5 0.0 18.0 59.6 8.9 Reinf. Stress at Level 1= 0.000 Ksi 2 = 21.180 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE10 43.947 25.0 0.0 17.5 45.6 10.7 Reinf. Stress at Level 1= 0.000 Ksi 2 = 21.180 Ksi (Pullout controls...) ******************************************************************** * For Factor of Safety = 1.0 * * Maximum Average Reinforcement Working Force: * * 20.656 Kips/level * *************************************************�****************** S � �� S'�� File: RIVA3 Page - 1 *************************************************** l * CALIFORNIA DEPARTMENT OF TRANSPORTATION * S 2' * ENGINEERING SERVICE CENTER * * DIVISION OF MATERIALS AND FOUNDATIONS * * Office of Roadway Geotechnical Engineering * * Date: 06-16-2009 Time: 13:49:21 * *********************************�***************** Project Identification - RIVA GLENN ADDITION - 3 HIGH --------- WALL GEOMETRY --------- Vertical Wall Height = 15.0 ft Wall Batter = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 0.0 50.0 Second Slope from ist slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 --------- SLOPE BELOW THE WALL --------- There is NO SLOPE BELOW THE TOE of the wall --------- SURCHARGE --------- There is NO SURCHARGE imposed on the syste:m. --------- OPTION #1 --------- Factored Punching shear, Bond & Yield Stress are used. --------- SOIL PARAMETERS --------- Unit Friction Cohesion Bond* Coordinates of Boundary Soil Weight Angle Intercept Stress XSl YS1 X52 YS2 Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) 1 125.0 32.0 0.0 15.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor in Option #5 when enabled. File: RIVA3 --------- WATER SURFACE --------- Page - 2 5�,2/ NO Water Table defined for this problem. --------- SEARCH LIMIT --------- The Search Limit is from 0.0 to 18.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. --------- REINFORCEMENT PARAMETERS --------- Number of Reinforcement Levels Horizontal Spacing Yield Stress of Reinforcement Diameter of Grouted Hole Punching Shear = 3 = 6.5 ft = 45.0 ksi = 5.3 in = 30.0 kips ---------- (Varying Reinforcement Pa:rameters) --------- Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 15.0 10.0 3.0 1.00 1.00 2 15.0 10.0 5.0 1.00 1.00 3 15.0 10.0 5.0 1.00 1.00 File: RIVA3 MINIMUM SAFETY FACTOR Toe 3.501 DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) 1.8 76.5 1.5 UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) 83.9 13.6 Page - 3 Reinf. Stress at Level 1= 43.773 Ksi (Punching Shear controls..) 2= 41.764 ksi (Punching Shear controls..) 3= 39.754 ksi (Punching Shear controls..) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 3.314 3.6 34.8 2.6 83.9 13.6 Reinf. Stress at Level 1= 44.343 Ksi (Pullout controls...) 2= 45.000 Ksi (Yield Stress controls.) 3= 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLAN:E PLANE FACTOR WALL TOE ANGLE L:ENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 3.148 5.4 54.2 7.4 83.2 9.1 Reinf. Stress at Level 1= 37.756 Ksi (Pullout controls...) 2 = 40.011 Ksi (Pullout controls...) 3= 43.102 ksi (Punching Shear controls..) MINIMUM DISTANCE LOWER FA:ILURE UPPER FAILURE SAFETY BEHIND PLAN;� PLANE FACTOR WALL TOE ANGLE L�NGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 3.446 7.2 50.0 7.8 76.5 9.3 Reinf. Stress at Level 1= 32.838 Ksi (Pullout controls...) 2 = 37.257 Ksi (Pullout controls...) 3= 43.814 ksi (Punching Shear controls..) MINIMUM DISTANCE LOWER FA:LLURE UPPER FAILURE SAFETY BEHIND PLANI� PLANE FACTOR WALL TOE ANGLE LI,NGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 3.535 9.0 52.4 13.3 78.7 4.6 Reinf. Stress at Level 1= 25.556 Ksi (Pullout controls...) 2 = 38.455 Ksi (Pullout controls...) 3= 43.410 ksi (Punching Shear controls..) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANF PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 3.520 10.8 42.8 13.2 79.8 6.1 Reinf. Stress at Level 1= 18.530 Ksi (Pullout controls...) ��. � 2 = 32.324 Ksi (Pullout controls...) 3= 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FA.ILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH �j �• � (ft) (deg) (ft) (deg) (ft) NODE 7 3.337 12.6 38.4 14.5 78.1 6.1 Reinf. Stress at Level 1= 12.396 Ksi (Pullout controls...) 2 = 29.000 Ksi (Pullout controls...) 3= 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 3.180 14.4 34.8 15.8 76.5 6.2 Reinf. Stress at Level 1= 6.324 Ksi (Pullout controls...) 2 = 25.844 Ksi (Pullout controls...) 3= 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 2.922 16.2 0.0 6.5 57.1 17.9 Reinf. Stress at Level 1= 7.592 Ksi (Pullout controls...) 2 = 18.753 Ksi (Pullout controls...) 3 = 29.914 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLAN:E PLANE FACTOR WALL TOE ANGLE L:ENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE10 2.596 18.0 0.0 7.2 54.2 18.5 Reinf. Stress at Level 1= 2.750 Ksi (Pullout controls...) 2 = 15.012 Ksi (Pullout controls...) 3 = 27.273 Ksi (Pullout controls...) ***�**�**��*��#*****##�*********�**��k*********�********************* * For Factor of Safety = 1.0 * * Maximum Average Reinforcement Working Force: * * 10.593 Kips/level * *�k***�; **�k**�k**�F****�F�F*�-k**:F*�F*******:k*�c**�c*�c*****�k*�k***�k-k****ic***ic�: �k 5�+�� File: RIVA2HIGHFIRE *************************************************** * CALIFORNIA DEPARTMENT OF TRANSPORTATION * * ENGINEERING SERVICE CENTER * * DIVISION OF MATERIALS AND FOUNDATIONS * * Office of Roadway Geotechnical Engineering * * Date: 06-16-2009 Time: 13:59:57 * *************************************************** Project Identification - RIVA GLENN ADDITION - 3 HIGH --------- WALL GEOMETRY --------- Vertical Wall Height Wall Batter = 8.4 ft = 0.0 degree Angle Length (Deg) (Feet) First Slope from Wallcrest. = 0.0 50.0 Second Slope from ist slope. = 0.0 0.0 Third Slope from 2nd slope. = 0.0 0.0 Fourth Slope from 3rd slope. = 0.0 0.0 Fifth Slope from 3rd slope. = 0.0 0.0 Sixth Slope from 3rd slope. = 0.0 0.0 Seventh Slope Angle. = 0.0 --------- SLOPE BELOW THE WALL --------- There is NO SLOPE BELOW THE TOE of the wall --------- SURCHARGE ------•--- THE SURCHARGES IMPOSED ON THE SYSTEM ARE: Begin Surcharge - Distance from toe = 0.1 ft End Surcharge - Distance from toe = 3.0 ft Loading Intensity - Begin = 2:�00.0 psf/ft Loading Intensity - End = 2:�00.0 psf/ft --------- OPTION #1 -----•---- Factored Punching shear, Bond & Yield Stress are used. --------- SOIL PARAMETERS ---------- Unit Friction Cohesion Bond* Coordinates of Boundary Soil Weight Angle Intercept Stress XSl YS1 XS2 YS2 Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) 1 125.0 35.0 0.0 15.0 0.0 0.0 0.0 0.0 * Bond Stress also depends on BSF Factor :Ln Option #5 when enabled. Page - 1 s4, � File: RIVA2HIGHFIRE --------- WATER SURFACE --------- NO Water Table defined for this problem. --------- SEARCH LIMIT --------- The Search Limit is from 0.0 to 15.0 ft You have chosen NOT TO LIMIT the search of failure planes to specific nodes. --------- REINFORCEMENT PARAMETERS --------- Number of Reinforcement Levels Horizontal Spacing Yield Stress of Reinforcement Diameter of Grouted Hole Punching Shear = 2 = 5.5 ft = 45.0 ksi = 5.3 in = 30.0 kips ---------- (Varying Reinforcement Pa.rameters) --------- Vertical Bar Level Length Inclination Spacing Diameter Bond Stress (ft) (degrees) (ft) (in) Factor 1 15.0 10.0 1.0 1.00 1.00 2 15.0 10.0 5.0 1.00 1.00 Page - 2 5�,� File: RIVA2HIGHFIRE MINIMUM SAFETY FACTOR Toe 1.967 DISTANCE LOWER FAILURE BEHIND PLANE WALL TOE ANGLE LENGTH (ft) (deg) (ft) 1.5 65.9 1.8 UPPER FAILURE PLANE ANGLE LENGTH (deg) (ft) 83.6 6.8 Reinf. Stress at Level 1= 43.423 Ksi (Punching Shear controls..) 2= 41.323 ksi (Punching Shear controls..) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 2 1.563 3.0 68.1 7.2 79.9 1.7 Reinf. Stress at Level 1= 45.000 Ksi (Yield Stress controls.) 2= 41.654 ksi (Punching Shear controls..) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE I;ENGTH (ft) (deg) (ft) (deg) (ft) NODE 3 2.346 4.5 55.4 7.1 79.9 2.6 Reinf. Stress at Level 1= 40.619 Ksi (Pullout controls...) 2= 43.855 ksi (Punching Shear controls..) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLAN:E PLANE FACTOR WALL TOE ANGLE L:ENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 4 3.351 6.0 47.4 8.0 76.6 2.6 Reinf. Stress at Level 1= 35.475 Ksi (Pullout controls...) 2= 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FA:ILURE UPPER FAILURE SAFETY BEHIND PLANr PLANE FACTOR WALL TOE ANGLE LTNGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 5 4.748 7.5 41.1 9.0 73.4 2.6 Reinf. Stress at Level 1= 30.433 Ksi (Pullout controls...) 2= 45.000 Ksi (Yield Stress controls.) MINIMUM DISTANCE LOWER FA:ILURE UPPER FAILURE SAFETY BEHIND PLANI� PLANE FACTOR WALL TOE ANGLE LI�NGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 6 6.511 9.0 5.9 8.1 83.2 7.6 Reinf. Stress at Level 1= 23.313 Ksi (Pullout controls...) 2 = 25.551 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FATLURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LF�NGTH ANGLE LENGTH Page - 3 s �- , 3 (ft) (deg) (ft) (deg) (ft) NODE 7 8.827 10.5 0.0 9.5 82.9 8.5 Reinf. Stress at Level 1= 17.736 Ksi (Pullout controls...) S�`� 2 = 20.084 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 8 8.882 12.0 0.0 10.8 81.9 8.5 Reinf. Stress at Level 1= 12.307 Ksi (Pullout controls...) 2 = 14.981 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FAILURE UPPER FAILURE SAFETY BEHIND PLAN:E PLANE FACTOR WALL TOE ANGLE L:ENGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE 9 8.509 13.5 0.0 12.2 80.9 8.5 Reinf. Stress at Level 1= 6.911 Ksi (Pullout controls...) 2 = 9.910 Ksi (Pullout controls...) MINIMUM DISTANCE LOWER FA:ILURE UPPER FAILURE SAFETY BEHIND PLANE PLANE FACTOR WALL TOE ANGLE LFNGTH ANGLE LENGTH (ft) (deg) (ft) (deg) (ft) NODE10 7.697 15.0 0.0 12.0 70.3 8.9 Reinf. Stress at Level 1= 3.826 Ksi (Pullout controls...) 2 = 10.274 Ksi (Pullout controls...) ****************************�*******�k******************************* * For Factor of Safety = 1.0 * * Maximum Average ReinforcemE�nt Working Force: * * 19.976 Kips/level * *�: *�: ***�F�c****:k****�c***�c******�F**�F**�k�k*:k**:F:F***�r�F�r*�c:k*****�F********** 1082 RIVA GLENN NAIL HEAD SERVICE LOAD � Ff iP9. 97) 0.7 Ka (SLOPE ACCOUNTED ) 0.300 HEIGHT OF WALL (ft) 15 IN-SITU DENSITY (pc� 125 HORIZONTAL SPACING (ft) 6.0 VERTICAL SPACING (ft) 5 NAIL SERVICE LOAD Ki ' �; �A`�,�,''�-�, :� ��°-�'�'12�: HOR. : MESH BEARING PLATE STEEL GRADE ({ SHOTCRETE (psi FACTOR FLEXURE STRENGTH VERTICAL DIRECTION As (NEG) (sq. in) 1.34 As (POS) (sq. in) 0.72 Mv (NEG) (#-in/in) 2615 Mv (POS) (#-in/in) 1447 NOM. HEAD (Kips) 41 DESIGN HEAD (Kips) 41 ALL. NAIL HEAD (Kips) � ��,°30 4 4 4.0 4.0 0.75 0.44 0.63 0.31 5 5.25 8 8 0.5 i0000 4000 1.50 0.75 HORIZONTAL DIRECTION As (NEG) (sq. in) 1.48 As (POS) (sq. in) 1.48 Mv (NEG) (#-in/in) 3385 Mv (POS) (#-in/in) 3385 NOM. HEAD (Kips) 87 PUNCHING SHEAR :: ALLOWABLE NAIL HEAD LOAD GREATER�•THEN ESTIMATED HEAD SERVICE LOAD; HENCE; OK DEVELOPED LENGTH VERTICAL BARS Lc120 (in) 3.6 15Db (in) 9.5 9.5 d (in) 2.5 % TOTAL REIN. 0.46 Lvb (in '{"x =s<'f 33 WALER BARS L (in) 12 Ld = (1.7)Ldb 28 SPLICE CTH (in) ' 28 MESH 1.5(Ldb) (in) 4 Swire + 2 (in} 6 8 (in) 8 SPLICE CTH (in) "?�.�'�`�� ::.'8 '�'`. �� . � MICRO-PILE DESIGN SLD DESIGN PROCEDURE JOB NAME: 1082 RIVA GLENN JOB NUMBER: 5303 DESIGN COMPRESSION LOAD ki s 40 TENSION LOAD (kips HOLE DIA, in. 525 � � CASING � � � � � � � � YIELD STRENGTH ksi) 36 NOMINAL DIA. (in. 3.000 OUTSIDE DIA. OD in. 3.000 INSIDE DIA ID) in. 2.400 WALL THICKNESS (in. 0.300 LENGTH fl. 18.0 . .. . . , . . . . BAR . . , . . . . . . YIELD STRENGTH (ksi) 75 DIA. in.) 1.000 LENGTH (ft. 3p.p BAR AREA in.^2 0.790 � � � �� GROUT Fc (psi 4000 � � �CARROSION CASING REDUCTION in) 0.125 CASING OD in � � 2.750 CASING ID in) � � � � 2.400 CASING AREA in "2 � 1.416 ' GROUT AREA CASING in ^2 3734 BOND ZONE in.^2 20.858 SOIL BOND STRESS (Rebar si 27.0 FS = 1.5 BOND STRESS � 18.0 BOND LENGTH fl 12.0 SLD LOAD TESTS - COMPRESSION STRUC. CAP. - CASED LTH. STRUC: CAP: = CASED LTH. Pc-all. _.4F +.47F -steel Abar+q�sin EQ 1, PG 5-22 Pc-all. _.68F + F-casin /1.2 Aba�+Acasin Poall. M s � � � 43.3 Po-all. kl s � � � � � � � � 1062 ACCEPTABLE YES ACCEPTABLE VERIFICATION ' YES ACCEPTABLE PROOF YES STRUC. CAP. - BOND ZONE �� Pc-all. _ .4F + .47F �-steelAbar � � � EQ 2, PG 5-24 Pc-all. ki s � � � � 612 ACCEPTABLE �� YES � � � GEOTECH. CAP. BOND ZONE FS=1.5 � Po-all. _[(FS BOND)'PI'DIA.'LENGTHJ EQ 3, PG 5-23 Pc-all. (ktpa) 42.8 ACCEPTABLE YES STRUC. CAP. - CASED LTH: TENSION Pt-aIL= .55F -steel Abar+qqsin � �� EC1 4, PG 5-21 Pt•all. M a � � � � � - � � � � 43.7 � � � � ACCEPTABLE � � � - - ' ' � � � - � � N/A STRU0. CAP: - BOND ZONE - � - Pt-ail: _ .55F steelAbar +p�ansfer �� EQ 5, PG 5-24 Pt-all. Id s �. . .... . . � 32.6 ACCEPTABLE � � � � � � � � W/A STRUC: CAP. - UNCASED LTH: ' Pc-eIL � .68F + .80F Aba� +�� Ptransferioad Pc-all. M a 104.1 ACCEPTABLE VERIFICATION � � � ':�� YES �.- ACCEPTABLE PROOF " �-� � �YES �� LOAD TESTS - TENSION STRUC. CAP: - CASED LTH. ` Pt-all. _ .80F teel Abar+q�sin Pt-all. Id s � .. � . . . .. . .. .. � 63S ACCEPTABLE VERIFICATION YES ACCEPTABLE PROOF �. � '� . � � �'- YES . �� STRUC. CAP. - UNCASED LTH. Pt-all. _ [.8`FybaPAbar + pVansfer] �Pt-all. (Wpa) 47A ACCEPTABLE VERIFICATION YES" ACCEPTABLE PROOF : YES ' ^� V � COGGINS & SONS� II\`. Name T� ��--�` s� ( PH. (303) 791-9911 FAX (303) 791-0967 CAISSON DRILLIN6 PROJECT: � ° �` Z- iz-l� � � �-� �--� � � °� PROJECT NO.: �3 � � EARTHRETENTION wl��-�� - t3,.�-c�c �..�,r....�..._ c� �� v-� TIE BACK ANCHORS S U BJ ECT: DATE: �� r K� = Z . -o � = 1 �1-4- . � t� _ � . lU- ' � � , D l � 4 �{- '"--�� ► , t �l- � � i �r n r � � �- . 3 � --____ t�,1e,r,,.� , – .: �� w.� �.�... �. , a �:� � ,-.. � .Q = 3 . o •Z �. ` � ^,� � ? ` ,— Z.c7 C 4$ ^-� – `� 4- � , 14 �„� �--� ��e s�_ � 1-�_ = I1-� . °t �-� � ` -z_ 2 .°D � 6 � '�'- � _,.,. � � � ��_ = 1 � , 3 � � � 2— I , 14 4,_._- 2� �- 3 �oa ��--z" t}-� tc.— ---., 3 � a 2. ' � ,_. �-. � b , 6 2 ti"�' � _. 13 , �. �/ , ` z-- I � . Z �"�� -- � � �I l� s� , U rJ t�r�v� C�Y� l�U�-��i 2� i'j � 14 . °` �"� , � �--`� , _ O t� �}°o �� C 4 �=r� i 0 GEORGE SHAEFFER CONSTRUCTION COMPANY P.O. Box 373 VAIL, COLORADO 81658 TO: Martin Haeberle Vail Town of 75 South Frontage Road Vail, CO 81657 Voice #: 970-479-2138 Fax #: 970-479-2452 Email: mhaeberle@vailgov.com WE ARE SENDING YOU �Attached ❑ Shop drawings ❑ Prints ❑ Copy of letter ❑ Change order ��-��c�D LETTER OOF TRANSMITTlaL ❑Under separate cover via � Plans ❑ _ the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION 1 5/31/2011 Vecellio Addition- S ecial Ins ection Schedule TI�ESE AR� TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE ❑ Approved as submitted ❑ Approved as Noted ❑ Returned for corrections ❑ REMARKS: Attached is the special inspection form ❑ Resubmit ❑ Submit _ ❑ Return � _ copies for approval copies for distribution corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO: SIGNED: , ennis Tho pson George Shaeffer Const ction Company If enclosures are not as noted, kindly notify us at once. Version 1.0 a . T�N�YA� � SPECIAL.INSPECitflN AND TESTIHG SCHEDULE {iBC 17{i4) Project N�ne: V�G21 (� c'� � dO.',"�"i 4 h Permit # 1��4' ��d Owners Name: Testing ins n s� , a,re ] Pdnt Neme � Agen�y: �� - WilliAm 1"T. /lD2t.�'t��in , ��.3 !I Testing Inspection sq�wre Pr�n� r�me oa� Hereby cerUfies that the Testing/inspeetion Agancy named above has been engaged to perForm sfruciurat tesEs end Inspections during constructbn as checked below, to saUsfy all applicable porfions of the Buqding Code. Prior to finai inspedion, the Inspection Agency shali submit e statement that all (tems of designated work pertormed we�e repoRed. Any items checked but not tested or inspected wi� be noted and explalned. Whenever any designated items on the list are ready for sampling, testing, a inspedion, it shail be the responsibility of the contractor to give tlmely notice to the I nspection agency so thai the required senr(ces may be perfom�ed. REINFOitCIN6 STEEL: Tensie 8 Bend, one set per heat per ta�s �_ Inspe�tion of Pleceme�t InspecUon of Welding EPoXY MASONRY: Prelan. Acceptance Tests {Masonry Un�7s, WaH Prisms} SubsequeM Tests (Mortar, Grout, F'�eld Wa� Prisms} Inspection of Plecement and Grouting Reinfotiing Tests tnspectian ot Reinfarc.ing Placement Tendon Tests In�ection otTandon Piacxment Inspedicn of Concrete Piacament Inspeetion of Concrete Batchinp Inspection of Panel Attachmeni & Inaerts Camprossion Tests inspet��n of Stressingl�ransfer PILING, CAISSONS, CAPS, TIES: tnspedion oE Reinforcjng Placement Inspedioa of Concrete Placement Inspection of Concrete Batching Specify other tests, fnspec[iva►s or special InstrucBons tequirsd. � UNDERPINNING: Temporary/Pertnanent Inspectlon of Steel Fabrication Inspection of Reinforcing & Forms Inspection of Concxete Plecerrxnt Inspection of Tiebacks SOIL NAILS: Temporary Shcring Parrr�nent WaU STRUCTURALSTEEL: Sample & Test (list speciFic members below) Shap idendficatlon & Welding Inspection Shup Uarasonic i�spect�n Shap Radtography �_ Fieid Wetding Inspection �_ Fietd 9oltfig Inspection Fleld U�rasonic Inspectio� Field Rediogtaphy Metal �ack Welding InspeWon FiREPROOFING: tnspaction � Placement SOILS: � Acceptance Tests _ CL Moisture-De�sity Detertnination _,� Ffeid Density DriHed Pirrs Deep FoundaHon STRUCTURAL WOOD: Inspadion of Fab�cafron Inspection af Tross Joint Fabricatton Sample � Test Components (nspec8on of Glu Lam Fabrication SMOKE CONTROL: SPECIAL CASES: SPECIAL IN3PECTION: Setsmic Resfstance Wind Requir�ements i 7'�W1��YAi� ' �—��Jab Name; � Job Rddre�s: '� � P+3trttit No:, �'�,." Q�'�''� SPECIAL. lN3PECTlON AND TE8T1NC3 AGREEM�NY (To applicanEs af proJects requtring $peolal Inspeatton or Te�tiny per Secfion 1701 of the IBC) Th�e nwner or hialher repr�sentalive, on the advice of the dasign protea�onal in responstbis aharge, shail �Plete, seai, stgn and submlt a copy of the Spedal inspection Agreement and Sauctutal 'Cests Sehedulsd tc the Tcwn of Vaif for re�lew and epprovat, s{qnawrea ere required an both pages� photocopied or faxad signatures ar� acceptable. The owner and hislher generat contraotor, where epplicabte, sha�1 alao acknawtedge the following con�tions applicable ta $pecial Inspaciion Tasiing: 1. Contractar ts responsib4e Eor propar notiiicatiort to #he inspection ar Testing agency for items Ifstttd.(P�ge'f) (!BC 9iQ4) 2. drdyy the E�sting ieboraiory shou;d lake se�;p►aa and trans�o�# ihpm 4a thnic fsboratary� 3, �oples of �it taboratcr� repacts and lnspectlans �re ta be sent dUecity ta the Tovu� af vail by the Testing agency on a weekty basis. �x 4. Inspec�on agenoy to submit nemes and qu�iificatior�� f �n-�i,� ��ec'ay insP c.�'e �o tha'�'own r�f Vai{ for review and approvai.{ C�a�e 23 5. The speGiat [nspecfct fs reaponsible io irtsme�fataiy notifiy 1ye Towh of Vai) Bu11�±�ng flfficial in writinQ of any concerr� andlor probiems encounterad, B; lt is t�e resporfsibl�itY +'N �8 c�ntractor to revtew tt� 'iawn of Vail appcavad plana ior additional inspection or tes�ng requirements ihat may be nated. A p=��Qnstr�dion conferens.s at the Jok� sitg is rec�nmen�d to re+riew spedal inspectlon procedurea� 7. The spedai inspector shall use onty the Town df Vail apprcved drawin�s. 8. AI[ apeda� instseciion ffeld reports must be teft on site for revlew by the Town of Vail slaFF prior to required Cnspeciions ar re-inspeclions. gE�pRE OCCUPANCY VYIkL 8E GRANTED; The speciai inapect�on agency shall submit a signed and s�ated statetnent ihat alt items requking testing and inspection were futtilled and reported. Thase items not tested andlor inspecled shatl be npt+sd in thls statsment: A copy of ihe statemenf shall be maintatned ai tha jab site for the Buil�ing Inspecfo�'s review prior to tinel inspectien. Ack�awiedgement: �� oumer. ��;�� . - s��a� i Agency: J�ac�L�+�+� �� h � �`--��-`.�.`.�.. ni►t r�ama 1�(m,�� w�-�.,��. �� f t�at. ir � �o �D4fi, a ��'�=1 I � �,--_. �� 02-20-2012 Inspection Request Reporting Page 1 4:29 om Vail, �[� - Citv �f Requested Inspect Date: Inspection Area: Site Address: A/P/D Information Activity: 609-0060 Type: A-BUILD Const Type: Occupancy: Owner: 1082 RIVA GLEN ROAD LCC Con#ractor: GEORGE SHAEFFER CONSTRUCTION JRAII day, February 21, 2012 1082 RIVA GLEN VAIL SPRADDLE CREEK ESTATES Sub Type: ASFR Use: IRC Phone: 845-5656 Status: ISSUED Insp Area: JRM Description: ADDITION OF 500 SQ FT OF LIVING SPACE Reauested Insaectionls) 1. Item: 534 PLAN - FINAL C/O ^�;,,� y��V Requested Time: 08:00 AM Requestor: V � (� Phone: Comments: 376-6185 � Assigned To: BGIBSON Entered By: JMONDRAGON K Action: Time Exp: Comment: � � �� -� D t � cc�� r�+.�� ``^,�s � . Item: Requestor: Comments: Assigned To: Action: 90 BLDG-Final 376-6185 JMONDRAGON Time Exp: Requested Time: 01:00 PM Phone: Entered By: JMONDRAGON K Inspection Historv Item: 10 BLDG-FOOTING "` Approved *" 08/17/10 Inspector: mdenney Action: DN DENIED Comment: footing shall have proper fronst depth, 48". 08/20/10 Inspector: mdenney Action: DN DENIED Comment: engineered design sfiall have the engineers seal and signature. Submit stamped design to the town of vail for review. 08/29/11 Ins ector: sgremmer Action: PI PARTIAL INSPECTION Comment: All �ooting except entrance to storage room OKp er SI report 09/07/11 Inspector: s remmer Action: PI PARTIAL INSPECTION Comment: grid lines 2 to�.5 between C.5 to B ok per SI report 11/15/11 fnspector: sgremmer Action: AP APPROVED Comment: planter Item: 20 BLDG-Foundation/Steel ** Approved'* 09/14/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: CMU wall 10/11/11 Inspector: sgremmer Action: AP APPROVED Comment: structual slab ok per SI report 11/21/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 30 BLDG-Framing �* Approved `* 09/02/10 Inspector: Martm Action: AP APPROVED Comment: 12/22/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 50 BLDG-Insulation ** A� pproved ** 12/23/11 Inspector: JR/MH Action: AP APPROVED Comment: MEDIA ROOM,DEN AREA APPROVED Item: 60 BLDG-Sheetrock Nail ** Approved "* REPT131 Run Id: 14156 0 r O � � I � � � 02-13-2013 Inspection Request Reporting Page 1 4:06 nm Vail, Cp - Citv of Requested Inspect Date: Thursday, February 14, 2013 Inspection Area: JRM Site Address: 1082 RIVA GLEN VAIL SPRADDLE CREEK ESTATES A/P/D Information Activity: 609-0060 Type: A-BUILD Const Type: Occupancy: Owner: 1082 RIVA GLEN ROAD LLC Contractor: GEORGE SHAEFFER CONSTRUCTION Description: ADDITION OF 500 S� FT OF LIVING SPACE Sub Typ e: ASFR Use: IRC Phone: 845-5656 Status: ISSUED Insp Area: JRM Reauested Ins�ection(s) Item: 534 PLAN - FINAL C/O Requested Time: 08:15 AM Requestor: GEORGE SHAEFFER CONSTRUCTION Phone: 970-845-5656 Comments: 390-6318 Assigned To: BGIBSON Entered By: JMONDRAGON K Action: Time Exp: Comment: an scaping no completed Inscection Historv Item: 10 BLDG-FOOTI 08/17/10 Comment: 08/20/10 Comment: 08/29/11 Comment: _ 09/07/11 Item: 20 B Item: 30 B Item: 50 B Item: 60 B , � "1 � � '� � � --� ,; '" Approved " �ector: mdenney Action: DN DENIED ing shall have proper fronst depth, 48". �ector: mdenney Action: DN DENIED ineered design sF�all have the engineers seal and signature. Submit stamped design to the i of vail for review. �ector: sgremmer Action: PI PARTIAL INSPECTION �oting except entrance to storage room OK per SI report �ector: s remmer Action: PI PARTIAL INSPECTION lines 2 to�.5 between C.5 to B ok per SI report �ector: sgremmer Action: AP APPROVED iter Steel *' Approved "' iector: sgremmer Action: PI PARTIAL INSPECTION J wall iector: sgremmer Action: AP APPROVED ctual slab ok per SI report iector: sgremmer Action: AP APPROVED " Approved " �ector: Martin Action: AP APPROVED Inspector: sgremmer .. .. �.....,...,.a .. nspector: AREA Action: AP APPROVED AP APPROVED Action: AP APPROVED Item: 70 BLDG-Misc. " Approved " 09/07/10 Inspector: Martm Action: AP APPROVED Comment: Waterproofing 05/11/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: courtesy 02/27/12 Inspector: sgremmer Action: AP APPROVED Comment: NA Item: 533 PLAN-TEMP. C/O " Approved " REPT131 Run Id: 15064