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Home My WebLink AboutB11-0323NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES -�., .. _ ,. ��, Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.4792139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11-0323 Job Address: 1067 RIVA GLEN VAIL Location......: HOA TRASH CONTAIN NEAR ENTRANCE Parcel No....: 210105301018 OWNER SPRADDLE CREEK ESTATES MAINT 09/07/2011 1221 BRICKELL AVENUE MIAMI FL 33131 APPLICANT ITSAHANSEN, LLC 09/07/2011 Phone: 970-401-1100 DBA HANSEN DESIGN BUILD 1552 MATfERHORN CIR #3 VAIL CO 81657 License: C000003283 CONTRACTOR ITSAHANSEN, LLC 09/07/2011 Phone: 970-401-1100 DBA HANSEN DESIGN BUILD 1552 MATTERHORN CIR #3 VAIL CO 81657 License: C000003283 Description: COMMON AREA: NEW TRASH ENCLOSURE FOR HOA Occupancy: U Type Construction: V Project #: Applied.....: Issued. . . : P RJ 11-0482 09/07/2011 09/28/2011 Valuation: $24,500.00 .........................,+...............x.,,.......,........�..............,,,.... FEE SUMMARY .......,,....>......,,.,.........x....��..,...,..........,.,...........,..,,...,, Building Permit -----------> $391.25 Bldg Plan Check ----------> $254.31 Use Tax Fee-----------------------> $290.00 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-------------> $940.56 Payments------------------------------> $940.56 BALANCE 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 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 A :00 PM. ,- �� % '� � i ature of Owner or Contractor ate .ti1,�1 !% �,�1NS�ili Print Name combination permit_012811 m ........................................................xx.......�..............,,,....,.......�.................,,,,.............�..........................................,...,... CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: 611-0323 Address: 1067 RIVA GLEN VAIL Owner: SPRADDLE CREEK ESTATES MAINTENANCE ASSOCIATION Location: HOA TRASH CONTAIN NEAR ENTRANCE ..............................................................................................�...............,..,....,....,..�....,.........,............,....................�,.... combination permit_012811 a . � �� JI � � * *******«,+*r*rr,r*,r*r***:*******rrrrr**w*,r,r**r********+r*r,r+*+x**,r**,r«««*r***+r+ra*,�t*********,r««**�,r******+r+rrr*****r*,+*******«*«*,r*,r,r«,r,r**�**«,r****«««*** REQUIRED INSPECTIONS AND STATUSES Permit #: B11-0323 Address: 1067 RIVA GLEN VAIL Owner: SPRADDLE CREEK ESTATES MAINTENANCE ASSOCIATION Location: HOA TRASH CONTAIN NEAR ENTRANCE .*******************„**************„**********.�********„**********�********«*************************«*************************«********�**«««****** Item: 00010 BLDG-FOOTING Item: 00020 BLDG-Foundation/Steel Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00070 BLDG-Misc. Item: 00534 PLAN - FINAL C/O Item: 00090 BLDG-Final combination permit_012811 *********************************+*+**********+*+******************************************* TOWN OF VAIL, COLORADO Statement *****************+************************************************************************** Statement Number: R110001350 Amount: $686.25 09/28/201112:29 PM Payment Method: Check Init: SAB Notation: 148 - ITSAHANSEN LLC ----------------------------------------------------------------------------- Permit No: B11-0323 Type: COMBINATION BLDG PERMIT Parcel No: 2101-053-0101-8 Site Address: 1067 RIVA GLEN VAIL Location: HOA TRASH CONTAIN NEAR ENTRANCE Total Fees: $940.56 This Payment: $686.25 Total ALL Pmts: $940.56 Balance: $0.00 *****************************�*�***********************+*********+************************** ACCOLINT ITEM LIST: Account Code -------------------- BP 00100003111100 UT 11000003106000 WC 00100003112800 Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 391.25 USE TAX 4% 290.00 WILL CALL INSPECTION FEE 5.00 ----------------------------------------------------------------------------- LKP ; Engineering, Inc. CIVIUGEOTECHNICAL Octaber 10. 201 1 Mr. Matt Hansen Hansen Design Build & Properties 1 1�2 Matterhorn Circle. Apt # 3 Vail. CO 81657 Dear Matt: 3 �3 �- V �� RF : Open 1-lole Observation/Foundation Consultation "Crash Enclosure Spraddle Creek Subdivision Vail. C:O 81657 Project No. 1 1048 At your request. on October 5 and 7, 201 1. we visited the construction site for the proposed trash enclosure in the Spraddle Creek Subdivision. Town of Vail. �aKle County, Colorado. The purpose of our site visit was to observe the soils e�cposed in the foundation e�cavation for the proposed cabin and ta verity the recommended bearing capacity ot' �000 psf'. The excavation t�>r the proposed trash enclosure consisted of a bench stepping int� the site. 'l�he bench was approximately 10 feet by 13 feet. Excavation cuts in the bench varicd from about tour to ten teet below existing �rade. The soil e�posed at the bottom af the excavation consisted at� brown, silty, gravelly sand to sandy gravel �vith cobbles. Soil samples �vere taken from �vithin the excavation and were tested for natural moisture content and �rain-size distribution. "(�he test results are appended to this report. 7hc� soiLti� enc•ou»tcre�cl u� �he hor�om o/'rhe fnt�ndu/ivn exccrnulion fnr Ihe crddilion ure .suituble_for Ihc� CIG'51�;11E'CJJ'OlI IJE'[7!'117�'rJYL'SSl!/'B o/�2000 psJ: We recommend a minimum of 4R inches of backfiU cover for fr�st protection ��l�the footing subsoils. The bottom of the excavation was compacted. Soft spots were not reported. Foun�lation walls retaining earth and retaining structures that are laterally supported should be dcsigned ta msist an eyuivalent tluid clensity of 60 pcf f'or an "at-rest" ec�ndition. Laicrally unmtilrainecl structures, retaining the on-site earth. shuuld be designed to resist an equivalent fluid density of 40 pcf' t��r the "active" case. 1'he above design recommendations assume drained backfill conditions and a horizontal backtill surface. Surcharge loacling due to adjacent structures. �veight of temporary stored construction materials and equipment, inclincd backtill and hydrostatic press�re due to undrainecl backtill should be incorporated in the design. 'They should try to prevent the buildup ot� hydrostatic pressure behind the retaining wall. The site surrounding the building structure should stope away from the building in all directions. A minimum of 12 inches in the tirst 10 feet is recommended in unpaved areas, and three inches in the tirst 10 feet in paved areas. "I'he tap of the granular foundation backtill should be co�•ered with a minimum c�f 1 foot of relativelv impen�ious till to reduce the potential c�l�surface water intiltrating the t��undation subsoils. Stn�jace� tiru�er y�n�urnl/l� cL�uinin� towcrrc/ Ihe pi•opnsed ht�ildin� .siie shou/c! he clh�ertc�d u�•uund und uu�ut� 1i•��n� il hy ntec�n.s nJ�cl�-ui�ta��e .stirule.�� or ulher up/�rut�ec! nleihucl.s. The roof drains and downspouts should extend and discharge beyond the limits of the backtill. I'.O. F3o�c 2837. [:d�vards. CO 81G32 'Tel (970) 926-9088. Fa� (970) 926-9Q89 �.- •. 4 . -� �;> �...: Mr. Matt E(ansen Page 2- Project No. I 1048 October 10, �O1 1 It is not recommended to introduce excess water to the fo�mdation soils by installing sprinkler systems next to the building. The installation af the sprinkler heads should insttre that the spra�� from the heads will nc�t fall ��ithin 10 fi:et of foundation walls. porches or patio slabs. La�vn irrigation must be controlled. f�his report has b�en prepared according to (ocally accepted Professional Geotechnical E:ngineering standards for similar methods ot�testing and soi! conditions at this time. Th� findin�s and recommendation stated above are basecl on the soit conditions observcci and tested in the faundation excavation onl��. There is no other warranty either expresseci or implieci. Sincerely, LKP F.ngineerin�, (nc. �� Cnclasure J:1_WP Xa-LKF"?01 IU IO�3Ro�nn-fnd.��pd ��tit i � u u u►q4�i�� Revie�ved by: `��aQO� ��(�'/�, ��i,�� \. ��.•r .�-o �..>'�• �% ; O�'� .�� n�s�•.� � /�� _ . : - - , , . .O =- I t"*! d� � � r ; : -v: ; �== �� ,. �: Luiza Petro��ska. PF. ; � � 4,f�•�� •�1`�',; �'.,F ' •....•. c� � �%�ss!o� a� � � P.O. [3ox 2837. C:chvards. CO 81 G32 Tel (970) 926-9088. Fax (970) 926-9489 . . � O O� o� c � g o � � �m � _ � o � � � � Y � h � C � �♦ � � � � � H N � � h � � 2 s � c � M � v v O � N � Percent Coarse� by We/ght o � N � o o � � � � O �� n � 0 � ■■ .■ ■■■■ ■■ ` - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ - _ _ � �� ...■..■■.■ �� ' ��- �� ' ��.� ��►� • �� . �■.■■■..,■ ` � ------��-- ______..___ O U o De � � m � m � ; i��w.:i�� ---_--_---- � � -----�----- �� i■��■�■■ i��ri�� ___ �______ �_�____-_- ��I�� ------_---- �� -�- � ��t'�� i��■■�■■ ■ �ri�� ..�� _�_-______ . �� _ - - - - - - - - _ � �� \ � �� ` ■ ■.■■ ■ ■■ ■ ■ - - -- -- - - - - _ __ _ _ _ _ _ __ . _ - _ - _ - __ _ - � . � . . . . . . . . . . '' - Percen t Finer by Weigh t � O V � N �� O o V �9 m � U a 0 h ,�m S O Of r..� 3 `O m � c � O U m � .� � paaECr Ha LKP Eng/neer/ng, lnc. GRAIN-SIZE DISTRlBU770N 110� �� TRANSMITTAL FORM Revision Submittals: 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved 8� 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: () Revisions jlc) Response to Correction Letter �� r�ART�N �,a��,� attached copy of correction letter � ( ) Deferred Submittal �7�LE �i2EEK 7�PdsII:ENG�l�SG,PL ( ) Other Project Street Address: Q�vAGl,dvGT �SP/�DA:��je� (Number) (Street) (Suite #) Building/Complex Name: Contact Information: Company: �d tiV %f,�,,�/6d/�J�[i/LT.J Company Address: ��s?`ibl�f%GiCM0�i1/ G/12 City: �/,d /[. State: �dL Zip: Contact Name: Li/�% � �/��/�/ Contact Phone: 97l/• �/_ /�(j(� E-Mail ��id /`�%G�.�/G•G�/`i Valuations (Labor 8� Material)) Building: $ Plumbing: $ Electrical: $ Mechanical: $ Total: $ /1/ �- . . . .- �' � _ r'/ l �. / .� u ` �� ' /it ' " � �J/. _ � L�� . _ri!_ , (use additional sheet if necessary) Date Received: ' � � � � V � SEP 2 01011 TOWN OF VAIL 1-Sep-09 � TOWN OF VAIL� 75 South Frontage Road West Vaii, Colorado 81657 vaiigov.com Date:9/15/2011 Re: Riva Glen trash enclosure 811-0323 Dear Mr. Hansen, RESPONSE INSTRUCTIONS / �� Community Development Department 970.479.2138 970.479.2452 fax • Submit two complete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified. • Please respond in writing to each comment with a response letter addressing each comment. BUILDING COMMENTS Architectural Comments: Sheet A1.0 1. Structure to be designed to the IBC. IRC does not apply. Please revise plans Sheet A2.1 1. Plan details reflect a geo drain to be provided. Site plan does not reflect the drainages system nor its termination point. Please revise plan. Sheet A4.2 1. Plans to reflect drainage away from the structure and or walls to be designed for the additional hydraulic load. Please clarify. Sheet Al2.1 1. Please identify on plans roofing materials to be used to include fire classification. Reference section 1507 IBC. 2. How is the stone veneer to be attached or adhered to the building? Reference section 1405.7 IBC Structural Comments: Sheet S1 1. The building is to be designed and constructed per the IBC not the IRC. Revise plans 2. Please provide statement of special inspections required on plans or clarify design criteria does not require it per Section 1704.1.1 IBC 3. Identify if field welding is being done on the plans. 4. Proposed boulder retaining wall to be designed in that it is withholding a super imposed load per architectural drawings. 5 Provide a copy of the geotechnical report referenced on plans to include the design for the perimeter drain Plumbing Comments: NA Mechanical Comments: NA Electrical Comments: NA PLANNING COMMENTS Reviewed and accepted FIRE COMMENTS Reviewed and accepted PUBLIC WORKS COMMENTS Reviewed and accepted Sincerely, Martin A. Haeberle Chief Building Official Town of Vail Page2 - --�� / _ (A.(��\ `-� 1 \��..,\\ /�� HANSENIDESIGNI6UILD ��:�,; TOV Comments 1552 Matterhorn Cir. #3 Vail, CO 81658 Date: 9/19J2011 To: Martin A Haeberle Chief Building Official Town of Vail 970.479.2138 Project/Job number Spraddle Creek Trash enclosure job #0408-11 s� .i^, � ; P:970.401 11wb� This letter of record is in regard to the "Architectural Comments" for the above referenced project. The following comments from the Town of Vail are followed by their remedies: Please note that the sheets have changed to conform to a 24x36 size to coincide with the structural drawing size. Sheet A1.0-Cover sheet; Sheet A 4.1-Elevations; Sheet A5.1-Sections, RCP & Details Architectural comments Sheet A1.0 1. Structure to be designed to IBC. IRC does not apply. Please revise Plans. The above has been adjusted and clouded per sheet A1.0 under general notes Sheet A2.1 1.PIan details reflect a geo drain to be provided. Site plan does not reflect the drainages system nor its termination point. Please revise plan. The above mentioned drain has been added to the site plan with a termination point and clouded per sheet A2.1. Sheet A4.2, now sheet A4.1 1. Plans to reflect drainage away from the structure and or walls to be designed for the additional hydraulic load. Please clarify. Attached is a soils report is from Lot 5@ spraddle Creek estates which was used to diagnose assumed loads and soil conditions. An open hole field observation is requested at the time of excavation. A geotechnical report is to be provided by a selected soils engineer upon an open hole soils observation which will be conducted upon excavation of the site. All construction details are to reflect the report. All corresponding sheets have been changed and clouded to show the perimeter drain per sheet A2.1 & A4.1 Sheet Al2.1, now sheet A5.1 1. Please identify on plans roofing materials to be used to include fire classification Reference section 1507 IBC. Please see sheet A5.1 for the clouded indication of the roofing materials. Cut sheets of each material have also been attached. Code information is given on sheet A1.0 for special purpose roofs, and landscaped roofs which have been clouded. 2. How is the stone veneer to be attached or adhered to the building? Reference section 1405.7 IBC Please see sheet A1.0 for stone veneer attachment per code 1405.7 stone veneer. Also see 4/A5.1 indicating the stone veneer attachment per the detail and notes. Thank you for your review of these comments. Best, Matt Hansen - 970.401.1100 � -'�� ;�� Hansen�Design�Build `'�� -;'; hdbvail@gmaiLcom ��:;< �„� �`�� . � . •n ' ' • lutions .inc � E N G I N E E R I N G Letter of Record Date: 09.19.11 To: Martin A. Haeberle Chief Building Official Town of Vail 970.479.2138 Proiect/Job Number. Spraddle Creek Trash Enclosure Job # 0408-11 PO BOX 2494 AVON, CO 81620 PH. 970.949.7100 FAX. 970.949.3377 This "Letter of Record" is in regards to the "Structural Comments" for the above referenced project. The following comments from the Town of Vail are followed by their remedies: Structural Comments 2. 3. 4. Sheet S1 - Item # 1. The building is to be designed and constructed per the IBC not the IRC. Revise plans. The above has been adjusted and clouded per sheet S1 under General Notes. Item # 2. Please provide statement of special inspections required on plans or clarify design criteria does not require it per Section 1704.1.11BC. Special inspections per section 1704.1.1 of the 2009 IBC are not required and this has been indicated and clouded on the plan notes. Item # 3. Please Identify if field welding is being done on the plans. Any field welds will be indicated with a field weld symbol. Decking material may be attached to steel angles and beams with either welding or mechanical fasteners per the Steel Decking Institute (SDI) specifications and does not require a special inspection. Item # 4. Proposed boulder retaining wall to be designed in that it is withholding a super imposed load per architectural drawings. The boulder retaining wall does not exceed 4'-0" as indicated on architectural plans and does not require a structural stamp. f. � ' � • Page 2 5 September 19, 2011 Item # 5. Provide a copy the geotechnical report referenced on plans to include the design for the perimeter drain. The geotechnical report is to be provided by the architect upon open hole soils observation. I have indicated this on the details that show a perimeter drain. If you have any questions or concems please call me at 970.949.7100. 3�q;,��,;� 0�� 9�a�'�'}�. S�gned: O�'•'��y r ! . . f �; •�Q� 9 . ; r . Leonar o, P. E. : '' `` `°'�`� President 'O9•.�/q/// . � �F`�S%r,`!�aR�EN _ `� � , � LKP � Engineering, Inc. .�Co�y oF �,`j p�voa,T rc�(z I.�T 5� 5 P�d ��J�F C2l� K�sr��5. /S� UM �D 5�2UcT(�L t�('l A DS A 2E � LGULt1T£� FIzoM T'H-r5 2�PUeT SOIL Al�'D �OUNDATION llr'VLSTIGATION rOR PROPOSED HOME LOT S. SPRADDLE CREEK ESTATES TOWN OF VAIL FAGLE COU?�`TY, COLORADO PROJECT NO. 9663 SEPTF,MBEI213, 1996 �K � i. -� e; Q d^ o t. I r� �Y �� c,_ . '�..i i � } � • l S ��G ` y "e."'�Y� - e - � �A e ��3`Z� : '',:.'� : �� " ' � �'(` as i �.-�� .�i ,� � �i�� • �� `�\ � �`��//`f ul��' ' � //lJllltfllilili111i��\ �"� � � . . PREPARED FOR: MR. KEN JANKILE .IE\SE� AOMES, INC. 303 ASPE\ AtRPORT IiUSIIVESS CENTER, SUTTF. J ASPEN, CO 8t6i 1 P.U. Iiox 1�►52, A��on. Cc�l��r:�d�� Slr;?0 •(9�0) 827-9�1SS Tel •(9��) �? �-�8) Fa.� 'I'ABLE OF CONTENTS EXECIJTNE SUNI�VIARY . . . . . . . . . . . . . . . . . . . . . . . ............................................2 SCOPE OF STUDY ............................................................ ............2 SITE DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................."Z PROPOSEDCONSTRUCTION ................... ��•��••�� '��2 .................... FIELD INVEST[GATION ...................................................................3 -, SUBSURFACE SOIL AND GROUND�'�'ATER CONDITTON . . . . . . . . . . . . . . . . . . . . ..................� FOUNDATION RECOMIVIENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ? SLAB CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . ...........................................4 RETAINING VVALLS .................................................... ...................4 LJNDERDRAIN SYSTEM . . . . . . . . . . . . . . . . . . . . . � SITE GRADING AND DRAINAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � I.AVI�T IRRIGATION . . . . . . . . . . . . . . . . . . . . . . . ................................................6 LIMIT'ATION ............................ .............................................. ...6 FIGURES PERIMETER DRAIN . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .�IGURE NO. 1 LKP En�*ineering, Inc. construction on a concrete foundation, stepped into the hillside. I_.oads are anticipated to be light, typical of residential construction. If the finalized plans differ significantly from the above understanding, we should be notified to reevaluate the recorrunendations of this report. FIEI,D INVESTIGATIO'� Between September 5 and 12, 1996, we visited the construction site on Lot 5 several times. Mast of the foundation excavation is bottomed into bedrock. The southwest portion of the excavation is in f�rm, sandy Gravel with cobbles and boulders. On the northeast part of the excavation they had to blast the bedrock. Most of the exca��ated material was hauled off thc site. Some boulders were stockpiled on the south side of the excavation for the construction of the boulder retaining walls. �n the southeast side of the ehcavation there is a pile of excavated soil. SUBSURFACE SOIL AND GROUl�'DVVATER CONDITION The soil observed in the ��valls and at the bottom of the excavation, consisted of some topsoil over slopewash material over interbedded layers of sandstone, siltstone and shale bedrock. The southern part of the excavation had sandy gravel with cobbles and boulders. Review of thc Indexes to Geological ZTapping, Eagle County, Colorado, prepared by Charles S. Robinson and Associates, Inc., in 1975, shows that the underl_yicl� bedrock is Minturn Formation. The Minturn Formation consists of inedium to very corse-grained, �ray to reddish-bro�vn sandstone, con�lomeratic sandstone, thin beds af reddish-brown siltstone and sandy and silty shale and pinl:isll- gray to gray limestone beds. FOliNDATION RECOMI�IENDATIONS Based on thc soil exposed in the foundation excavation, tlie foundation sllould be supported on bedrock. The proposed residence should be supported �i�ith com�entional t}�pe spread footings, designed for a maxi�num allowable soil bearin� pressure of 2�00 psf. 'tlle footings should he placed LKP L-ngineering, Inc. 4 on the undisturbed bedrock. Minimum «�idtli of 1 b inches is recommended for the continuous footings and 2 feet for the isolated footing pads. A minimum of 48 inches of backfiil cover is recommended for frost protection of the footing subsoils. The on-site soil, exclusive of topsoil and organics, is suitable backfill material. Rocks, lar�er than siz inches should be screened out from the backfill mate, ial before use. The foundation excavation was free from excavation spoils, frost, organics and standing water. The bottom of the excavation was compacted. SLAB CONSTRUCTION The natural on-site soils, exclusive of topsoil and organics, are suitable to support lightly loaded slab-on-grade construction. Underslab fill should be constructed with a suitable material, compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTLI D-69S). Suitable material should be free from topsoil, organics and rock fragments greater than 3 inches. The concrete slab should be constructed over a 4-inch layer of clean gravel consistin� of -3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passin� the No. 200 sieve. The concrete slab-on-grade should be reinforced and control joints scored accordin� to the American Concrete Institute requirements and per the recommendations of the desi�ner to reduce damage due to shrinkage. The concrete slab should be separated from the foundation ��valts and cotumns with expansion joints to allow for independent movement w�ithaut causing damage. Crawl space is recommended over a slab on grade for this site. RETAIl\'ING �� ALLS Foundation walis retaining earth and retainin� structures that are laterally supported shoul� be designed to resist an equivalent fluid density of 60 pcf for an "at-rest" condition. Laterally unrestrained structures retainin� the on-site earth shauld be desi�ned to resist an ec�uivalcnt fluid density of 40 pcf for tl�e "acti��e' case. The above design rtcommendations assume drained backfill conditions and a horizontal I.KP Ln�ineering, Inc. '1'his report has been prepared for the exciusive use of Mr. Ken Jankile, Jensen Homes, Inc., for the specific application to the proposed residence structure to be located on Lot 5, Spraddle Creek Estates in the Town of Vail, Eagle County, Colorado. Sincerely, - ` ��''•':>., •>. . , ,; t,F .. LKP E�GINEERL'�1�; ��NG,` �"�,"�=�� : r;. ? `_ � _�'- 1 �. ''- .c': = � —, •/, �� rL-• y �. _: � : ` =—t� L .:2J :C= �._.�' `7 ' . ,. • � � —u� : Z� 1 �C .fI'ti lr}�� o .: .�` '�—�e •• :�'�� i f ` °'•o... • ��a \`� / Ci _, � \ �.uiza Petrovska, PE ��i��'`I'f'iilF�l�, �-�;J�� President C�'.Ofr iCF. i �l'PV.'it��.N'PDOC.59663.Rf'1' LKP �:nginecring, Ir.c. � � � i� ;r -- , - - - - �_ . . _ .. , - -.. .- - -.. . _ � . � ,"� .:�L;�.�_ - ��,��r�;-_,_ Y.; ., _ ._ � •. _ _ _-.' � � ri i�"i !�!j �:T: �' � 71'�'�l �� - ` - 1,i9�t K L, _'L' _ � - - ' = -� "__ _"-=- . _ ___�- —`-� - - _ . _ - - �-._ - - _ � � - - _ _-- .-� -- ------ -- --� �'"-__ ° --- - ---= - -.-� _._.�_--� _ -- - _ �_ _ _ _ � -_--,_.� �--.._- -� ��---- � i- ---- _ _ __ �- .�� , _ --- ---- -- - - > > ___ �� -� _-;--�- �-�- � --�_ _ _ _ -c- _ _ -. . '. '' . `_`_--_ '� �` . _ -� . ._ __ _ � i'. , _ �. . . _.�--_ . _ , , � � , � ^ � � _ - ' ,trn��! l��,L' _,.. � �'� • - � (° ,-� , � " � � � :'"_; l `.!q _ . __ --�-. , ,. /. - - - -� `tJ.�� ,/: . �. _. . . _ _ �--� ��.>. " ,` �i , �� '. � �.: � - -� `� _��`i� � \ ,.,.�Y�"i�....:V ii-�,f �'� �r ` r ✓ _`i :i�n�_ . L . � C..:.. � � � � - . — � =% � "� �. , r4 , �� . . ` �` i�.a,� ti� G,:,a �; ' �, � ;tirT, ��5� �xa,,; �,� t,..= . .- -.. l --- � � ,"N�.:.0 fL-;;v,"Fr_ � r_,4� �,4h ' ' _' j' , � �c :. . _ � TC, ,.� SU' ra � _ _ _ - - ' a; 1j.�' �� . FC�;�T f`�°. .�.� ��.��_.- _ . -, ! . .-.. � _ �1 � _�" � � _ -. '� i„�'� .�.. �..✓�'iC.S.J �`�".. ... J .� .- ._ _ � � 'r:- =� ,;�.. _ -_ . _� .i , _ ..1� � � �JI�%i� �.�� _- ` /.� -_ ��, ci�i�.ic::orecrt�t��:�;. 'i' I�li I' ��'� ,�'.r1��i11 c�cl��r��. Lri c. ��;,��,. I'F.YI IIETL•'� DI..-tl V' _ ,, _ f = �-, _ J�' V'�'� ��' H(I 11F.S. 1.A'C. --= � -_ �;;; ___ . , • � i � � � � ► i � ■ � � i � i � �� i � -�...� � z �,� �: ,�., � �- � � f � � a�:. ��m ;,�� .. s, ♦ � �T .�� • ' � � ��., "'a `�. � '� �. .'k .. �.i "�1 �. ��"'•. �` � � { Y . ' ♦ i�.� Cf. ��r- r�J�+'.� S' 4' ... ' . . . w -AI�• . . . � F.� 2 ''� aJ � y�� ^�"yY3� .sr�... . ��f�� P� ' � x • � � 4 S _ � , �[ _��_., ___ _ .�:�..__u��.� f _ .� _ �� . : _ __�._�.�,�. � ___._._ .,� ? � yr �. - ' ..r. _ ... . .. . �,. ,_. .... . .. -1► -.,.: - — s" � � . ,_. +� `- - � .____ �- � �;.. '" �..�_� _ , 5�-. _ . `�� _...,.,__*.-�� ____..e�*� `•. - _. . ..F ,_ ;�:` ' � _ . --^? �'i : � � � ;.. � „.. _._ . _.........a ... _.. _.�..�.. _.._ �► :� � � Stone veneer similar to caretakers unit random sized bufFstone color Wood door similar to caretakers unit (color as shown) Rock wall not to exceed 4`-0" � � � � Coatings & Waterproofing DESCRIPTION CCW-550 Primer is a single-component, solvent-based bituminous primer especially designed to promote adhesion of the CCW-500 Hot Applied Liquid Membrane by preparing the concrete surface. TYPICAL USES Use on all concxete surfaces to which CCW-500 Hot Applied Membrane is to be applied. PACKAGING CCW-550 Primer is packaged in 5-gallon pails and 55- galion drums. COVERAGE Coverage rate will vary. The following is a guide, but Cariisle Coatings & Waterproofing Incorporated can not guarantee coverage rates. The concrete should show a deep stain as opposed to being fully colored black. For smooth, hair broom finish, cover concrete 500 sq. ft. per gallon. All fluid applied product application rates are based on theoreticaf coverage relative to the percentage of solids in the material. These are minimum application rates to achieve the required dry film thickness for the system and do not account for substrate condition or porosity. A thicker application of the product may be necessary to achieve the required dry film thickness for system relative to the substrate. APPLICATION CCW-550 is best applied with powered airless spray equipment. CCW-550 Primer can also be applied by roller. Use a screen in the pail to roll otf excess primer. The product has a satisfactory cure when it will not transfer when touched. Apply only to areas to be waterproofed the same day. Reapply if area becomes dirty or wet. WARNINGS Flammable liquid and vapors. Use only with adequate ven6lation. Keep liquid and vapors away from open flames. Avoid contact with eyes and skin. In the event of contact, wash otf immediately. Wear protective dothing, especially impervious rubber gloves and eye protection. Refer to the MSDS for important wamings and product information. �� TYPICAL PROPERTIES Color Black Weight per gallon 7.76 Ibs VOC Content 500 g/I Tack-free Time 1 hr @ 77°F Flash Point 45°F Corrosiviry None ASTM D41 Complies LIMITED WARRANTY Carlisle Coatings 8 Waterproofing, Incorporated (Cariisle) warrants this product to be free of defects in worlcmanship and materials only at the time of shipment from our factory. If any Cariisle materials prove to contain manufacturing defects that substantially effect their performance, Carlis�e will, at its option, replace the materials or refund its purchase price. This limited wamaniy is the only warranty extended by Carlisle with respect to its materials. There are no other warranties, including the implied warranties of inerchantability and fitness for a particular purpose. Carlisle specifically disdaims liability for any incidental, consequential, or other damages, including but not limited to, loss of profits or damages to a structure or its contents, arising under any theory of law whatscever. The dollar value of Carlisle's liability and buyer's remedy under this limited warranty shall not exceed the purchase pnce of the Carlisle material in question. � _ � • 900 Hensley La�e • WylieTX 75098 800-527-7092 •www.carlisle-ccw.com coadn9sawa�erproonns Carlisk is a cndemark of Carllsle. � 2008 Carllsle. 600247 CCVK550 07I09 r f CCW-550 .� cw�:�y: a ww«o.00r� MATERIAL SAFETY DATA SHEET ManufacturerlSuppl ier Carlisle Coatings 8� Waterproofing Incorporated 900 Hensley Lane Wylie, TX 75098 Internet Address: http://www.ccwcompanies.com/ Fax Number: (972) 442-0076 Date Prepared: 1-24-11 Supersedes MSDS: 9-3-09 Page 1 of 3 Phone Numbers Medical Emergency: CHEMTREC (USA): (800) 424- 9300 CHEMTREC (International): MSDS Assistance: (972) 442-6545 Fax On Demand: NA Technical Assistance: (88$) 229-2199 Customer Service: (888) 229- 0199 Section I - Product Identification Product Name/Number: CCW-550 Bituminous Primer Description: Black, Solvent Based Asphalt Primer/Coating Section 2— Composition/lnformation on Ingredients Chemical Family: Petroleum Mixture CAS Number: Mixture Unassigned COMPONENT CAS # % OSHA - PEL ACGIH-TLV OTHER Petroleum Asphalt 8052-42-4 40 — 90 * N/E 5 mg/m3, 8-hr.TWA Niosh (asphalt fumes) 5 mg/m3 Medium Atiphatic 8052-41-3 10 — 60 400 ppm, 8hr TWA 100 ppm, 8hr TWA NIOSH, Petroleum Distillate (petro distillates) (Stoddard solv.) 350mg/m3 Mineral Spirits lOhr TWA * OSHA has not established a specific PEL for asphalt fumes. They are considered "particulate not otherwise regulated" with a PEL of 5 mg/m3 for the respirable dust & fraction & 15 mg/m3 for total dust fraction. Listed in NTP, IARC or OSHA 1910 (z }: NO HMIS: 2-2-O-H Section 3 — Hazard Identification Primary routes of entry: Inhalation, skin contact, eye contact Ef�'ects of overexposute Mild depression, convulsions and loss of (acute and chronic) consciousness. Skin contact causes burning, Exposure limits: Imtancy of product Sensitization of product: Carcinogen: Teratogen: Reproductive toxicity: Mutagen: Synergistic products: Initation, defatting and dermatitis. Petroleum distillates (Stoddard Solvent): TLV 100 PPM PEL 100 PPM Oxidized Asphalt Fumes: 5 MG/M3 Eye imtation, Draize test: Moderate Not available No No No No Not applicable MSDS #790 MPlSD CCW-550 Page 2 of 3 Section 4- First Aid Measures Skin contact: Remove and launder contaminated clothing before reuse. Discard shoes if severely contaminated. Wash skin with soap and water. Eyes: F1ush with water for 15 minutes lifting upper and lower lids. Contact physician. Inhalation: Remove to fresh air, give oxygen if breathing is difficult. Contact physician. Ingestion: Do not induce vomiting, give white mineral oil Contact physician. Do not attempt to give anything by mouth to an unconscious person. Section 5 — Firefighting Auto ignition : >4l0 F (>210 C) Flash point ; 105F (41 C), PMCC Lower Explosive p,g% Upper Explosive Limit : 6.0% Extinguishing Media: Foam, dry chemical, water fog. CO2 Sensitive to impact No Sensitive to static discliarge Not available Hazardous combustion products: O�cides of carbon Fire fighting procedures: Use self contained breathing appazatus. Fire and explosion hazard: Section 6 — Spill Leak and spill procedures: Remove all sources of ignition. Cool exposed drums with water spray. Vapors are heavier than air and may flow to distant ignition sources. or Accidental Release Procedures Remove all sources of ignition, provide adequate ventilation, absorb with vermiculite or other absorbent. Waste disposal method: Refer to local, state and federal EPA regulations. Cercia reportable quantity: Not listed RCRA hazardous waste nun�.: None (40 CFR 261.33) Section 7 — Handling & Storage Storage requirements: Store in cool, well ventilated area away from All sources of ignition, Handling procedures: Prevent prolonged/repeated skin contact and avoid breathing vapors. Section 8— Exposure Controls/Personal Protection Information Respiratory protection: Use air purifying respirator with organic vapor cartridge>TLV if limits are exceeded. Protective gloves: Buna-N-Rubber Eye protection: Safety glasses goggles Ventila[ion: Exhaust is recommended. Maintain adequate air transfer velocity to remove vapors. Clothing requirements: Standard industrial hygiene should be practiced. Section 9— Physical 8� Chemical Properties Physical Form: Liquid Appearance and Odor: Black-brown with petro(eum odor PH� Not available Boiling point: F (C): >350 (>177) Freezing point;F (C): Not Determined Vapor pressure (mm Hg at 20 C) Not determined, 29 for mineral spirits Vapor Density (AtR=1): 4.9 for mineral spirits Solubility in water: insoluable Speciftc gravity (water=l): .0.87 — 0.96 for product Evaporation rate (ether = 1): Not Deternuned/ MSDS #790 MP/SD CCW-550 Page 3 of 3 Volatile organic compounds: <380 g/liter. Section 10 — Stability & Reactivity Data Chemical stability: Yes Materials to avoid: Strong oxidizing agents Hazardous decomposition products: Oxides of carbon, nitrogen and sulfur Hazardous polymerization: Will not occur Section 11 - Toxicology Information Petroleum Distiilates: LD50, Ora1-Rat,>SGM/KG LC50, 4 Hour-Rat,>5500 MG/M3 Asphalt: LD50, Not available LC50, Not available Section 12 — Ecological Information Ecotoxicity — This mixture contains components that are potentially toxic to freshwater and saltwater ecosystems. Environmental Fate: This material may be harmful to aquatic organisms and may cause long term adverse effects in Lhe aquatic environment. Section 13 — Disposal Considerations Hazard characteristic and regulatory waste classification can change with product use. Accordingly, it is the responsibility of the user to determine the proper handling and disposition for disposal according to local, state and federal regutations. (40 CFR 260 through 271) Section 14 — Transport Information (49 CFR 172.101) For Industrial / Professional Use Only — Keep out of reach of Children U. S. and Canada ground freight...combustible liquid, N.O.S. (Stoddard solvent), NA 1993, PGIlI, No label required. NFMC#50315 Airfreight and International ocean...petroleum distillates, N.O.S. (Stoddard solvent) 3, IJN 1268, PGIII, Flammable 3 label required. IMDG 3375 Section 15 — Regulatory Information TSCA: All components are on the TSCA inventory. Sara Title IIi, Section 313. Is this product contains (or is) a toxic chemical for routine annual toxic chemical release reporting under Section 313: No. Sara Title III, Sections 31 1 and 312. This product contains a chemical substance (s) that is considered, under applicable definitions, to meet the following categories: a fire hazard. Section 16 — Other Information Creation date: 1-24-11 Supercedes: 9-3-09 Reason for revision Format Update Addition al Information The information and recommendations contained herein are based upon data believed to be correct. However, no guarantee or warranty of any kind expressed or implied is made with respect to the information contained herein. MSDS #790 MP/SD ■ � , . - - Coatings & Waterproofing DESCRIPTION CCW-REINFORCING FABRIC is a 1.18 ozlsquare yard spunbonded polyester fabric used as the reinforcing layer in the CCW-500R Hot Applied Liquid Membrane System. APPLICATION Apply the CCW-REINFORCING FABRIC while the first layer of CCW-500 is warm and tacky. The reinforcing fabric shall be applied without wrinkles and broomed to maximize adhesion to the first layer. Edges shall be overiapped a maximum of .5 inches. The reinforcing fabric shall be dry and free of dust prior to applying the second layer of CCW-500. PACKAGING CCW-REINFORCING FABRIC is: 59" X 610' (3,000 sf/roll ) 24 Ib/roll; 15 rolls/pallet 36" X 667' (2,000 sf/roll)16 fb/roll; 15 rolis/pallet STORAGE Store away from open flame, sparlcs, and welding. Protect from rain, dust, direct sunlight and harmful environmental conditions. _ ' �#��"'�� `' `' ��in�►�rci�� Fa��e TECHNICAL DATA PROPERTY RESULTS Weight 1.18 oz/ydz Thickness 9 miis Grab Tensile MD 29 Ibs Grab Tensile XD 24 Ibs Trapezoidai Tear MD 11 Ibs Trapezoidai Tear XD 12 Ibs Mullen Burst 36 psi LIMITED WARRANTY Carlisle Coatings & Waterproofing, Incorporated (Cariisle) warrants this product to be free of defects in worlcmanship and materials oniy at the time of shipment from our factory. If any Cariisle materials prove to contain manufacturing defects that substantially effect their performance, Carlisle wili, at its op6on, replace the materials or refund its purchase price. This limited warranty is the only warranty extended by Carlisle with respect to its materials. There are no other warranties, including the impiied warranties of inerchantability and fitness for a particular purpose. Carlisle specifically disclaims liability for any inadental, consequential, or other damages, inctuding but not limited to, loss of profds or damages to a structure or its contents, arising under any theory of law whatscever. The dollar value of Carlisle's liabiliry and buyer's remedy under this limited warranty shall not exceed the purchase price of the Carlisle material in question. 900 Hensley Lane • WylieTX 75098 '�• 800-527-7092 •www.carlisle-ccw.com Coanngsswaterprooeng Grlisle is a vademark o/ Grlisle.e iW8 Grlisle. 600553 CCW-Reinforcing Fabric 06/09 � � • � � Coatings & Waterproofing DESCRIPTION Carlisie Coating 8� Waterproofing's Root-Barrier is a high strength, speaally formulated membrane designed for the CCW Green Roof and CCW-500R Waterproofing Systems. it does not contain plasticizers that can migrate to the surtace and attadc some asphait- based materials. Root-Barrier is a 16-mil (0.41 mm) thickness membrane made from a layer of tightly-woven HDPE scrim with a continuous two-mil (.05 mm) polymeric coating on both sides. TYPICAL USE Root-Barrier is used in planter, CCW-500R System and Green Roof appiications to prevent root migration into the waterproofing system. Root-Barrier is installed directly over CCW Protection Board. Loose-lay Root-BarrierdirecUy overthe completed waterproofing assembly. Overiap material at laps four feet minimum to prevent roots from penetrating to the membrane level. Secure laps in place with Carlisle SecurTAPE"' double-sided adhesive tape. Tum Root-Barrier up vertical edges and flashings in all areas to be covered by soil to totaily protect the waterproofing system. PACKAGING Root-Barrier is supplied in standard rolls of 12' widths by 90' lengths. STORAGE Store so as to prevent damage to the roll. Protect from extreme environmental condi6ons. Store away from open flames or welding areas. LIMITED WARRANTY Carlisle Coatings & Waterproofing Incorporated (Carlisle) warrants this product to be free of defects in workmanship and materials only at the time of shipment from our factory. If any Carlisle materials prove to contain manufacturing defects that substantially effect their performance, Cariisle will, at its option, replace the materials or retund its purchase price. This limited warranty is the only warranty extended by Carlisle with respect to its materiais. There are no other warranties, inGuding the implied warranties of inerchantability and fitness for a particular purpose. Cariisle specifically disclaims liability for any incidental, consequential, or other damages, induding ��"� , *� , ; �� but not limited to, loss of profits or damages to a structure or its contents, arising under any theory of law whatsoever. The dollar value of Carlisle's liability and buyer's remedy under this limited warranty shall not exceed the purchase price of the Cariisle material in question. TECHNICAL DATA PROPERTY METHOD RESU�TS Solids Content ASTM D5199 16 mils (0.41 mm) Weave Woven black HDPE scrim Coating 2.0 mil average each side (47 glmz each side) Weight 7.3 oz/ydz (245 g/mz) -5% Grab Tensile ASTM D5034 Warp: 240 Ib (1068 N) Weft: 2601b (1157 N) Wide Tensile ASTM D4885 Warp: 135 Ib (600 N) Weft: 135 ib (600 N) Tongue Tear ASTM D2261 Warp: 65 Ib (289 N) Weft: 65 Ib (289 N) Mullen Burst ASTM D3786 485 psi (3347 kPa) Permeability ASTM D4491 <10-' cm/sec (detection limit of equipment Puncture SVength ASTM D4833 133 Ib (454 N) Accelerated UV ASTM G154 >90% strength Weathering retention after 2000 hrs exposure @ 0.77 W/rr�/nm, or 1200 hrs exposure @ 1.35 W/ m2/nm Soli Burial ASTM D3083 100% strength retention 900 Hensley Lane • Wylie TX 75098 �� . 800-527-7092 •www.carlisle-ccwcom coaan�awa�erp�ooeny Carlisle and SecurTAPE are crademarks of Carlisle.0 2008 Carlisle.601289 CC�KRooc-Barrier 04/I 1 CCS � � ■ � � Coatings & Waterproofing DESCRIPTION CCW 300HV is a 16 ounce per square yard, needle-punched polypropylene fabric. It is non-biodegradable and resistant to mildew, insects and common soii chemicais for long lasting performance. TYPICAL USE CCW 300HV is used exclusively as a component of the CCW Green Roof system. It is installed between the Root- Barrier and the CCW MiraDRAIN drainage composite, where it adds water-retaining volume to the system. During system installation, CCW 300HV may be held in place with 3" wide Carlisle SecurTAPETM' or construction adhesives. PACKAGING CCW 300HV is supplied in 2 roll configurations: 40 inches (1 m) wide by 200 feet (60 m) long 150 inches (3.8 m) wide by 200 feet (60 m) long STORAGE Store so as to prevent damage to the roll. Keep dry prior to instaliation to avoid excessive weight gain. Avoid prolonged exposure to direct sunlight. Store away from open fiames or welding areas. �i �� LIMITED WARRANTY Carlisle Coatings & Waterproofing Incorporated (Cariisle) warrants this product to be free of defects in workmanship and materials only at the time of shipment from our factory. If any CaNisle materials prove to contain manufacturing defects that substantially affect their performance, Carlisle wiil, at its option, replace the materials or refund its purchase price. This limited warranty is the only warranty extended by Carlisle with respect to its materials. There are no other warranties, including the implied warranties of merchantability and fitness for a particular purpose. Carlisle specifically disclaims liability for any incidental, consequential, or other damages, including but not limited to, loss of profits or damages to a structure or its contents, arising under any theory of law whatsoever. The dollar value of Carlisle's liability and buyer's remedy under this limited warranty shall not exceed the purchase price of the Carlisle material in question. 900 Hensley Lane • WylieTX 75098 800-527-7092 •www.carlisle-ccw.com Coanngs6wa�erproonng Carilsle and SecurTAPE are vademarks of Grii:le. � 2008 Carlisle. 601190 CCW-300HV 04/06 HJE Cariisle Coatings & Waterproofing Incorporated � 900 Hensley Lane, Wylie, TX 75098 � • � Ph.: 972-442f 545. 800-527-7092 Fax 972-442-0076 www.ccwcompanies.com Coatings & WeterproOflng January 4, 2010 RE: Material Safety Data Sheet To Whom It May Concern: This letter is for your file to insure compliance with O.S.H.A. regulations and standard coverings CCW MiraDRAIN and CCW MiraDRAIN HC (1" High Capacity) composite sheet drain, CCW 711-90, CCW 200V/300HV, CCW Protection Board, CCW MiraSTOP, CCW MiraPLY, PRM Roofing Fabric, CCW-500 Reinforcement Fabric and your request for Material Safety Data Sheets. CCW MiraDRAIN and CCW MiraDRAIN HC (1" High Capacity) composite sheet drain, CCW 711-90, CCW 200V/300HV, CCW Protection Board, CCW MiraSTOP, CCW MiraPLY, PRM Roofing Fabric, CCW-500 Reinforcement Fabric are articles as defined by the Federal Hazard Communication Standard, CFR 1910.1299 therefore; no Material Safety Data Sheet is required for these products. Sincerely, �i��-�-�- David Leslie Technical Services Manager Carlisle Coating & Waterproofing, Inc. e�'��"-1�1 �HARDCA�S�T, �� 2U��. � u .� Carlisie Coatings & Waterproofing Incorporated „ � 90o He�sley Lane, Wylie, TX 7509s � ■ � Ph.:972-442-6545,800-527-7092 Fax:972-442-0076 www.ccwcompanies.com Goatings 8� YVaterproofing February 24, 2009 RE: Material Safety Data Sheet To Whom It May Concern: This letter is for your iile to insure compliance with O.S.H.A. regulations and standard coverings CCW MiraDRAIN and CCW MiraDRAIN HC (1" High Capacity) composite sheet drain, CCW 711-90, CCW 200V/300HV Protection Course, PRM Roofing Fabric, CCW-500 Reinforcement Fabric and your request for Material Safety Data Sheets. CCW MiraDRAIN, CCW MiraDRAIN HC (1" High Capacity) composite sheet drain, CCW 711-90, CCW 200V/300HV Protection Course, PRM Rooiing Fabric, CCW-500 Reinforcement Fabric are articles as defined by the Federal Hazard Communication Standard, CFR 1910.1299 therefore; no Material Safety Data Sheet is being required for these products. Sincerely, �i��-�- David Leslie Technical Services Manager Carlisle Coating & Waterproofing, Inc. e'�'-' �ARDCA�S_T, Y�� A� eUr�Ope�. � u �� MANUFACTURER'S GUIDE SPECIFICATIONS Section 075563 Reinforced Hot-Applied Green Grid Roofing System � , . - - Coatings & Waterproofing 900 Hensley Lane • WylieTX 75098 • 800-527-7092 • www.carlisle-ttw.com Grllsle. Grcen Grid.SureSeal and Liqulsnl arc vademarks of Cartlsle.� 1008 Carilsie.603326 CCNFRderforced Hot-Applied Green Gr1d Roo(ing Syscem 06/09 SECTION 075563 REINFORCED, HOT-APPLIED GREENGRID� ROOFING SYSTEM PART 1 - GENERAL 1.1 SECTION INCLUDES: Carlisle's GreenGrid� vegetative roofing system allows flat and low slope roofing systems to support a sedum vegetative layer. The preloaded trays are used to reduce heat islands, retain rain water, ad increase the aesthetic value of the roof. The roof allows pedestrian traffic. The roof is designed over a Carlisle hot-applied membrane waterproofing. The system may be installed on surfaces as indicated on drawings, consisting of preparation of existing, and repaired concrete surfaces. 1.2 RELATED SECTIONS A. Section 03150 - Expansion Joints. B. Section 03300 - Cast-In-Place Concrete. C. Section 07900 - Cau�king and Sealants. D. Division 15 - Floor Drains and Standpipes. E. Division 16 - Conduit and other Electrical. 1.3 REFERENCES A. CGSB-37.50-M89 Canadian Specification for Hot-Applied, Rubberi2ed Asphalt fo� Roofing and Wate�proofing. B. ASTM applicable standards and test methods. 1.4 SYSTEM DESCRIPTION A vegetative roofing system applied over a 215 mil thick, reinforced, hot-applied rubberized asphalt membrane system, consisting of two layers of rubberized asphalt membrane reinforced with polyester fabric. 1.5 SUBMITTALS A. General: Submit in accordance with Section 01300. B. Product Data: Submit manufacturer's product literature and installation instructions. C. Subcontractor � s approval by Manufacturer: Submit document stating manufacturer's acceptance of subcontractor as an Approved Applicator for the specified materials. D. Warranty: Submit a sample warranty identifying the terms and conditions stated in Section 1.7. 1.6 QUALITY ASSURANCE A. Applicator Qualifications: Applicator shall be experienced in applying the same or similar materials and shall be specifically approved in writing by the membrane manufacturer. 075563-1 B. Regulatory Requirements: Comply with applicable codes, regulations, ordinances, and laws regarding use and application of products that contain volatile organic compounds (VOC). C. Pre-Application Conference: Prior to beginning work, convene a conference to review conditions, installation procedures, schedules and coordination with other work. The purpose of this meeting is to discuss the necessity of ensuring proper membrane protection during all phases of installation and to review other applicable requirements or unusual field conditions. 1.7 WARRANTY A. Provide a written, single source warranty for all system components agreeing that during the warranty period to promptly make repairs or replacement of defective materials of the roofing/waterproofing system without additional cost to the owner. B. The formation or presence of mold or fungi in a building is dependent upon a broad range of factors including, but not limited to, the presence of spores and nutrient sources, moisture, temperatures, climatic conditions, relative humidity, and heating/ventilating systems and their maintenance and operating capabilities. These factors are beyond the control of Carlisle and Carlisle shall not be responsible for any claims, repairs, restoration or damages relating to the presence of any ir�itants, contaminants, vapors, fumes, molds, fungi, bacteria, spores, mycotoxins, or the like in any building or in the air, land, or water serving the building. 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to project site in original, factory-sealed, unopened containers bearing manufacturer's name and labe� intact and legible with following information. 1. Name of material. 2. Manufacturer's stock number and date of manufacture. 3. Material safety data sheet. B. Store flashing, mastic and primer in a protected area out of direct sunlight. Protect from rain and physical damage. C. Off load GreenGrid� trays with in 24 hours of delivery to assure proper breathing of vegetation. 1.9 PROJECT CONDITIONS A. Do not apply membrane if temperature is less than 0 degrees F or to a damp, frosty, snow covered or contaminated surface. B. Coordinate waterproofing work with other trades. The applicator shall have sole right of access to the specified areas for the time needed to complete the application. Coordination between various trades is essential to avoid unnecessary tra�c over sections of the waterproofing system and to prevent damage to the membrane. Heavily traveled areas must be protected by placing temporary protection courses to prevent damage to the membrane. 075563-2 C. Protect adjoining surfaces not to be waterproofed against damage or soiling. Protect plants, vegetation and animals which might be affected by waterproofing operations. D. Warn personnel against breathing of vapors and contact of material with skin or eyes. Wear applicable protective clothing and respiratory protection gear. E. Keep flammable products away from spark or flame. Do not allow the use of spark producing equipment during application until all vapors have dissipated. Post "NO SMOKING" signs. F. Maintain work area in a neat and orderly condition, removing empty containers, rags, and rubbish daily from the site. G. Unless otherwise accepted by Carlisle, GreenGrid� modules shall be installed between Aprit 151 and October 15"'. For specific plants, installation must be after the last frost day in the spring or before the first frost day in the fall. PART 2 — PRODUCTS 2.1 MANUFACTURERS Provide products manufactured and supplied by Carlisle Coatings and Waterproofing Incorporated, 900 Hensley Lane, Wylie Texas 75098, phone (800) 338-8701, fax (972) 442-0076. 2.2 PRODUCTS A. Hot applied liquid membrane: Shall be CCW-500 Hot Applied Membrane, rubberized asphalt compound, and shall meet or exceed the requi�ements of CGSB-37.50-M89. B. Reinforcing fabric: Shall be CCW-500 Reinforcing Fabric which is a 1.35 oz/square yard spunbonded polyester fabric. C. Overburden is to be Carlisle's GreenGrid trays used to contain soil and vegetation. 2.3 ACCESSORY PRODUCTS A. Flashings: Shall be CCW-711-90 90 Mil Sheet Membrane and Flashing or CCW 60 mil uncured neoprene for non-exposed areas and Sure-Seal T"' EPDM Flashing for exposed areas. B. Surface Primer: Shall be CCW-550 Primer C. Mastic: Shall be CCW-704 Mastic. D. Sealants: Shall be CCW-703 Vertical Grade LIQUISEALT"' Membrane or CCW-201 two- component Polyurethane Sealant. E. Backer Rod: Shall be closed-cell polyethylene foam rod. F. Expansion Joints: Shall be the EJ-500 G. Protection Course: Shall be CCW Protection Board-HS H. Drainage Composite: Shall be CCW MiraDRAIN 9200 I. Pavers: Where requi�ed, shall be as recommended and supplied by the membrane manufacturer. K. Perimeter Drainage System: When required, shall be Carlisle' Ballasted Termination Bar with an 18" gravel bed adjacent to the termination. L. Exposed areas: Shall be covered with CCW Protection Cap 250. 075563-3 2.4 CARLISLE GreenGridO PRODUCT SPECIFICATIONS GreenGrid modules are black in color, made from recycled material and contain a drainage/root barrier laysr already placed in the module. Modules are pre-planted with growth media and plant species of the color and type desired by the building owner. Physical properties are as follows. Element Description Module Size 2' x 4', 2' x 2', 2' x 2' �, 40" x 40" 8' onl available in 2' x 4' Depth of Modules 4" (Nominal); 8" (special order) Weight of Planted Modules (fully 4 in. depth - Approx. 15 Ib. per sq. ft. saturated weights) 8 in. depth (special order) - Approx. 28 Ib. per sq. ft. HDPE (60% of material derived from recycled post industrial HDPE} Module Material • 4" modules - formed of 150 mil HDPE • 8" modules (special order) - formed of 175 mil HDPE Module Clearance above Roofing Surface 0.5" Color of Modules Black Draina e/Root Resistance Layer 3 oz. Spunbonded Pol propylene Geotextile Growth Media Proprietary rooftop blend consisting of organic and inor anic components. Required underlayment for modules Carlis2e CCW 200V Protection Fabric (12 oz/yd polypropylene fabric) Black polystyrene tubing. Typically not Drip Irrigation System required for extensive system (4"). Usually required for intensive system (8") but dependent on the selected plant species. Perennial, grass, or shrub species specifically Plants selected for climate, hardiness zone, color, and size. Edge Treatment Wood, recycled composite wood, aluminum, pavers or other specialt materials 2.5 Irrigation System (optional) A. Tubular soaker hoses attached to an interior water system is commonly installed to offset drought periods. These systems are not required nor cover by Carlisle warranties B Tubular drip hoses attached to an interior water system is commonly installed to offset drought periods. These systems are not required nor cover by Carlisle warranties 2.6 Pavers and Walk Ways A. Walk ways can be constructed by installing (river rolled) round ballast over the MiraDRAIN GR 9200 between GreenGrid� trays. 075563-4 C. Apply a thin film of CCW-550 primer 16" wide, centered over sealed cracks and joints. Apply 60-90 mils of CCW-500 membrane to cover primed areas. Instali a 12" wide strip of CCW-711-90 centered overjoints and cracks greater than 1/16" in width. D. Preferred Flashinq Method (,500-4B): Apply CCW-550 primer at the juncture of all horizontal surfaces and vertical surfaces to the height indicated on the drawings (8" min. recommended), such as parapet walls, curbs, columns and all penetrations through the deck at a rate of 400-600 sq. ft. per gallon. Avoid puddles. Allow primer to dry for 1 hour minimum, 8 ho�rs maximum. Membrane will not oroperlv adhere to wet rp imer. Apply 60-90 mils of CCW-500 membrane to cover primed areas. Install CCW- 711-90 mil sheet membrane or uncured neoprene flashing into this first course of CCW- 500 to cover the vertical section and extend 6-inches onto deck surface. Flashing installation may be done during crack and joint treatment or during installation of the first layer of CCW-500 membrane. Completely cover all flashing material during installation of the subsequent layers of CCW-500 membrane. E If drop off style edges are present install 18" strip of CCW-711-90 membrane from 16" on the deck to at least 2" under the drip edge. Install a Carlisle Sure Seal Ballasted Termination bar. F. Install Sure-Seal EPDM flashings in exposed areas per Carlisle recommendations {500-4A). Always clean and prime EPDM with EP-95 Splice Cement per Carlisle splice procedure prior to application of CCW-500 membrane. G. Apply a thin film of CCW-550 Primer in a 4 foot square area around drains. Allow primer to dry, 1 hour minimum, 8 hours maximum. Apply 60-90 mils of CCW-500 membrane to cover primed areas. Install a 3 foot square section of CCW-711-90 or uncured neoprene flashing over the drain and onto the deck. No splices or seams are altowed within 3" of the drain flange. Terminate the flashing under the clamping ring of the drain and cut away the inner portion of the flashing. Use firm pressure to press the flashing against the CCW-500 surface and ensure good adhesion. Do not interfere with weep holes. 3.3 APPLICATION A. Apply CCW-550 primer to all surfaces and at the juncture of all horizontal surfaces and vertical surfaces, to the height indicated on the drawings (8" min. recommended), such as parapet walls, curbs, columns and all penetrations through the deck, to receive CCW-500 Waterproofing Membrane, including over flashings, at a rate of 400-600 sq. ft. per gallon. Avoid puddles. Allow primer to dry for 1 hour minimum, 8 hours maximUm. Membrane will not properlv adhere to wet primer. B. Heat CCW-500 Membrane blocks in a twin wall kettle with continuous agitation and apply at temperatures between 375° to 395°. (Caut+on: Do not exceed maximum safe operating temperature of 400°F.). C. Apply heated CCW-500 Hot Applied Membrane to primed area and any pre-installed flashings at a rate of 18 sq. ft. per gallon or as required to obtain an average thickness of 90 mils. D. Apply CCW-500 Reinforcing Fabric and any required flashings while membrane is still warm and tacky. Cut and trim off any wrinkles or overlap sections of the reinforcing fabric or hot the fabric splices together with CCW-500. E. Apply a second coat of CCW-500 Hot Applied Membrane at a rate of 13 sq. ft. per gallon or as required to obtain an average thickness of 125 mils. Total thickness of the CCW-500-R System shall be 215 mils. F. Apply CCW Protection Board HS into the last course of CCW-500. 075563-7 G. Place a layer of MiraDRA1N GR-9200 over the Protection Board HS. The instailation is fabric side up. H. Install the Carlisle GreenGrid� trays tightly butting each tray to other trays. I. Install ballast for 18" back from Ballast Termination Bars and fill opening around drains with gravel. J. Exposed areas shall be covered with CCW-Protection Cap 250 and would be placed in the last course of CCW-500 3.4 INTEGRITY TESTING A. Test is required for all expanded warranties beyond the standard material warranty of horizontal applications. B. The test can be done with Electronic Vector Mapping or flood testing. Flood testing requires 2" minimum head of water for a period of 24 hours. 3.5 PROTECTION COURSE A. Install CCW Protection Board "HS" immediately after membrane has cured. B. Install CCW MiraDRAIN 9200 over CCW Protection Board immediately after flood testing on horizontal surfaces. If flood testing is delayed, install a temporary covering to protect the CCW-500 membrane from damage by other trades. C. Install GreenGrid� trays over CCW MiraDRAIN 9200 tightly butting each tray to other trays. 1. Unless otherwise accepted by Carlisle, GreenGrid modules shall be installed between April 1St and October 15�', but not when the temperature is below 50°F. 2. Remove all debris from the Drainage board. 3. Place modules over the slip sheet in the desired locations as indicated on the shop drawings. Note: Care must be exercised when placing modules to avoid damaging the slip sheet or underlying membrane. Do not drag modules into position. Modules must be lifted and gently positioned. 4. After installing modules in designated locations, all modules shall be sufficiently watered with a fine spray to ensure growth. Water must be free of contaminants or substances harmful to plant growth. Hoses or other methods of transporting water to the roof shall be furnished by the applicator. 5. Do not install modules over saturated roof surfaces or under freezing conditions without prior approval from Carlisle. 6. For connecting trays together, drill a hole through the middle of the outer lip at the top of the tray continuing through the inner wall of tray. Using a 150 pound black "zip tie", put the tie through the hole and cinch up tight. The hole/zip tie shall be at 2 foot centers: i. 2' x 2' trays - 4 ties per tray ii. 2' x 4' trays - 6 ties per tray iii. 40" x 40" trays - 8 ties per tray 075563-8 D. Install varies other overburdens over CCW MiraDRAIN 9000. Examples concrete castings, pavers, gravel paths, etc. 3.60 MAINTENANCE Maintenance is the responsibility of the building owner. There are maintenance services that can be arranged for by Carlisle that will follow the recommendations listed below. The owner may choose to use an outside firm or their own staff. In either case, the requirements outlined below must be followed: A. General Maintenance After installation, keep traffic over the modules to a minimum. If a high traffic area develops that was not planned for, replace trays in this area with pavers to offer a sturdy walking surface. 2. Check drains at each visit for debris, root and plant intrusion to assure there are no obstructions to water flow to the drain. 3. Maintenance recommendations for a 14-day period after completion of module installation Utilize nursery-recommended maintenance procedures' depending on plant type. a. Each Module should be watered for 30 to 60 seconds 2 to 3 times a week after initial installation to establish a good root system. b. Care should be used in watering and weeding to avoid washing growing media out of the modules or the removal of significant amounts of inedia during weeding activities. If care is not taken, supplemental growing media may need to be added to fill in all areas that have been washed out or disturbed during weeding activities. This procedure shall also be followed during long-term maintenance activities. B. Long-Term Maintenance - Extensive (4" deep) modules: In the first year, typically, 1 to 2 maintenance events is su�cient. 2. In the second year, typically 1 maintenance event per month will suffice. 3. In the third ysar and thereafter, typically 1 maintenance event in the spring will be necessary. 4. Clear out dead material in early spring. 5. Maintain modules by: a. Watering during extended drought periods 075563-9 a. Spot weeding — do not use herbicides b. If necessary, replacing dead or bare areas until a full, uniform stand of plants is achieved. C. Long-Term Maintenance - Intensive (8") Modules (with or without an Irrigation System): 1. An intensive green roof requires essentially the same care as a garden on the ground due to the demands of ornamental plants. Typically 2 to 4 maintenance events per month will suffice for an intensive garden with no supplemental irrigation. Maintain modules by: a. Watering during drought periods b. Spot weeding c. Replacing dead plants or bare areas until a full, uniform stand of plants is achieved. d. In early spring of each year, cutting back of applicable vegetation to ensure proper growth shall be completed in accordance with the nursery recommendations for the specific types of plants utilized. 2. Maintenance for Irrigation System a. In areas with freezing climates, the irrigation system shall be winterized by removing the end caps on the manifolds to allow the system to drain. Spring activities include flushing the system before reinstalling the end caps. b. Pressure test the system with normal operating pressures after initial installation and after each winter to ensure no leaks are present. c. Watering intervals shall be set depending on plant types based on the nursery recommendations and adjusted as needed to promote healthy growth. d. The irrigation ring emitters connected to the manifolds should be checked periodically to make sure they are connected and dispensing water evenly to all modules within the system. Note: All fluid applied product application rates are based on theoretical coverage relative to the percentage of solids in the material. These are minimum application rates to achieve the required dry film thickness for the system and do not account for substrate condition or porosity. A thicker application of the product may be necessary to achieve the �equired dry film thickness for system relative to the substrate. End of Section 075563-10 .��**********��****r**************************�************««***��*.*********�*******��*�* TOWN OF VAIL, COLORADO Statement r*********�****�**�*�**************�**�**�*�*��*****�*********�*******r***��**************** Statement Number: R110001168 Amount: $254.31 09/08/201107:28 PM Payment Method: Check Init: LC Notation: #146 / ITSAHANSEN LLC ----------------------------------------------------------------------------- Permit No: B11-0323 Type: COMBINATION BLDG PERMIT Parcel No: 2101-053-0101-8 Site Address: 1067 RIVA GLEN VAIL • Location: HOA TRASH CONTAIN NEAR ENTRANCE Total Fees: $940.56 This Payment: $254.31 Total ALL Pmts: $254.31 Balance: $686.25 **�*********�******rs**************�*********��****r**********************r**************r*� ACCOUNT ITEM LIST: Account Code -------------------- PF 00100003112300 Description Current Pmts ------------------------------ ------------ PL�1N CHECK FEES 254.31 ----------------------------------------------------------------------------- J f �,. TaWN OF VAI�.��+� Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: � �jSl( —�`( �� Project #: �!t%��1,-�l✓� 5P1ZQD��E-C�dL l�D (Number) (Street) (Suite #) I DRB #: j�� ( O � �� Building/Complex Name: Building Permit #: 1� 4`�� 7i3 Contractor Information Business Name: � T�,�aA/,S�.0 �,(1�-A�� 3 Business Address: �$57 ,��ff//�(/ C!2 �'� City �,��` State: Cr✓ Zip: ! � Contact Name: /�(,dZT i�/t%�/'V Contact Phone: �71J- �/ //OU Contact E-Mail: t L 1 L. � X O r/Ow r's Representative Signature (Required) Applicant Information Applicant Name: N�idTT�,GNSE�U Applicant Phone: g �U'�%//OD Lot #: Block # Subdivision: Work Class: New ( x) Addition ( ) Alteration ( ) Type of Building: Single-Family ( ) Duplex ( ) Multi-Family ( ) Commercial ( ) Other ( � )T/Zdsil�L� �C2� Work Type: =lectrical ( Nechanical ( 'lumbing ( 3uilding ( Interior ( ) Exterior (�C ) Both ( ) Valuation of Work Included Plans Included Wor1c )Yes ( )No ( )Yes ( �No ( )Yes ( )No ( )Yes ( )No ( )Yes ( )No �/�Q_ )Yes ( )No �_ )Yes ( )No /v q )Yes ( )No Z�/� Applicant E-Mail: [-f-��L�lt�/L,CJM Value of all work being performed: $ z�l �DU (value based on IBC Section 109.3 8 IRC Section 108.3� Project Information Electrical Square Footage /I/ !� owner Name: � �2,EtDn[,� �6�� ES�ArES A� �i�NAu ..��-. Parcel #: 2! C) I' O S�` n �"(� l� (For Parcel #, contact Eagle County Assessors Office at (970-328-8640 or visit www.eaglecounty. us/patie) �- -• ��• . � • . • • • � �t � .1 / � �� ,� � • _ ► • . ! , / 1 � . L! 11 C_- ..�1 ! i , , _� e u ' �r i '. + �I �� • , L . . . �r� . � i ' • � A� ' a ' • �r � � a � .r� _ - O ' � �� .''� ..� . For Office Use Only: C Date Fee Paid: 2 1`� � � � Received From: �t�-C a-�'`o'�^ LLc- Cash Check # CC: Visa / MC Last 4 CC # exp date: Auth # � c��o�� SEP 0 6 1011 � TOWN OF VAIL O1-Jan-11 11-28-2011 Inspection Request Re orting Pag� �3 4:24 pm Vail, CO - Ciiv O� Requested tnspect Date: Tuesday' November 29, 2019 +.�� Site Address: 1067 R(VA GLEN VA1L �j HOA TRASH CONTAIN NEAR ENTRANCE :�'P,+'T� tr�fiorsnation ;., ..�2� Type: COMBO Sub �y pe: r.SFR SEatus: ;SS�1�� .. � �y � ^� � Gccup�ancy : Use: U ?nsp;�rea: ,a-�' �?rc".^i�= �R�EK ESTr'�. ES 1�1AINTEN�INCE �SJ'.`�..`::in ��'JI�i �_^��,-�r !-S;,HHNSEN. LLC �hone: 97�Q1-110a ��sc�:Yt?: � COMMON AREA: NE'�N TRASh ENCLOSURE FOR NOA Requ�s�ed tnspection(s) Item: 30 BLDG-Framing Requestor: ITSAHANSEN, LLC Comments: 401-1100 Assigned To: ** "`*""'*'"` Action: Time Exp: Comment: Item: 90 BLDG-Final Requestor: ITSAHANSEN, LLC Comments: 401-1100 Assigned To: """"""*""" Action: Item: 534 P:' LAI�� Comuestor 01A1 00 N, LLC Assig d To: BGIBSON ction: D��ed : (�.►.d��,-,� Item: 70 BLDG-Misc. " Requestor: ITSAHANSEN, LLC Comments: 401-1100 Assigned To: JMONDRAGON Action: Time Exp: Time Exp: r►o�f t.�,wplc�� Time Exp: Inspection Historv Item: 10 BLDG-FOOTING " Approved "" , 0�12<? 1 Inspector: JRM Car:,ment: !:e!r:: 20 a�Dv-FOUndation/Steel " Approved =' ?L 19.r11 Inspector. sgremmer ��mrr�ent: �i� �� 3ti B�t�G-rraming 1?,`04t11 Inspector: JRM Comment: COURTSEY '€e�: � 3Lt�G-insulation sizm: aG BLDG-Sheetrock Nail �iem: ; G� BLDG-Misc. [�em: 534 PLAN - FINAL C/O REPT131 Requested Time: 09:30 AM Phone: 970-401-1100 Entered By: JMONDRAGON K Requested Time: 08:30 AM Phone: 970-401-1100 Entered By: JMONDRAGON K Requested Time: 08:15 AM Phone: 970-401-1100 Entered By: JMONDRAGON K f�G i�/24/�. Requested Time: 04:30 PM Phone: 970-401-1100 Entered By: JMONDRAGON K Action: AP APPROVED Action: AP APPROVED Action: PI PARTIAL INSPECTION Run Id: 13801 � � ^ C )I-��ga � 01-04-2013 Inspection Request Reporting Page 4 4•03 pm Vail_, CO_C�tTOf Requested Inspect Date: Monday,� January 07 2013 Site Address: 1067 RIVA GLEN VA�L HOA TRASH CONTAIN NEAR ENTRANCE A/P/D Information Activity: 611-0323 Type: COMBO Sub Type: ASFR Status: ISSUED Const Type: Occup ancy:� Use: U Insp Area: Owner: SPRADDLE CREEK ESTATES MAINTENANCE ASSOCIATION Contractor: ITSAHANSEN, LLC Phone: 970-401-1100 Description: COMMON AREA: NEW TRASH ENCLOSURE FOR HOA Reauested Insuection(s) �q�-vti J Rem: 905�-Final Requested Time: 01:00 PM Comments: FOLLOW UPN, LLC Phone: 970-401-1100 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp • Comment: ED FOR BUILDING-PLANNIIVG W ILL DELAY FINAL UNTIL SPRING 2012 GI�.J" •.�' � Inscection Historv Rem: 10 BLDG-FOOTING " Approved " 10/12/11 Inspector: JRM Comment: ftem: 20 BLDG-Foundation/Steel " Approved " 10/19/11 Inspector: sgremmer Comment: Item: 30 BLDG-Framing "` A� pproved " 11/04/11 Ins�pector: JRM Comment: COURTSEY 12/01/11 Inspector: JRM Comment: Item: 70 BLDG-Misc. " A proved *" 12/01/11 Inspector: J�RII Comment: Item• 534 PLAN - FINAL C/O Action: AP APPROVED Action: AP APPROVED Action: PI PARTIAL INSPECTION Action: AP APPROVED Action: AP APPROVED � 11/29/11 Inspector: bgibson Action: DN DENIED Comment: Denied since landscaping is not completed (see conditions of approval). Spoke to contractor Matt at 401-1100, they will plant ihe landscaping in the spring and will call for a re-inspection. ftem: 90 BLDG-Final 12/01/11 Inspe�ctor: JRM Action: NO NOTIFIED Comment: CAN BE APPROVED FOR BUILDING. PLANNING W ILL DELAY FINAL UNTIL SPRING 2012 REPT131 Run Id: 14625 � 1►� ��ga 01-04-2013 Inspection Request Reporting Page 4 4:03 nm Y_�,_S'O - C�tTO{ Requested Inspect Date: Monday, January 07 2013 Site Address: 1067 RNA GIEN VA�L HOA TRASH CONTAIN NEAR ENTRANCE A/P/D Information Activity: 611-0323 Type: COMBO Sub Type: ASFR Status: ISSUED Const Type: Occupancy:� Use: U Insp Area: Owner: SPRADDLE CREEK ESTATES MAINTENANCE ASSOCIATION Contractor: ITSAHANSEN, LLC Phone: 970-401-1100 Description: COMMON AREA: NEW TRASH ENCLOSURE FOR HOA Reauested Insuection(s) a� Rem: 90�-Final Requested Time: 01:00 PM Commen�s: FOLLOW UPN, LLC Phone: 970-401-1100 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp • Comment: ED FOR BUILDING-PLAlQIQ11VG W ILL DELAY FINAL UNTIL SPRING 2012 GI�.J" �' � � Ins�ection Historv Item: 10 BLDG-FOOTING "Approved'" 10h 2/11 Inspector: JRM Comment: Item: 20 BLDG-Foundation/Steel " Approved " 10/19/11 Inspector: sgremmer Comment: ftem: 30 BLDG-Framing *' A� pproved " 11/04/11 Ins ector: JRM Comment: C�URTSEY 12/01/11 Inspector: JRM Comment: Item: 70 BLDG-Misc. " A proved *' 12/01/11 Inspector: J�I�II Comment: Item: 534 PLAN - FINAL C/O � Action: AP APPROVED Action: AP APPROVED Action: PI PARTIAL INSPECTION Action: AP APPROVED Action: AP APPROVED 11/29/11 Inspector: bgibson Action: DN DENIED Comment: Denied since landscaping is not completed (see conditions of approval). Spoke to contractor Matt at 401-1100, they will plantlhe landscaping in the spring and will call for a re-inspection. Item: 90 BLDG-Final 12/01/11 Inspe�ctor: JRM Action: NO NOTIFIED Comment: CAN BE APPROVED FOR BUILDING. PLANNING W ILL DELAY FINAL UNTIL SPRING 2012 REPT131 Run Id: 14625