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3975 Pierson Street
CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE -- Inspection Type: �-- ��' � � ` � � V Job Address: - Permit Number: M r- [-A No one available for inspection: Time AM/PM Re -Inspection required: Yes N9' When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection 1 Date: -'= Inspector: DO NOT REMOVE THIS NOTICE 3T)S RFZS01q f -T.- Salf jilaw "The Fiberglass Pool Experts. " December 17, 2019 City of Wheat Ridge, Building Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 San Juan Pools of Colorado P.O. Box 3553 Boulder, CO 80307-3553 303.449.2149 Office RE: City of Wheat Ridge Barrier Code Requirement Massa Residence; 3975 Pierson Street, Wheat Ridge, CO 80033 jan@sjpools.biz www.sipools.biz We kindly request that the City of Wheat Ridge would accept the new 2015 International Swimming Pool and Spa Code, Section 305, Barrier Requirements, (See below) whereas it is stated that an ASTM F 1346, lockable safety cover can be used in lieu of a physical barrier as recorded in the outdated 2012 IRC. SECTION 305 BARRIER REQUIREMENTS 305.1 General. The provisions of this section shall apply to the design of barriers for pools and spas. These design con- trols are intended to provide protection against the potential drowning and near drowning by restricting access to such pools or spas. These requirements provide an integrated level of protection against potential drowning through the use of physical barriers and warning devices. Zxcentions• 1. Spas and hot tubs with a lockable safety corer that complies with ASTM F 1346. 2. Swimming pools with a powered jgh? l;g m or that 0 complies with ASTM E 1396iJ z W > �c O This communication is to further affirm that we installed a Safd-Tet% at the Massa residence. This pool cover meets and exceeds t*tgLW 2015 Code. Q To learn more, the web address for this cover is: www.coveFp 0com aab�� $a ov Poo S ' the-gaa x �8I a SAVE -T -COVER by COVER POOLS: afety CertifiicatiOl q.1/ INTERNATIONAL C A UL US LISTED Cover -Pools pool covers are independently certified to exceed the requirements of the American Society for Testing and Materials (ASTM F1346-91), which sets safety standards for pool covers. Cover -Pools pool covers are UL listed (U.L- file E52841) for A.S_TM. safety, US electrical, and Canada electrical standards. • Covers for Swimming Pools and Spas (fabric. tracks etc) (WBAH E52841) • Swimming Pool and Spa Cover Operators Electric (WDD. E52841) • Swimming Pool and Spa Cover Operators Electric Certified for Canada (WDDJ7 E52641i Key Switch If you have any other questions, please feel welcome to call me. Sincerely, Ja.fv He c -y* t Jan Hersman Administrative Manager San Juan Pools of Colorado i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�- Job Address: \--c Permit Number: Z>Q Y`? u L '__A : [,'• L J ❑ No one available for inspection: Time U i AM/PM Re -Inspection required: Yes 1161Q When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date:.j Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�1---�' Job Address:i Permit Number: ❑ No one available for inspection: TineANI%PM Re -Inspection required: Yes;_ No,. When corrections have been made, schedule for re -inspection online at. http✓/www.ci.wheatridge.co.uslinC-__<�� specf o�► Date: .� Inspecto . - y--- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _�1 Job Address: �d7 '1'a v�,l Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE k ! i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: t' ❑ No one available for inspection: Time/ AM/PM Re -Inspection required: .es- o When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspecti i Date: - Inspecto : DO NOT REMO E THIS NOTICE 0 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: JobAddress: Permit Number: 0(;k3,0_1-13__3 Lj No one available for inspection: Time AM/PM Re -inspection required: PA(es) No When corrections have been made, schedule for re -inspection online at: httpYAvww.cL wheatridge. co. uslinspection Date: I i' a -j) - I '-i Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Swimming Pool PERMIT - 201801703 PERMIT NO: 201801703 ISSUED: 10/15/2018 JOB ADDRESS: 3975 Pierson St EXPIRES: 01/21/2020 JOB DESCRIPTION: Install in ground fiber glass pool - Luxor Shallow model, 16 ft x 44 ft; 704 sq ft total *** CONTACTS *** OWNER (303)725-5465 MASSA ROBERT SUB (303)449-2149 Jan Hersman 021957 San Juan Pools of Colorado SUB (303)466-4206 Greg Fanger & Kevin Fanger 017986 The Gas Connection SUB (720)495-7523 Jim Bills 180336 Blue Heron Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Extend Expired Permi ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION: 83,500.00 FEES 0.00 652.11 1,753.50 1,003.25 120.00 3,528.86 *** CONDITIONS *** Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Swimming Pool PERMIT - 201801703 PERMIT NO: 201801703 ISSUED: 10/15/2018 JOB ADDRESS: 3975 Pierson St EXPIRES: 01/21/2020 JOB DESCRIPTION: Install in ground fiber glass pool - Luxor Shallow model, 16 ft x 44 ft; 704 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, a d all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the,p'r. erty'and authorized to obtain this permit and perform the work described and approved in conjunction with this_permrt. I further attest tfia I a le aflly authorized to include all entities named within this document as parties to the work to be performed and that alloik tbeer rmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of O"Ek or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services 6. The i svia nce or gr ti of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app a c e or an dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. PA4 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of W heat j jdNOV 2 COMMUNITY DEVELOPMENT r City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ri ge,Z0-"__8U63T=$U0 1 P:303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(cr�ci.wheatrid e or fax to 303-237-8929. Party requesting permit extension: 1'2-0 M LSSA Permit # 9 O i 6 0 —� 0 3 Property Address: 3y ` r P�� t `� W (` ` , cc Phone # �� 1 S' i6 Email Address: j-, r'7aSSq `I- r) ,�.� . C uVI.. Reason for extension request:a ob _5__Ic lU We-4tY- �fc � �p (�-v,, I t-\ , ecvl U,s Vv- 9)-VVJ (�P� n', J (-y ej --iV7 9 Vzti--o 041 Nov )-o 1 � ��`� ��� �2 C IO O- J JOcks Number of days requested: Sfi fP v1� CG� �'` q T►`�� �` ��"'�e ��� Printed Name: 0 ` `��F�� �'S� Signatur Date: 1`i 2-) For office use only This request has been: Approved by: ❑ Denied www.ci.wh eatrid ge.co. u s Extended until: Date: I 1/ 21 ]/1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE / Y• 0 ` ` �/ Inspection Type: ref lri( /O Job Address: 3'775 Permit Number: ?0/00 0 j ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes o When corrections hive been made, ca for re -inspection at 303-234-5933 Date: q� 11 P911 Inspector: 'AR1 bO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C�n� Job Address: 3 %lam P� S'On 5 Permit Number: ;-OleO1 % O 3 ❑ No one available for inspection: Time,,))) 4�7 AM/PM Re -Inspection required: Yes ) No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1'[1W11 Inspector: DO NOT REMOVE THIS NOTICE IV � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: l 7y\ Job Address: Permit Number: r \'3 U '3 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:k' `` ` Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:�.s v� Job Address: 73r +, s Permit Number: 0 V-1 ❑ No one available for inspection: Time F AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:11k. li, inspector: T DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: V) \ _r,, Job Address: �r-�� �t-� S U 1.5 Permit Number: v J . t q e ❑ No one available for inspection: Time ` ,} ` ~ ` AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: a CZ --Inspector: i DO NOT REMOVE THIS NOTICE ' . City of Wheat Ridge Residential Swimming Pool PERMIT - 201801703 PERMIT NO: 201801703 ISSUED: 10/15/2018 JOB ADDRESS: 3975 Pierson St EXPIRES: 10/15/2019 JOB DESCRIPTION: Install in ground fiber glass pool - Luxor Shallow model, 16 ft x 44 ft; 704 sq ft total *** CONTACTS *** OWNER (303)725-5465 MASSA ROBERT SUB (303)449-2149 Jan Hersman 021957 San Juan Pools of Colorado SUB (303)466-4206 Greg Fanger & Kevin Fanger 017986 The Gas Connection SUB (720)495-7523 Jim Bills 180336 Blue Heron Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 83,500.00 FEES Total Valuation 0.00 Plan Review Fee 652.11 Use Tax 1,753.50 Permit Fee 1,003.25 ** TOTAL ** 3,408.86 *** COMMENTS *** *** CONDITIONS *** Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Swimming Pool PERMIT - 201801703 PERMIT NO: 201801703 ISSUED: 10/15/2018 JOB ADDRESS: 3975 Pierson St EXPIRES: 10/15/2019 JOB DESCRIPTION: Install in ground fiber glass pool - Luxor Shallow model, 16 ft x 44 ft; 704 sq ft total 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all ap le r icipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property da au�th ize�4 obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I m le lly u or.zI to include all entities named within this document as parties to the work to be performed and that all work to er rm dls osed in this document and/or its' accompanying approved plans and specifications. Signature of OWNE O TRA TOR Circle one) Date I . This permit issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. Thispermit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall"roceed or conceal work without written approval of such work from the Building and Inspection Services Divi n.6. The s nce r grantmit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appjr aor regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. " 0- City of Wheat jdgc COMMUNITY DEVELOPMENT FOR OFFICE 1 ,E ONLY Date: l Qr Add to Permit # o?o / 7 G % 70 3 Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 V� o7Q rt 7 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(d�.ci.wheatridae.co.us Building Permit Revision/Amendment Application "** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *" Property Address: Property Owner (please print): ��c''r? 2 (� S S Phone: '3 Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Company: Contact Person: �t�E T N Phone: �`3) L c) — 0 Contractor: S_ t4,\- T, v1 N- CcO L S Contractors City License # Contractor E-mail Address: nLC) 5 r Phone: ��� 3 cl j i I oI Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps �dl.� �L•C,ti Btu's Squares 1LI xL/I/ f- "`/S-�.�4) Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that i am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE. (O�l�i(CONTRACTOR) or (AUTHORIZED REi' SENA of (OWNER) (CONTRACTOR) PRINT NAME: 0"Y7t VZT ��� SIGNATURE: .�7 DATE: C'.1C ZONING COMMMENTS: Reviewer: BUILDING DEPA MENT MMENTS: Reviewer- eviewerPUBLIC PUBLICWORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ City of Wheatl gcRECEII COMMUNIiY DEVELOPMENT JUN 1 2 2018 Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 P Office: 303-235-2855 * Fax: 303-237-8929 4V�__ Inspection Lin 3-234-5933 E 1' h t ;d FOR OFFICE USE ONLY Date: & / I C I/ mai . er s ci. V ea ri ,.co. Lm 'iM ln_ of uildin Permit Application 99 pp *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner I Pi -e; Property Owner Email: l°{SG�1 Mailing Address: (if different than property address) Address: 5 '('Vv-� City, State, Zip: ArchitectiEngineer: Architect/Engineer E-mail: Phone: Contractor: 1J eyk"� 1-1X -A"- A-- �V_Ccjf /� A Contractors City License #: V( 172- Phone: �,D?L 3 Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Please fill out attached sheet regarding checklist information.) NEW SWIMMING POOL ❑ REPAIR OF EXISTING POOL Please list details of work: ,e�-^ SSU ll � � ,� (i: r � �yc— �'w� I�IeI lSlan� bf*e�< �— Sq. Ft/LF ' Btu's r Gallons Amps Other C Project Value: (Contract value or the cost of all materials and labor included in the entire project) -7 $ 1 ONVNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record. that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) `(CONTRACTOR) or (AUTHORIZED REPRESENT TIVE) of (OWNER) (CONTRACTOR) PRINT NAME: �l% ` (C,� ��C/ SIGNATURE: DATE: l �. DEPARTMENT USE ONLY ZONING COMMMENTS: ��J✓ ^ l� \00 Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: ,� a PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION: U TYPE OF CONSTRUCTION: �I SPRINKLERED: OCCUPANTLOAD: Building Division Valuation: $ '7 1► 000 18/94/16 13:27:S2 SCL Health -> Sisters of Charity Page 883 = � City of ,~ Wh6atp,dd COMMUN iTY DEVELOPMENT �ge SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3115 Nc �5G1� Permit #: a u t(-1 General Contractor: ���� ��"�� ! `2c�`' �-\N9SA Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Company Name: State License #: Phone #: Master !#. _ (required field) Date Phone #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Mechanical Contractor company Name: hone: Wheat Ridge L' e#:-012� 6 required field) St n of uthorized Agent Date Swimming Pools, Spas and Hot Tubs Checklist Complete The Information Below That Applies to Your Project: Swimming Pool Detail Pool Dimensions/Size (sf, diameter, etc.): Type of Pool (ie: gunite erglas ,)vinyl, etc.): ❑ Unheated ❑Heated: Type of EQ: ❑ BTU/Ton: ❑ Electric or Natural Gas ❑ Liquid Propane Gas: ❑ Existing Tank or ❑ New Tank Yes N/A Required Submittals 1. ❑ Swimming Pool Application for Construction and this Checklist. 2. ❑ Site plan, pool'location and distance to structures, property lines, right-of-way, and occupancy classification of ALL buildings on parcel (ie: house, garage, etc.) 3. ❑ Pool barrier shown on site plan including; fencing, gates/doors (include direction of swing), windows, alarms, locks, etc. as applicable in Appendix G. 4. ❑ ❑ Floodplain, critical area (pond, stream, creek, irrigation, etc.) must be shown on site plan. 5. ❑ ❑ Electrical One -Line drawings if new electrical is being installed. 6. ❑ ❑ Appendix G; Section AG105 Barrier Requirements — 9.2 Doors with direct access to the pool through that wall shall be equipped with an alarm which produces an audible warning when the door and/or its screen, if present, are opened. The alarm shall be listed and labeled in accordance with UL 2017. The deactivation switch(es) shall be located at least 54 inches (1372 mm) above the threshold of the door. Accuracy of the submittal package, including this checklist, is the responsibility of the applicant. Bzx� Printed Name a, Z) Signal re C: ily of '� Wheat ice �.OMMUN11Y' DIVROMMINT Building & Inspection Services Division • 7500 W. 29`" Ave., • Wheat Ridge, CO 80033 • Office: 303-235-2855 • Fax: 303-237-8929 K -Z-0) V/_�r3 Lagenia Reimer From: Lagenia Reimer Sent: Wednesday, August 1, 2018 12:36 PM To: 'r.massa1 @me.com' Subject: Revisions for the pool install project Permit#201801703 @3975 Pierson St Attachments: Revision%20or%20Amendment%20Application_201604061416198398.pdf Robert, Good Afternoon. I spoke with Randy Slusser, our Chief Building Official, and since the size of the pool is changing we will need a revision submitted for the changes. What we need is the new site plan showing the 16x44 dimensions on it of the pool instead of the 16x40 dimensions that is currently listed. You will need to have your contractor provide you with the spec sheets of the pool for the San Juan Fiberglass Pool - Luxor Shallow Pool. I have attached the revision form please fill that out and bring it in with the requested documents. The copy of the existing site plan can be used just have you make a change to it with the dimensions to 44ft. in length instead of 40ft. Then cost of the pool has changed so the new price will need to be added from the 71,000 to the 83,500. Have your GC and Subs get their licenses renewed and the sub -contractor form signed. This will get the revision reviewed as soon as possible and then your permit will be ready to go with the right dimensions. If you have further questions Robert please contact me at 303-235-2810. Sincerely, Lagenia Reimer Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2810 Fax: 303-237-8929 www.ci.wheatridcle.co.us t iIv ()l W haat ic11'gc COMMUNITY 1)1V11-OPMI'NI �` CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. RESIDENTIAL BuildinE Permit — Plan Review Worksheet Address: a-5 I- ✓ S rn,, S4. Zoning: _ Lot Size: =� Z 5 y sq. ft. Lot Width: ft. Rev. 0912017 Property in the flood plain? If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: Related Cases: Any conflict? (Y/N) Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: 2 5� �� % (� L4 S sq. ft. Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing Z sq. ft Lot Coverage % Proposed Improvements (footprints): House/addition: sq. ft. Shed: sq. ft Detached Garage: sq. ft. —dTf: 0 00/ Cn sq. ft. Proposed+Existing sq. ft Lot Coverage i % Required Setbacks: FR 10 S S I S R 15 " Provided Setbacks: FR d S S ? R 221 For additions or new construction, is thecAre`within 2 feet of minimum setbacks? C k If yes, add surveying condition FND. Maximum Height: h a ft. Maximum Size: sq. ft. Proposed Height: ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in RAC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 - - -- Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) ❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway , / 70 = (round up for required trees) Street trees required: Street trees provided: ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. 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O Q Q N era U a) .. � o c f6 y16 J m O o o a' a a? 0 3 w a) > c m U m m tv t c o E c m a).Q•- > c�a a, ya-gin O> a) C ffi O c N c = U J Y o a) a) o m n o m y L J` h- N a E m m_. )" .� d o a N m 7 U �'E -c •.mac--, m cn E m coN CD y :E -� N w .N a ,� m m w .- o a F- L a) :.a U LL O 000 N cG6 «� o m E E a .� a) L c E U L V LL 0-L co v d o a E cn U m a a U) J O m fO J O 7 0.. f- 3 -C 3 w a) ."' o f O) m 8-6 3 mH a m aE ai a) m e am o? > mp C Q ca m c aa)i .c o' E > ui - •m CD ca - 4 m o o -5 a) m 0 O G m g a a-0 a 0 U) a) m N -O L OU C p J N y O O L a to m O L y a) U a) w� O m m m a) O Z E .- m m> ca n o0 c fl Z. cn N m o o w F- a) F- rn Z O a) cn a) c E o 0 0 m o o m e a m rn o, c ami w`oo oin uc+c Q c�m-Omcoo- a O�� a a n N oa) �� arnccaz_o �a)mm °ymn (� v) Z o Z) O O m w 0-0-3 �) a) c a) °) c O Fo et� i C U m > m U c a o�_ �) c,- a n o d O 'a > t a C Q o@ a) c >. w��aS�>E`' zto >aa)m ca mda a)a) ` c6 -E co a`) a Q n c Q u) a c U ca Z c iv L> E a c. 0 U) lv OmmLE�,m�o �am� o c Omc�cQ °jo L > n o. a) a) , w - v m a) c o y 0 o aS cn 6 o .=-° z o aUi � E coi U a LL o r Y° N N m a> c >, U 2 rn E- U 3 0- U) a v-) a n -mo .9 2 v o° u`ni > E o a) COL O t EfiEAffl �m>Uma oa°m 1� 44i City of Wheat P*jdge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: '311 � � i C- (J S-IN3 ST Permit #: a b t � 0t -10'3 General Contractor: S A N ui'�N icx-'`- S / acek° n'i ('-, A 55 A Electrical Sub -Contractor Company Name•1 Vt Phone State License #: CJ Master #: 2 ` ���_�p 7,he, Ridge License #: (required field) i nature of Authorize Agent Dat Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Company Name: Phone #• Master #• _(required field) Date Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date IMPROVEMENT LOCATION CERTIFICATE P.9fer-soff ParMm N89024'08"E 118.00' 9176 AWAN DRIVE LONGMONT. COLORADO 80503 PH (303) 678-7072�— Fence 10 Utility Easement S R4" W YM X / WIT4 g �; Zo IL 1 �e�1 �pFn�l u (r w ; w o, let Cl" AM"PMENK w, ; O M X2.1 &�IBa iC) Reviewed for roMrtg C"ompNante by th r; +<►s f\ �.� - ' ' City of Wheat Ridge Piamms oivbion �►- \ O APPROVED DATE: - DECEIVED COMMEINIM, � PiersonJ UN 1 2 2018 St. 00"W PeN -- 42.67' I hereby certify that this improvement location certificate was prepared for: Robert Massa& Gina MilojeWc THAT 1T IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, and that it is not to be, relied upon for the establishment of fence, bulding, or other future improvement lines. I further certify th t the improvements on the above shown parcel on this date, 6!7/2018 except utility connectiongo , i;� u, ,if bin the boundaries of the parcel, except as shown, that there are no encroachments ups\`�premises by improvements on any adjoining premises, except as indicated, and that\ e. -A evidence or sign of any easement crossing or burdening any part of said parcel, ee ti`tk ,Q';�• I. - LEGAL • LEGAL. DESCRIPTION: Lot 8, Applewood Village Estates Subdivision, County of Jefferson, State of Colorado.�6971 cn Address: 3975 Pierson St., Wheat Ridge Job No- :18-06-47-2255 Andre y. Scale : 1"=40' p'/., 1=ugtftnt S®u>rce. Recorded Subdivision Piat 4t-701 8'07 03 71 APPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS (The provisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance) SECTION AG101 GENERAL AG101.1 General. The provisions of this appendix shall con- trol the design and construction of swimming pools, spas and hot tubs installed in or on the lot of a one- or two-family dwelling. AG101.2 Pools in flood hazard areas. Pools that are located in flood hazard areas established by Table R301.2(1), includ- ing above -ground pools, on -ground pools and in -ground pools that involve placement of fill, shall comply with Sec- tion AG101.2.1 or AG101.2.2. Exception: Pools located in riverine flood hazard areas which are outside of designated floodways. AG101.2.1 Pools located in designated floodways. Where pools are located in designated floodways, docu- mentation shall be submitted to the building official which demonstrates that the construction of the pool will not increase the design flood elevation at any point within the jurisdiction. AG101.2.2 Pools located where floodways have not been designated. Where pools are located where design flood elevations are specified but floodways have not been designated, the applicant shall provide a floodway analysis that demonstrates that the proposed pool will not increase the design flood elevation more than 1 foot (305 mm) at any point within the jurisdiction. SECTION AG102 DEFINITIONS AG102.1 General. For the purposes of these requirements, the terms used shall be defined as follows and as set forth in Chapter 2. ABOVE-GROUND/ON-GROUND POOL. See "Swim- ming pool." BARRIER. A fence, wall, building wall or combination thereof which completely surrounds the swimming pool and obstructs access to the swimming pool. HOT TUB. See "Swimming pool." IN -GROUND POOL. See "Swimming pool." RESIDENTIAL. That which is situated on the premises of a detached one- or two-family dwelling, or a one -family town- house not more than three stories in height. SPA, NONPORTABLE. See "Swimming pool." SPA, PORTABLE. A nonpermanent structure intended for recreational bathing, in which all controls, water -heating and water -circulating equipment are an integral part of the prod- uct. SWIMMING POOL. Any structure intended for swimming or recreational bathing that contains water more than 24 inches (610 mm) deep. This includes in -ground, above- ground and on -ground swimming pools, hot tubs and spas. SWIMMING POOL, INDOOR. A swimming pool which is totally contained within a structure and surrounded on all four sides by the walls of the enclosing structure. SWIMMING POOL, OUTDOOR. Any swimming pool which is not an indoor pool. SECTION AG103 SWIMMING POOLS AG103.1 In -ground pools. In -ground pools shall be designed and constructed in compliance with ANSI/NSPI-5. AG103.2 Above -ground and on -ground pools. Above- ground and on -ground pools shall be designed and con- structed in compliance with ANSI/NSPI-4. AG103.3 Pools in flood hazard areas. In flood hazard areas established by Table R301.2(1), pools in coastal high -hazard areas shall be designed and constructed in compliance with ASCE 24. SECTION AG104 SPAS AND HOT TUBS AG104.1 Permanently installed spas and hot tubs. Perma- nently installed spas and hot tubs shall be designed and con- structed in compliance with ANSI/NSPI-3. AG104.2 Portable spas and hot tubs. Portable spas and hot tubs shall be designed and constructed in compliance with ANSI/NSPI-6. SECTION AG105 BARRIER REQUIREMENTS AG105.1 Application. The provisions of this appendix shall control the design of barriers for residential swimming pools, spas and hot tubs. These design controls are intended to pro- vide protection against potential drownings and near -drown- ings by restricting access to swimming pools, spas and hot tubs. City of Wheat Ride 2012 INTERNATIONAL RESIDENTIAL CODE Qi1.;$.82 Copyright ©zott ICC. ALL RIGHTS RESERVED. Accessed by Dan Schultz nn Dec 22,tot7 tla3'S4 AM pursuant to License Agreeme�IBILI.Iildin� C. further rep v distributionauthurized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPIG AND JUET.IC. AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. APPENDIX G AG105.2 Outdoor swimming pool. An outdoor swimming pool, including an in -ground, above -ground or on -ground pool, hot tub or spa, shall be surrounded by a barrier which shall comply with the following: 1. The top of the barrier shall be at least 48 inches (1219 mm) above grade measured on the side of the barrier which faces away from the swimming pool. The maxi- mum vertical clearance between grade and the bottom of the barrier shall be 2 inches (51 mm) measured on the side of the barrier which faces away from the swimming pool. Where the top of the pool structure is above grade, such as an above -ground pool, the barrier may be at ground level, such as the pool structure, or mounted on top of the pool structure. Where the bar - SEF) rier is mounted on top of the pool structure, the maxi- G ( mum vertical clearance between the top of the pool X, structure and the bottom of the barrier shall be 4 inches c� l ► \ (1102 mm). AbJ0MQ O'penings in the barrier shall not allow the passage of a 4 -inch -diameter (102 mm) sphere. 3. Solid barriers which do not have openings, such as a masonry or stone wall, shall not contain indentations or protrusions, except for normal construction toler- ances and tooled masonryjoints. 4. Where the barrier is composed of horizontal and verti- cal members, and the distance between the tops of the horizontal members is less than 45 inches (1143 mm), the horizontal members shall be located on the swim- ming pool side of the fence. Spacing between vertical members shall not exceed 13/9 inches (44 mm) in width. Where there are decorative cutouts within verti- cal members, spacing within the cutouts shall not exceed 13/4 inches (44 mm) in width. 5. Where the barrier is composed of horizontal and verti- cal members, and the distance between the tops of the horizontal members is 45 inches (1143 mm) or more, spacing between vertical members shall not exceed 4 inches (102 mm). Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 13/4 inches (44 mm) in width. 6. Maximum mesh size for chain link fences shall be a 21/4 -inch (57 mm) square, unless the fence has slats fastened at the top or the bottom which reduce the openings to not more than 13/4 inches (44 mm). 7. Where the barrier is composed of diagonal members, such as a lattice fence, the maximum opening formed by the diagonal members shall not be more than 13/4 inches (44 mm). 8. Access gates shall comply with the requirements of Items 1 through 7, and shall be equipped to accommo- date a locking device. Pedestrian access gates shall open outward away from the pool, and shall be self- closing and have a self -latching device. Gates, other than pedestrian access gates, shall have a self -latching device. Where the release mechanism of the self -latch- ing device is located less than 54 inches (1372 mm) from the bottom of the gate, the release mechanism and openings shall comply with the following: 8.1. The release mechanism shall be located on the pool side of the gate at least 3 inches (76 mm) below the top of the gate; and 8.2. The gate and barrier shall have no opening larger than 1/2 inch (12.7 mm) within 18 inches (457 mm) of the release mechanism. 9. Where a wall of a dwelling serves as part of the bar- rier, one of the following conditions shall be met: 9.1. The pool shall be equipped with a powered safety cover in compliance with ASTM F 1346; 9.2. Doors with direct access to the pool through that wall shall be equipped with an alarm which produces an audible warning when the door and/or its screen, if present, are opened. The alarm shall be listed and labeled in accor- dance with UL 2017. The deactivation switch(es) shall be located at least 54 inches (1372 mm) above the threshold of the door; or 9.3. Other means of protection, such as self-clos- ing doors with self -latching devices, which are approved by the governing body, shall be acceptable as long as the degree of protection afforded is not less than the protection afforded by Item 9.1 or 9.2 described herein. 10. Where an above -ground pool structure is used as a bar- rier or where the barrier is mounted on top of the pool structure, and the means of access is a ladder or steps: 10.1. The ladder or steps shall be capable of being secured, locked or removed to prevent access; or 10.2. The ladder or steps shall be surrounded by a barrier which meets the requirements of Items 1 through 9. When the ladder or steps are secured, locked or removed, any opening cre- ated shall not allow the passage of a 4 -inch - diameter (102 mm) sphere. AG105.3 Indoor swimming pool. Walls surrounding an indoor swimming pool shall comply with Item 9 of Section AG105.2. AG105.4 Prohibited locations. Barriers shall be located to prohibit permanent structures, equipment or similar objects from being used to climb them. AG105.5 Barrier exceptions. Spas or hot tubs with a safety cover which comply with ASTM F 1346 shall be exempt from the provisions of this appendix. SECTION AG106 _�% ENTRAPMENT PROTECTION FOR SWrsnigne9q(n(Pi,,, Cit POOL POOL AND SPA SUCTION OUTL AG106.1 General. Suction outlets shall beinstalled in accordance with ANSI/APSP-7. 830 2012 INTERNATIONAL RESIDENTIZQQ( L!;;, Copyright ® 2011 ICC. ALL RIGHTS RESERVED. Accessed by Dan Schultz on Dec 22, 2017 8:13:54 AM pursuant to License Agreement with ICC. No further reproduction or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. SECTION AG107 ABBREVIATIONS AG107.1 General. ANSI—American National Standards Institute 11 West 42nd Street New York, NY 10036 APSP—Association of Pool and Spa Professionals NSPI—National Spa and Pool Institute 2111 Eisenhower Avenue Alexandria, VA 22314 ASCE—American Society of Civil Engineers 1801 Alexander Bell Drive Reston, VA 98411-0700 ASTM—ASTM International 100 Barr Harbor Drive West Conshohocken, PA 19428 UL—Underwriters Laboratories, Inc. 333 Pfingsten Road Northbrook, IL 60062-2096 SECTION AG108 REFERENCED STANDARDS AG108.1 General. ANSI/NSP ANSI/NSPI-3-99 Standard for Permanently Installed APPENDIX G City of Wheat Ridge �ICC.production 2012 INTERNATIONAL RESIDENTIAL CODE* ' I I I Copyright © 2011 ICC. ALL RIGHTS RESERVED. Accessed by Dan Schultz on Dec az, 2017 8:13:54 AM pursuant to License Agreement or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER Residential Spas .......... AG104.1 ANSI/NSPI-4-99 Standard for Above -ground/ On -ground Residential Swimming Pools .......... AG103.2 ANSI/NSPI-5-03 Standard for Residential In -ground Swimming Pools.. AG103.1 ANSI/NSPI-6-99 Standard for Residential Portable Spas ............. AG 104.2 ANSI/APSP ANSI/APSP-7-06 Standard for Suction Entrapment Avoidance in Swimming Pools, Wading Pools, Spas, Hot Tubs and Catch Basins .......... AG 106.1 ASCE ASCE/SEI-24-05 Flood -resistant Design and Construction ............. AG 103.3 ASTM ASTM F 1346-91 Performance Specification (2003) for Safety Covers and Labeling Requirements for All Covers for Swimming Pools Spas and Hot Tubs ....... AG105.2, AG105.5 UL UL 2017-2000 Standard for General-purpose Signaling Devices and Systems—with revisions through June 2004 ......... AG105.2 APPENDIX G City of Wheat Ridge �ICC.production 2012 INTERNATIONAL RESIDENTIAL CODE* ' I I I Copyright © 2011 ICC. ALL RIGHTS RESERVED. Accessed by Dan Schultz on Dec az, 2017 8:13:54 AM pursuant to License Agreement or distribution authorized. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER Appendix B (IFGS): Sizing of Venting Systems Serving Appliances Equipped with Draft Hoods, Category 1 Appliances, and Appliances Listed for Use with Type B Vents Appendix C (IFGS): Exit Terminals of Mechanical Draft and Direct -vent Venting Systems Appendix D (IFGS): Recommended Procedure for Safety Inspection of an Existing Appliance Installation Appendix H: Patio Covers Appendix G: Swimming Pools in its entirety, with the following amendments: AG105.2 (1). Amend to read in its entirety: AG105.2(1). The top of the barrier shall be at least 60 inches above grade measured on the side of the barrier that faces away from the swimming pool. The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches measured on the side of the barrier that faces away from the swimming pool. Where the top of the pool structure is above grade, the barrier is authorized to be at ground level or mounted on top of the pool structure, and the maximum vertical clearance between the top of the pool structure and the bottom of the barrier shall be 4 inches. City of Wheat Ridge uilding ZDM01163 SUNSET QUALITY POOLS, INC. dba San Juan Pools of Colorado P.O. Box 3553 Boulder, CO 80307 Office: 303.449.2149 Pools of Colorado e -Fax: 303.200.7295 "The Fiberglass Pool& Spa Experts" BASIC CONSTRUCTION PROCEDURES FOR AN INGROUND FIBERGLASS POOL Below is an overview of the basic construction procedures for a one piece, pre -fab, fiberglass pool. Please note that this is a guideline only. There may be special circumstances or different requirements according to the jurisdiction. • POOL LOCATION IS MARKED OUT AND ELEVATION IS SET • HOLES ARE DUG AS ACCORDING TO DIG SHEET PROVIDED BY MANUFACTURER. • SAND IS BROUGHT IN AND BOTTOM SCREEDED. • POOL ARRIVES • A CRANE SETS THE POOL IN HOLE, ELEVATION IS CHECKED TO ENSURE CORRECTNESS. • LIGHT IS INSTALLED AND BONDED • FIRST BONDING - UNDERGROUND ROUGH ELECTRICAL INSPECTION IS CALLED IN. • POOL IS PLUMBED AND PRESSURE TESTED TO ASSURE THERE ARE NO LEAKS • PRESSURE TEST, UNDERGROUND PLUMBING INSPECTION IS CALLED IN. Once these two *inspections have passed - TRENCHING IS DONE OVER TO EQUPMENT AREA, POOL IS PLUMBED OVER TO EQUIPMENT, EQUIPMENT IS SET AND ELECTRICAN CONNECTS. • GAS CONTRACTOR RUNS GAS LINE- GAS PLUMBING INSPECTION DONE • POOL IS BACKFILLED WITH SAND, COMPACTED WITH WATER, WHILE SIMUTANEOUSLY BEING FILLED WITH WATER. POOL WATER AND SAND BACKFILL ARE APPROXIMATELY LEVEL WITH EACH OTHER DURING THIS PROCESS. THE POOL ARE LEVELED DURING THIS PROCESS AS WELL. • REBAR IS INSTALLED AROUND POOL FOR DECKING. REBAR AND DECK HARDWARE IS BONDED. • SECOND BONDING- UNDERGROUND ROUGH ELECTRICAL BONDING INSPECTION CALLED IN • EQUIPMENT IS STARTED TO MAKE SURE ALL IS CIRCULATING AND WORKING CORRECTLY. • DECK IS POURED. • OWNER COMPLETES FENCING, ENSURING ALL, INCLUDING GATES ARE TO CODE. (IF APPLICABLE) • FINAL BUILDING AND ELECTRICAL INSPECTIONS ARE DONE. • WE WILL DELIVER MAINTENANCE EQUIPMENT, DELIVER WARRANTIES AND DO ON-SITE TRAINING TO TEACH NEW OWNERS HOW TO OPERATE AND CARE FOR THEIR POOL, SPA, EQUIPMENT AND WATER. *Different jurisdictions may have different requirements for QbAPSP office(d.s0Pools. biz The Association of www. S I Pools. biz Pool & Spa Professionals" VES TM Originally Issued: 10/24/2013 Revised: 10/27/2017 SAN JUAN PRODUCTS FIBERGLASS REINFORCED PLASTIC SWIMMING POOLS CSI Section: 13 1100 Swimming Pools and Spas 1.0 RECOGNITION San Juan Products pools recognized in this report has been evaluated for use in residential swimming pool applications. The physical characteristics and durability properties of the pools complies with the intent of the provisions of the following codes and regulations: • 2015, 2012, 2009, 2006 International Building Code® (IBC) • 2015, 2012, 2009, 2006 International Residential Code' (IRC) • 2015 International Swimming Pool and Spa Code' (ISPSC) 2.0 LIMITATIONS Use of the Fiber Reinforced Plastic Swimming Pool shells recognized in this report is subject to the following limitations: 2.1 The Fiber Reinforced Plastic Swimming Pool shells shall be constructed and installed in accordance with this report and the manufacturer's installation instructions. In the event of a conflict, the more restrictive shall take precedence. 2.2 Clearances of the swimming pool shells from slopes set forth in the 2015 and 2012 IBC Section 1808.7.3 or 2009 and 2006 IBC Section 1805.3.3, and IRC Section R403.1.7, as applicable, shall be observed. 2.3 Barriers shall comply with IBC Section 3109 or ISPSC Section 305 (2012, 2009 and 2006 IRC Section AG105), as applicable. 2.4 Slip resistance is outside the scope of this evaluation report. Reports of slip resistance tests that demonstrate compliance with Section 306.2 of the ISPSC or Section 8.1 of ANSI/NSPI-5 shall be submitted to the code official for approval. 2.5 A permanent label shall be applied to the pool equipment stating the following: "The pool shall remain full of water at all times. Pool may be damaged if water level is allowed to drop below the pool inlet. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, San Juan Products shall be contacted for instructions." T' 1 r' va 298 Valid Through: 10/31/2018 2.6 Diving equipment shall only be installed on Type I pools and shall comply with the requirements of, and be installed in accordance with Section 808 of the ISPSC or Section 5.8 of ANSI/NSPI-5. 2.7 Pools that are located in flood hazard areas established in accordance with IRC Table R301.2 (1) shall comply with ISPSC Section 304 or 2012, 2009 and 2006 IRC Sections AG101.2 and AG 103.3, as applicable. 2.8 Suction outlets shall be designed and installed in accordance with Section 3109.5 of the IBC, Section 310 of the ISPSC or Section AG 106.1 of the 2012, 2009 and IRC. 2.9 Electrical, plumbing, pumping and water heating equipment and decking are beyond the scope of this report and shall be installed in accordance with the applicable code and the requirements of the code official. 2.10 Pools are produced by San Juan Products in Eloy, AZ with Inspections by RADCO, Inc. 3.0 PRODUCT USE 3.1 General: San Juan Products pools recognized in this report are used in residential swimming pool applications using heated water that is circulated in a closed system. The swimming pools shells comply with requirements in the ISPSC and the 2012, 2009 and 2006 IRC Section AG103. Swimming pool shells are permanently installed in -ground. All pool shells are either Type O or Type I as shown in Table 1 of this report and comply with Chapter 8 of the ISPSC or ANSI/NSPI-5. 3.2 Installation: San Juan Products pool shells shall be installed in accordance with this report and the manufacturer's installation instructions. All necessary plumbing and electrical work shall comply with the local codes in effect. Subject to the code official's approval, the San Juan Products pool shells may be installed without a soil investigation by a registered design professional provided none of the following conditions are encountered at the site: • Groundwater within the excavation, where the pool floor will contact the soil at the time of installation. • Un -compacted fill in contact with any portion of the pool shell. • Expansive -type soils. • Soil types with an angle of reppse �!Wit will not support the walls of the excavation at desirekolopes. • Adjacent structures, which maym dagger posed e by the proposed pool location. 4N� I MAW The product described M this Uniform Evaluation Service (UES) Report has been evaluated as an alternative materiel, design or method of construction in order to satisfy and comply with�i the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safely, as applicable, in accordance with IBC Section 104.11. This document shall only be reproduced in its entirety. Copyright © 2017 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-41ESRPT • Fax: 909.472.4171 web: www.un#brm-es.org • 4755 East Philadelphia Street, Ontario, California 91761-2816— USA .mnc.ca.um. Page 1 of 4 Originally Issued: 10/24/2013 Revised: 10/27/2017 If any of the above-mentioned conditions are encountered, excavation shall cease immediately. The conditions shall be investigated by a qualified registered design professional and mitigation measures recommended, if possible. The investigation report and recommendations provided by the registered design professional shall be submitted to the code official for review and approval prior to resuming excavation. The pool excavation profile shall have a minimum over -dig of 6 inches (152 mm) on the sides and 4 inches (102 mm) at the bottom. The backfill for the pool bottom shall consist of structurally stable sand or pea gravel up to a maximum of 3/8 - inch (9.53 mm) diameter and compacted to match the pool floor profile. The pool shell shall sit firmly on compacted backfill and be within 1 inch (25.4 mm) of level. Water -fill and backfill simultaneous operations shall commence with backfill washed in with water. Backfill level and water -fill level shall be approximately the same throughout filling procedure. After completion of the water -fill and backfill operation a bond beam shall be installed in accordance with the manufacturer's installation instructions, and approved by the code official. 4.0 PRODUCT DESCRIPTION The San Juan Products pool details are described in Table 1 of this report by model number. Each unit is one-piece fiberglass construction shop -formed over a mold. The pool has a minimum thickness of '/. inch (6.4 mm) fiberglass - reinforced plastic (FRP), which is composed of roving thermosetting polymer matrix. The surface finish is neopentyl glycol/isophthalic gel coat. 5.0 IDENTIFICATION The Fiber Reinforced Plastic Swimming Pool shells shall be identified as follows: 5.1 A label shall be affixed on at least one of the following: product, packaging, installation instructions or descriptive literature. A label shall also be placed on the installed pool or equipment by the distributor or installer. 5.2 The label shall include the company name or trademark, model number, the IAPMO Uniform ES Mark of Conformity and the Evaluation Report Number (ER -298), and the name of the inspection agency (RADCO) to identify the products recognized in this report. A die -stamp label may also substitute for the label. Either Mark of Conformity may be used as shown below: 298 Valid Through: 10/31/2018 1ApMO UES ES 0® or TM IAPMO UES ER -298 6.0 SUBSTANTIATING DATA Data has been submitted and is in accordance with ICC -ES Acceptance Criteria for In -Ground, Residential, Fiber - Reinforced Plastic Swimming Pools and Permanently Installed Plastic Spas (AC274), approved December 2006 (Editorially revised January 2017). 7.0 CONTACT INFORMATION San Juan Products 850 East Davidson Avenue Eloy, Arizona www.saiijuanpools.com kenbAsanjuanpools.com 8.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on San Juan Products pools to assess conformance to the codes shown in Section 1.0 of this report, and serves as documentation of the product certification. Page 2 of 4 Brian Gerber, P.E., S.E. Vice President, Technical Operations Uniform Evaluation Service Richard Beck, PE, CBO, MCP Vice President, Uniform Evaluation Service GP Russ Chan7y CEO, The IAPMO Group For additional Information about this evaluation report please visit www.uniform-es.ore or email us at infoCnn)uniform-more EVALUATION REPORT Num!A Originally Issued: 10/24/2013 Revised: 10/27/2017 TABLE 1 — POOLS .*3 Valid Through: 10/31/2018 MODEL LENGTH ft -in WIDTH ft -in DEPTH ft -in SHALLOW DEEP END END VOLUME al DIVING TYPE 26 20-9 11-5 4-0 4-0 4500 0 28 33-10 15-10 3-11 5-1 11600 0 50 21-10 10-5 3-8 4-11 4800 0 100 26-9 12-2 3-5 5-6 8000 0 105 17-2 11-11 4-2 5-0 3900 0 110 28-1 11-0 4-0 4-0 6200 0 125 27-11 11-9 3-8 5-6 8500 0 135 27-9 11-8 3-8 5-6 8400 0 140 25-9 12-5 3-9 5-8 6600 0 145 34-4 12-4 3-3 5-6 8860 0 151 25-10 12-0 3-7 5-7 6800 0 176 23-9 11-9 3-6 5-7 6600 0 180 23-9 11-9 3-6 5-7 6600 0 190 1 30-0 14-0 3-1 6-0 7130 0 200 31-0 12-0 3-2 5-5 9000 0 210 27-10 11-11 3-6 6-0 8000 0 220 23-3 10-11 3-8 5-2 5100 0 222 25-1 11-8 3-1 5-7 6940 0 225 32-10 13-9 3-6 5-10 10300 0 226 32-10 13-9 3-6 8-0 13700 0 285 39-1 16-2 3-0 6-0 14690 0 300 22-4 12-1 3-9 3-9 5025 0 351 33-1 14-1 3-9 5-0 11500 0 375 1 29-8 13-10 3-7 5-5 9500 0 376 45-0 16-0 3-6 6-4 18000 0 377 45-0 16-0 3-6 8-0 20000 1 378 28-4 15-10 3-6 5-7 10000 0 379 28-4 15-10 3-6 5-7 7120 0 380 37-4 16-0 3-6 6-4 13700 0 381 20-9 12-0 3-8 4-11 4000 0 382 25-8 12-1 3-8 4-11 5000 0 394 27-1 13-10 4-3 4-3 6400 0 400 32-6 14-0 3-0 5-6 11500 0 425 27-11 15-11 3-3 5-1 11300 0 520 28-0 14-10 3-6 5-4 9500 0 522 27-10 13-11 3-7 5-5 8300 0 530 39-8 15-8 3-6 5-4 14050 0 540 42-4 16-1 3-3 7-11 20500 I 550 39-8 16-0 3-6 7-11 17950 C` 575 39-10 16-1 3-3 7-11 20500 1 576 31-10 15-11 3-8 5-8 16000 0 577 33-10 15-11 3-8 7-10 17500 1 Page 3 of 4 Originally Issued: 10/24/2013 Revised: 10/27/2017 TABLE 1— POOLS (CONTINUED) 298 Valid Through: 10/31/2018 MODEL LENGTH ft -in WIDTH ft -in DEPTH SHALLOW END ft -in DEEP END VOLUME al DIVING TYPE 578 44-7 15-11 3-8 6-4 19000 0 580 44-7 15-11 3-8 7-10 22000 I 590 40-6 16-2 3-8 6-4 20600 0 600 16-6 12-0 3-11 3-11 4900 0 675 14-0 8-0 3-6 3-6 2750 0 700 20-0 12-0 3-10 3-10 5600 0 724 24-0 16-0 4-9 4-9 5200 0 725 36-2 16-0 4-8 4-8 8800 0 726 27-10 14-1 4-2 5-0 9560 0 727 17-4 15-10 3-7 5-2 4650 0 728 17-4 13-8 3-7 5-2 4350 0 729 18-11 11-11 3-7 5-0 3300 0 730 15-6 10-10 3-9 3-9 2100 0 734 18-2 11-0 3-9 3-9 2050 0 740 20-0 13-7 3-5 3-5 3550 0 741 15-8 14-6 2-9 2-9 1.970 0 750 23-0 8-6 4-9 4-9 4240 0 775 40-0 8-6 4-9 4-9 8500 0 800 33-9 16-0 3-4 5-8 12170 0 840 34-1 16-2 3-6 5-5 13500 0 850 33-1 15-7 3-8 5-9 10400 0 851 33-1 15-7 3-8 8-0 11300 0 870 29-0 12-10 3-6 6-0 10000 0 875 39-11 16-2 3-2 5-5 14590 0 900 39-7 15-11 3-3 5-1 14400 0 l0KL 10-6 8-3 3-5 3-5 750 0 10KL 10-3 7-0 2-10 3-2 700 0 60CT 6-10 6-10 3-0 3-0 350 0 6S 6-1 6-1 2-11 2-11 300 0 7S 7-1 6-11 3-3 3-3 550 0 8DIA 8-0 8-0 2-11 2-11 450 0 80CT 8-0 8-0 3-2 3-2 550 0 8RD 8-0 8-0 3-0 3-0 500 0 9RD 8-10 8-10 3-7 3-7 755 0 P10 23-9 12-3 3-9 5-11 6000 0 P20 25-0 12-0 3-6 6-0 8500 0 P21 25-0 12-0 3-6 6-0 8500 0 P30 23-5 11-11 2-9 4-9 6800 0 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 gallon = 3.785 L Page 4 of 4 SUNSET QUALITY POOLS, INC S� AN>olslof m "THE FIBERGLASS POOL EXPERTS" P.O. Box 3553 Office: 303.449.2149 Boulder, CO 80307 Fax: 303.200.7295 office(a)sipools. biz POOL DATA ONE PIECE, PRE -FAB FIBERGLASS MANUFACTURER SAN JUAN MODEL LUXOR SHALLOW SIZE *Approx 1511 "X447' DEPTH 6'4" GALLONS 19,000 * All pool data provided by San Juan Manufacturing- AECC EQUIPMENT DATA CIRCULATION EQUIPMENT BY PENTAIR PUMP 1.0 WHISPERFLO, PS -3019-B ENERGY STAINLESS EFFICIENT, STEEL HIGH INTERFAB PERFORMACE, # HRL-35-714 FULL RATED CARTRIDGE 420 CLEAN & FILTER CLEAR PLUS HEATER MASTERTEMP, ECONOMY 250,000 BTU, # L2E049 ELECTRONIC THERMOSTAT SANITIIZER ICHLOR 30 CHLORINE GENERATOR POOL DECK DATA DECK HARDWARE BY SR SMITH DECK PERMA-CAST ANCHORS PS -3019-B DECK STAINLESS MOUNTED STEEL HANDRAIL INTERFAB HAYWARD # HRL-35-714 DECK DRAINS- TWO MOUNTED INTERFAB LADDER STANDARD SPC -3V ECONOMY 640-357xV 2" # L2E049 WHITE GOODS DATA PVC SCHEDULE 40, ALL 2" SKIMMER - ONE HAYWARD AUTO -SKIM LIGHT NICHE # SP1 0841 INLETS — FOUR HAYWARD FIBERGLASS # SP14190 DRAINS- TWO 3 M Scotchcast VGA WATERWAY COMPLIANT SPC -3V 640-357xV 2" OTHER DATA LIGHT Pentair AMERLITE 500 WATT Standard LIGHT NICHE Pentair For Stainless Steel FIBERGLASS #78232400 LIGHT 3 M Scotchcast BONDING Potting Kit 2 COMPOUND NOTES: POOL IS SELF CONTAINING. WATER IS DRAWN THROUGH THE POOL SKIMMER/DRAINS, TO THE PUMP, THEN FILTER, THEN HEATER, THEN CHLORINE GENERATOR, THEN RETURNS TO THE POOL THROUGH THE INLETS. ALL PVC PLUMBING IS 2" TO PROVIDE GOOD FLOW. A MULTIPORT VALVE IS INSTALLED IN FRONT OF THE PUMP TO CONTROL WATER FLOW FROM SKIMMER AND MAIN DRAINS. POOL IS FILLED AND MAKEUP WATER IS ADDED TO THE POOL WITH A GARDEN HOSE. FIBERGLASS POOL IS DESIGNED TO BE KEPT FULL OF WATER AT ALL TIMES. NO DRAINING OF A FIBERGLASS POOL IS NECESSARY. TWO ANTI -VORTEX MAIN DRAINS WILL BE PLUMBED INTO ONE LINE FOR ENTRAPMENT PREVENTION. AS MOST ALL RESIDENTIAL POOLS, THIS POOL EQUIPMENT WILL BE SET OUTDOORS ON A CONCRETE PAD. 2 San Juan Pools of Colorado uses all Pentair circulation equipment. These photos are of basic equipment sets done by us - San Juan Pools of Colorado. Features WHISPERFLO High Performance Pump _4 select Energy Efficient Swimming Pool >PtNTAIP AV Pump Robust thermoplastic with the Cam & RampT"' "see thru" lid design. Self - priming, high flow with patented Funnel -Flo diffusers. 2 in. suction and discharge ports. Motor features threaded shaft and durable commercial duty 56 frame motor with NEMA square flange. • Select 2 -speed WhisperFlo pump models are now ENERGY STAR® Certified: meets strict energy efficiency criteria set by the U.S. Environmental Protection Agency and the U.S. Department of Energy. • Oversized strainer basket and volute - industry standard in pool pumps • Standard and Energy-efficient Square Flange Motors available • Lower HP's deliver higher performance than industry standard • Compatible with all cleaning systems, various filters and jet action spas • Heavy-duty/durable construction is designed for long life • Designed for residential and commercial applications • New motor increases life, energy, efficiency, ease of installation and better cooling for long service life Certifications NSF. • NSF Certified • @UL Certified Product Model Voltage Full Load Amps HP SF 011511 WFE-2 230/208 8.8/4.5-4.4 011512 WFE-3 208 11.2/6.0-5.6 330 011513 WFE-4 330/208 14.8/7.8-7.4 011515 WFE-8 208-230 11.0-10.2 1/2 1.90 Primary Listings port Size SFHP and Certifications 3 (NPT) 0.95 UL', NSF 2" x 2" 3/4 1.67 1.25 UL', NSF2 1 1.65 1.65 UL', N 2 1.30 2.60 UL1, N � T 0" °t Curve Key E F G I 6; Clean & Clear® Plus 4Ec Cartridge Filter select ;;�.WT.,a 1� a- Clean & Clear® Plus Cartridge Filters have a corrosion resistant injection molded filter tank featuring superior strength and reliability. The cartridge assembly uses four easy to clean, non -woven, polyester cartridges. Each filter is supplied with a bulkhead union set for easy installation. Fiberglass tank. • NSF listed • Superior strength • Large filter area for increased dirt capacity • 1-1 /2 in., 100% drain clean-out port • Continuous High F1owTM internal air relief* • Base and plumbing kits now available • Injection molded tank • Balanced hydraulic flow • Tension ControlTM clamp • 100% factory tested • Black bulkhead unions • High Flow manual air relief valve Note: Actual system flow will depend on plumbing size and other system components. Note: Pentair Pool Products does not recommend flow rates above 150 GPM. *Integrated Continuous High Flow internal air relief is operational only when there is unobstructed flow in the circulating system. Operating Limits - maximum continual operating pressure of 50 PSI. Pool.spa (bather) applications, maximum operating water temperature (internal filter) 104 degrees F NSF/I Certifications: Listed Product Model Effective Filtration Area GPM GPM 8 10 12 (Sq. Ft.) Res. Comm. Hour Hour Hour 160310 CCP240 240 90 90 43,200 54,000 64,800 160340 CCP320 320 120 120 57,600 72,000 86,400 160301 CCP420 420 150 150 160332 CCP520 520 150 150 Carton Carton Wt Qty (Lbs) 160` Wal 72,000 90,000 108,000 1 72,000 90,000 108,000 1 .o M MasterTemp° Select ' O[NTA'a ti High Performance Eco -Friendly Heaters , MasterTemp® offers all the efficiency, convenience and reliability features you want in a pool heater, plus a lot more. As easy to use as your home heating system, plus, user- friendly indicator lights make system operation and monitoring a snap. The compact design and super quiet operation won't intrude on your poolside leisure time. Heavy-duty (HD) unit with cupro-nickel exchanger stands up to the harshest of applications, like low pH, high flow or heavy use. Features • Heats up fast so no long waits before enjoying your pool or spa • Best -in -class energy efficiency* • Manual gas shut-off when service is required • Eco -friendly MasterTemp® is certified for low NOx emission and outperforms industry standards • Rotating digital display allows for easy viewing • Tough, rustproof exterior handles the heat and weathers the elements Note: The MasterTemp Heater is certified for Low NOx emissions. * Standard Copper Heat Exchanger 84% Efficient. Heavy-duty (HD) Cupro-Nickel Heat Exchanger 82% Efficient. Certifications CSA -star Certified �- CSA -flame Certified Part # Gas Type BTU (000's) Carton Qty Carton Wt (Lbs) 460792 Natural 175 1 128 460793 Propane 175 1 128 460730 Natural 200 1 128 460731 Propane 200 1 128 461000 Natural 200 ASME 1 138 461001 Propane 200 ASME 1 138 460732 Natural 250 1 133 GM °t 460733 Propane 250 1 133 ��eatF``d9� 460771 Natural 250 ASME 1 120 o��`s` 460772 Propane 250 ASME 1 120 ��td�o9 460806 Natural 250HD 1 136 IChlorTM Salt Chlorine Generator Ordinary Table Salt. Extraordinary Technology. 4 select PENTAIR The iChlor Salt Chlorine Generator features smart technology that provides built-in intelligence for unmatched convenience and control. Just add salt to generate all the chlorine your pool needs. IChlor produces a steady stream of pure chlorine for softer, silkier pool water. It's the easiest and most effective way to maintain a sparkling clean pool. Automation Ready Seamlessly interfaces with Pentair EasyTouch® and IntelliTouch* Automation Systems. Used with ScreenLogic2® Interface, you can control it from anywhere at any time — even from your AppleWatcho or Amazon EchoTM FEATURES Smartsense Detection Our advanced features deliver consistent operation and important safeguards to protect your family. • Detects your automatic pool cover • Reduces chlorine output when the automatic pool cover is closed • Detects IntelliFlo® Pump activity • Prevents the generation of chlorine when the pump is not activated AMERLITE FOR POOLS & SPAS The World Standard of Reliability for Pool Lighting Amerlite, the world standard of reliability for underwater lights, features a stainless-steel shell, a 8.375 -in. prismatic tempered glass lens and a stainless-steel face ring with uni-tension clamp. Amerlite systems are UL Listed to install in full-sized Pentair, American, PacFab and Purex niches. • World standard of reliability • Superior light diffusion • Low water cutoff • Lens covers available in blue, red, green and amber • Plastic snap -on face rings available for stainless-steel lights All Pentair UL Listed underwater lights are certified for use in fresh water with up to 6,000 ppm salinity. Note: All 120-V pool and spa lights must be connected to a branch circuit protected by a ground fault circuit interrupter (GFCI). Note: All cord lengths over 50 ft. on 12-V lights create resistance that dramatically reduces the light output. This condition exists on all low -voltage lights regardless of design or manufacturer. Notice: Underwriters Laboratories has listed Pentair Water Pool and Spa Inc. lights for use with Pentair Water Pool and Spa, Pentair Pool Products, American Products, Purex or PacFab niches only. To ensure proper grounding/bonding connections, install only Pentair Pool Products lights in Pentair Pool Products, American Products, Purex or PacFab niches. cuy ,, Wheat , Dir:,;,_ r) SAFE -T -COVER, BY COVER POOLS ZODIAC A COVER -POOLS POOL COVER SAVES LIVES. Pool covers offer numerous benefits for swimming pool owners. As a safety device, the cover acts as a horizontal fence, completely sealing off the pool and preventing accidental access to the pool water. Our pool covers are so convenient and easy to use, they can be more effective than other swimming pool safety devices or covers. In seconds, the cover slides across the pool, creating a life-saving safety barrier between a child and the pool water. Cover -Pools encourages layers of protection when considering swimming pool safety. PREVENT DROWNING WITH THE ULTIMATE SAFETY BARRIER. With a Cover -Pools cover you get peace of mind at the simple turn of a key. In under a minute your pool is easily covered or uncovered. Your Cover -Pools cover acts as a horizontal fence for your pool, preventing access by children, pets and uninvited visitors. And while there's no substitute for proper supervision, your pool can be protected even when you're not around. It's a safety barrier that no pool, new or existing, should be without. MAXIMUM SAFETY Cover -Pools pool covers are independently certified to exceed the requirements of the American Society for Testing and Materials (ASTM F1346-91), which sets safety standards for pool covers. Cover -Pools pool covers are UL listed (U.L. file E52841) for A.S.T.M. safety and electrical standards. (+tuImfwr . 4 ASTM RATING SYMBOL FOR AUTOMATIC POOL COVER COVER POOLS- SAVE -T -COVER www.coverpooIs.com FEDERAL AGENCY AND NATIONAL COMPLIANCE LISTINGS Cover -Pools is committed to producing the safest and highest quality pool and spa covers in the world. We are your partners in providing a reliable additional layer of safety for your pool. UNDERWRITERS LABORATORIES INC. LISTING The Cover -Pools Underwriters Laboratories listing number is 181T - File # E52841 WBAH Covers for Swimming Pools and Spas Power Safety Cover, Model Save-T� 3, Classified in Accordance with ASTM F1346-91 WDDJ Swimming Pool and Spa Cover Operators Electric Pool cover operator, Model "Save -T" ASTM ( American Society for Testing and Materials) Designation: F 1346-91 (PSC, MSC, OC) Cover -Pools products Save -T cover and Step -Saver® have been manufactured and are in full compliance with ASTM F 1346-91 Standard Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools, Spas, and Hot Tubs. FCC ID: P86-50306 Save -T Cover Wireless 50305 Note: This equipment has been tested and found to comply with the limits for a Class B digital device, pursuant to Part 15 of the FCC Rules. These limits are designed to provide reasonable protection against harmful interference in a residential installation. This equipment generates, uses, and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception, which can be determined by turning the equipment off and on, the user is encouraged to try to correct the interference by one or more of the following measures: • Reorient or relocate the receiving antenna. • Increase the separation between the equipment and receiver. • Connect the equipment into an outlet on a circuit different from that to which the receive is connected. • Consult the dealer or an experienced radio/TV technician for help. Note: This equipment has been tested and found to comply with the limits for a Class 1, Class 2, and Class 3 Radio equipment and systems under Title: ETS EN 300 683 : 97 and ETS EN 300 200-1 (RES) (EMC) (SRD) operating on frequencies between 9 kHz and 25 GHz. These limits are designed to provide reasonable protection against harmful interference in a residential installation. This equipment generates, uses and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception, which can be determined by turning the equipment off and on, the user is encouraged to try to correct the interference by one or more of the following measures: Reorient or relocate the receiving antenna. Increase the separation between the equipment and receiver. Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. If you have any additional questions please contact Cover -Pools at 1-800-447-2838. City of Wheat RJ('. 23 of 23nupaing Dr, ,, 61 REL -00, COVER <0 POOLS"' Underwriter Laboratories Listing Verification 0 0 L v d1 H Cover -Pools Incorporated is committed to producing the safest and highest quality pool and spa covers in the world. We are your partners in providing an additional layer of safety you can count on. Cover -Pools Incorporated products, Save -T Cover II', Save -T' 3, Step -Saver', and Autosave° pool covers are UL listed for A.S.T.M. safety and US and Canada electrical standards. Cover - Pools pool covers are independently certified to exceed the requirements of the American Society for Testing and Materials, which sets safety standards for pool covers. The Underwriters Laboratories Inc. file number for Cover -Pools is E52841. The UL file number can also be found on the inside of the motor mounting bracket. The pool covers are tested and classified in accordance with the most recent (2010) ASTM F1346-91 standards. Additional confirmation can be obtained from www.ut.com or Underwriters Laboratories' Customer Service line: 1-877-854-3577. WEBSITE INSTRUCTIONS 1. Go to www.uL.com 2. Click on the "Online Certifications Directory" button at the bottom right of the screen. 3. Enter Cover -Pools in the "Company Name" box, or enter E52841 in the "UL File Number" box. 4. Click on the "Search" button. 5. Click on WBAH.E52841, WDDJ.E52841, or WDDJ7.E52841. 6. The file listing will appear on the next screen. 7. Click on the general information hyperlink above the company's name for more information. TELEPHONE INSTRUCTIONS 1. Call 1-877-854-3577. 2. Press "#" to speak to a representatve. 3. Give the representative Cover -Pools file number: E52841 4. Tell the representative which category you would like to confirm: ► Covers for Swimming Pools and Spas (WBAH) ► Swimming Pool and Spa Cover Operators, Electric (WDDJ) ► Swimming Pool and Spa Cover Operators, Electric certified for Canada (WDDJ7) 5. The representative will confirm these listings. a6 V4` 800150 Rel -0003 800-447-2838 • 801-484-2724 • www.coverpools.com ©2014 Cover -Pools Incorporated Go to Table of Contents M s CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1`* S Job Address: Z275- -57- Permit —Permit Number: 76't (?-< (-'�1 � 50 ❑ No one available for inspection: Time AWPM .- Re -Inspection required: Yes Ao ) When corrections have been made, call for re -inspection at 303-234- Date:- 6-1-2qff 03-234- Date:T� jr Inspector: DO NOT REMOVE THIS NOTICE _ Z&)17(71 -39*7do ma bS- INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation vo cwt Pour %,oncreie Prior 10 Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground 3 / Stucco LJo 1140L ..over unuergrouna or eseiow i in -slab work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 3 306 Mid -Roof 3 / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVE, ' AOR ADDITION/�L. a;N. SPECTIONI Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls Z 322 Rough Grading 323 Miscellaneous Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. Final Inspections Date Inspector CommentsInitials 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof Z 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: OF _ Job Address: J71 P 1 5 ," Y,.L Permit Number: '7 T- L) ❑ No one available for inspection: Time % c: kmlpM Fie -Inspection required: Yes - N When corrections have been made, call for re -inspection at 303 -234 - Date: ��� � � Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -,,Mjig Job Address: Permit Number: ; c,l -7 U 7 y, ❑ No one available for inspection: Time �` U A /PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date:— ? T t 7 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201707425 PERMIT NO: 201707425 ISSUED: 09/19/2017 JOB ADDRESS: 3975 Pierson ST EXPIRES: 09/19/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 35 sq (33 sq pitched / 2 sq flat) Pitch = 7/12 (3rd party inspector required) *** CONTACTS *** OWNER (303)210-2718 BEIMERS CATHERINE MARY SUB (720)323-3366 Lance Roberts 170528 LR Contracting Inc *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,600.00 FEES Total Valuation 0.00 Use Tax 369.60 Permit Fee 331.10 ** TOTAL ** 700.70 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical , representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Residential Roofing PERMIT - 201707425 PERMIT NO: 201707425 ISSUED: 09/19/2017 JOB ADDRESS: 3975 Pierson ST EXPIRES: 09/19/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 35 sq (33 sq pitched / 2 sq flat) Pitch = 7/12 (3rd party inspector required) I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document a r its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original_ permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall t be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any or or r Ola on of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. LR Contracting Inc. i 2537 South Broadway Denver, CO 80210 j} (720)323-3366 LR Contracting Inc. BBB. www.LRC*ntractingCoiorado.com Office@LRContractingtolorado.com 720-323-3366 General Contractors Customer Name l 1t 1C C! fs .u:ci5 Date 61,51 Email TM t <+ S & aAAh" Home _ Cell Z/ 27/8 — Street 07'!r5— 5 - City, j 6.(.—c State co _ Zip O©b?3 Insurance Company__ IrCa-14_ Claim# Policy# _ Scope of Work and Materials to be Provided. The scope of work and materials Identified below are the scope of work recommended by LR Contracting; Inc.;. however, LR Contracting is not obligated to perform any part of the scope of workthat is not approved by the insurance company unless you authorize the work and agree to pay for this additional work. In addition, the insurance company is only responsible for the same product, "like for like". Any upgrades are customer's responsibility, i.e. upgrading from shake to the or steel , Tear off existing layers of composition shingles Install decking (7116" OSB) if required Install new base ply Valleys will be closed Re -flash chimneys/ail wall abutments as needed/if possible Install edge metal, rakes and eaves • Install roof material - like kind and quality • Install and paint new pipe jacks and roof vents • Install Ridge(s) - color -coordinated shingles 6 nails per shingle, 130 MPH wind rating • S year workmanship warranty Other repairs may include, subject to final loss statement: Windows Doors_ / �— Gutters Garage Doors f _ A/C Unit Paint Siding ---z _ Deck/Fence_ ,e LR Contracting Inc. will include tarping of all shrubs and landscaping, magnetic sweep for nails, and cleaning of gutters. • 100% of ali funds due to LR Contractin u on • Half of deductible due on first check in cash, receipt from insurance company— ,s CC or check, second a Riue upon job • Includes previous partial payments received completion. _ , • Customer has a 3 day right to rescind contract • Deductible Amount • In the event you breach this contract, penalty of % of the entire • No Trade -outs for deducti le, commonly Insurance claim will be charged . known as rebating-' • Work to commence upon completion of u piements 1 • Entire scope of work completed by -ACV Policy ------ RCV Policy -1 t LR Contracting Inc. Special Instructions `rl wtrwG7 - V Estimates plus supplement go to LR Contracting Inc -LR Contracting, Inc. will provide general liability insurance coverage of $2,000,000, Policy #IG011003219-01 (see back for details). The approximate costs of the services based on damages known at the time this contract is entered is $ __32,�?__ LR Contracti' ng Inc.; however, will perform the scope of work approved by the insurance company for the amount of the insurance approved proceeds, with no additional costs to you except for your deductible. The final scope and price agreed on between the insurance company and LR Contracting, Inc. shall become the final contract price for the insurance approved scope. If LR Contracting is ,notable to get your insurance company to pay for the work, the contract becomes null and void and the customer owes LR Contracting nothing. You will be responsible to pay for any upgrades. Supplemental claims billed by LR Contracting, Inc. that are approved by the insurance company for additional work or increases in costs become part of this contract. rr Approximate Dates of Service: ' s f t 0 t These dates of service are subject to change due to unusual delays in transportation of materials, ordinary weather delays, or by any other causes beyond the reasonable control of Contractor. !!! Notice: The property owner plans to use the proceeds of a property and casualty insurance policy issued pursuant of part 1 of article 4 of title 10, C.115, to pay for the roofing work, pursuant to section 6-22-105, the roofing contractor cannot pay, waive, rebate, or promise to pay, waive, or rebate all or part of any insurance deductible applicable to the insurance claim for payment for work on the covered residential property. Terms: I (We) hereby authorize & instruct the insurance company & all lien holders to include the name of LR Contracting, Inc. as co -payee on any consequent loss drafts or checks after today's date as indicated above. I (We) also authorize any legal representative and/or agent of LR Contracting, Inc. to obtain information necessary to complete any funding process relative to the claim number referenced above. I (We) further authorize LR Contracting, Inc. to pick up in person any loss drafts or checks on my/our behalf and behalf of Homeowner Deposit Amount: $ Date: Rep, initials: LR Contracting, Inc. shall hold in trust any payment from the property owner until LR Contracting has delivered roofing materials at the residential property site or has performed a majority of the roofing work on the property. I (We) agree, by signing below, to all the contract conditions, both front 4fiack of this agreement. Date of Acceptance !6' 34 • i I Tient Signature(s) KL. � 3 Representative lr Dane Lovett _L ' A) 7 `1 2'�7 From: no-reply@ci.wheatridge.co.us Sent: Thursday, September 14, 2017 11:25 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3975 Pierson St, Wheat Ridge, CO 80033 Property Owner Name Jim Biemers Property Owner Phone 303-210-2718 Number (enter WITH dashes, eg 303-123-4567) 41 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Field not completed. Yes 3975 Pierson St - WR - Beimers - Contract.pdf CONTRACTOR INFORMATION Contractor Business LR Contracting Inc Name 'l Contractor's License 170528 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-323-3366 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 2537 S Broadway, Denver, Colorado 80210 (Primary address of your business) Contractor Email Address office@lrcontractingcolorado.com Retype Contractor Email office@lrcontractingcolorado.com Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or 35 17,600 M Flat roof (less than 2:12 pitch), Pitched roof (2:12 pitch or greater) 42 both? (check all that apply) What is the pitch of the 2/12 FLAT roof? How many squares are 2 part of the FLAT roof? Describe the roofing Peel and stick material for the FLAT roof: Type of material for the Rolled FLAT roof: What is the specific pitch 7/12 of the PITCHED roof? How many squares are 33 part of the PITCHED roof? Describe the roofing Replace roof with Owens Corning asphalt shingles, 1 layer materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional Home detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will 43 be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Daniel Castano Email not displaying correctly? View it in your browser. 44 41 1 City of Wh6atlk ��Cclm' ��,jjgc COMMUNiry DEvL-LOPMENT Permit# (pleaseprint): 1phone:563 2,A 0 -2-116 Address: City, State, dip: K�S� Coo ME= 9= LOINS= [a Sam= (Fully describe work to be performed - Attach additional sheet If necessary) =MMIUM - Fil! - 1111 � -1-11, 11 �iiiiiiiiiiiiii III IIIIIN , I! I Bldg Valuation: $ C��2 Y epIrp iZ\ A rA2 » « % % I mr% Awl TRUSS, INC. EA U �i tf (2) J 30 T` R U 24) EX k 0 � __._ P 15 -05 -10 9.09 -113 r • Hi TaWe b-69A dam. e�:o 4 3 -01 -0 12_04 -0 X � 0 c G01 c.a t� a �i tf (2) J 30 T` R U 24) EX k 0 � __._ P 15 -05 -10 9.09 -113 r • Hi TaWe b-69A dam. e�:o 4 3 -01 -0 12_04 -0 X � r ♦ All ♦ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: & Job Address: -~07C) FyS7 as ~f. Permit Number: ~tF (nll , ❑ No one available for inspection: Time 11Vr AM% M Re-Inspection required: Yes to When corrections have been made, call or re Inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303)234--5933_1nspectlcn_ fine (303) 235-2855 Office • (303)237-8929 . Fax r400011'r INSPECTION NOTICE Inspection Type: 1*-)2,,0 - /?o0 Job Address: 3!? 75 Permit Number: 6126,V6 ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No "When corrections have been made, call for re-inspection at 303-234-5933 Date: 10-1.3-09 Inspector: _ all DO NOT REMOVE THIS NOTICE City of Wheat Ridge Faxed Roof Permit PERMIT - 092646 ;'PERMIT NO: !092646 ISSUED: 09/22/2009` 'JOB ADDRESS: 3975 PIERSON ST- EXPIRES:. 03/21/2010 'DESCRIPTION:,.T/o: Install 41; sqs 30 yr O.C.dimensional shingles. ***.CONTACTS ;owner 303/456 6164 Catherine Boyer f gc 303/984-7663 RONALD E. ANTENER 07-0171 1-DERFUL ROOF & RESTORATION ' PARCEL INFO ~2111ZONE CODE: UA USE: UA ;SUBDIVISION: 0195 BLOCK/LOT#: 0/% FEE SUMMARY ESTIMATED PROJECT VALUATION 7,257.00 FEES " Permit Fee :.199.30 ' Total Valuation 00 Use Tax 130.63 } g. TOTAL 329.93 i, "'Conditions: ny6 nail. installation &mid-roof inspection required. Board sheathing spaced more han a 1/2 of an inch: apart requires'. plywood' overlay on entire roof. Ice and ater'shield -required from eave edge to 2' inside exterior walls. .Subject to field inspection. ~'I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the. City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 'I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code ,(I:.B.C). and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. s' 'Signature of contractor/owner to This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration G` date.. An extension may be granted at the discretion of the Building, Official. ) p3. If this permit expires, a new permit may be acquired for 'a fee of one-half the amount normally required, provided no changes have been or will be made in. the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building linspector` twenty-four (24) hours in advance for all 'inspections. and shall.. receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of Sa permit or the approval of drawings and `specifications shall not be construed to bea permit for, nor an approval of, any violation of the.' provisions of the building codes or any other ordinance, law, rule or regulation. All plan review -ppl i s t to field inspections. ignature. of Chi tiu ing Official date NSPHCTION h2EQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 EQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 09/21/2009 17:36 3039844860 1DERFUL PAGE 01/03 - City of..y_ ~ 1/ heC~t ~1.d Date: Permit#. O~ COMMUNITY DEVELOPMENT ~ge { Building Division 7500 W. 29tb Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 x Fax_ 303-237-8929 Inspection Line: 303-234-5933 Facsimile Building Permit Application Property Address; 9~5 ~~l¢.ySo•,.-( S'Y Property Owner (p/ease print): `-0.1 kw, IA~2.~ov Mailing Address: (if different than property address) Address: Contractor_ uL IZ~r i-1 tCa ~c rei'q G'A Contractor License # . ()'7C !'-7 ( Phone: 3 < 'Z . c( LL ~ b 7-2, Sub Contractors: Use Of space (description): Description of work. c7p . .Ya,yl-9A fiction Value- S o ~,C- JO v ✓ d( <'u"~ZY,A<,~J Plan Review (due atrime cf=bmk7af): $ Sq. Ft,/LFt added= Squares 4 L BTU's Gallons Amps OWNERfCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREE6IENT I hereby certify that me setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that l.have read and ailree to abide by all conditions printed on this application and that t assume full responsibility for compliance with the Wheat Ridge Budding Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit Plans subject to I action, CIR(.CEONE:: (OWNER) (CONTRALTO r PERSONAL REPR NTATIVE of (OWNER) (CONTRATTR) - PRINT NAME: SIGNATURE: - ZONING COMMENTS: DEPARTMENT USE ONLY Zoning: Reviewer. PUBLIC WORKS COMMENTS: Revewer BUILDING DEPARTMENTCOMMENTS: Reviewer. FIRE DEPARTMENT.: 0 approved Wr comment p disapproved 0 no evrew r quiraa Eldg Valuation Credit Card Payment: Use credit card listed on fi Print name: fkY1-i~ha t-- Signature: BUILDING DEPARTMENT 237 • 6944 Ext. 255 CITY OF WHEAT RIDGE ~ . Correction Notice Job Located at ~ I have this day inspected this structure and these premises and have found the following violations of City and/or State laws governing same: p ...........V.4~ :~:......r~~- t........ S.s~.~.~~F........ .F.., ~ . ` .........J.~, ~:.C~r! w. <?.f.......G.c.~v ..........`~.w.p.~....G.rr~:.~.-.......h.~ f.. .....E..~~~,.......A~ts!r..L.S....h!s ..t...~~r.z»~~. Lti ~v . ...~....~:.G..~r.....v.....h. ~..u.f.......(~. ~::~m.~. :<r.,.aP You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. DBtB.....I. Inspector for Building Dept. DO NOT REMOVE THIS TAG FOYM WR6-i3 BUILDING DEPARTMENT 237-6944 Ext. 255 CITY OF WHEAT RIDGE . . Correction Notice Job Located at ...19...... . . You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date...... ? Inspector for Building Dep[. DO NOT REMOVE THIS TAG FOqM WF6-i3 BUILDING DEPARTMENT 237-6944 Ext. 255 CITY OF WHEAT RIDGE . . Correction Notice Job Located at .l...d•. `r ...S .........P You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. ~ • c . . ...Date q . . De l~ Inspep... DO NOT REMOVE THIS TAG FORM WR6-32 BUILDING DEPARTMENT 237 • 6944 Ezt. 255 CITY OF WHEAT RIDGE . . Correction Notice Job Located at....3.y/7..,7.r.......J...!.el..Sat.i I have this day inspected this structure and these premises and have found the foliowing violations of City and/or State iaws governing same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. .y Date............/16/1 ,;~1 ~j.....1.,2a<'•`~!r.v..... Inspector for Bui lding Dept. DO NOT REMOVE THIS TAG FORM WR6'2S F T ~ ~ 0 0 0 3 ~ o Q ~ 6 3 S ~ m O I \ J 0 v 0 O a 1 x m O r f n Z Z C) ;l n C ~ 'o m m y ~ m m O w ~ ~ m ~N+. ~ 3 ~ 0 n w m N o S 3 ~ w ~m a m ~ F+• o0 ~ ~ o ~ O p N m c a D 4 ~ a= ~ mm CD 1m f, ~ 0 S 9 O n 0 ~ m ~ m F PENYRNUMlER B94#4910 D ~ r m o ~ m 9 O ~ m O y Z N w ~ V ~ 'd N• N H y O ~j ~ rt H N (D M 0 0 Q F i Z ~ m a ~ I~ O x m p G ~ 3 m c w wm W ~9v3 m 9 n a - mm Gn ~P mmmo l/ rr 3 n~~ ~ ~ m g 0 oam~ H < fD ~ m a ^ c N m ~ ~ ~ m?3m a 2 ~ ~ " oo~ m~_ f n lt h~ f0 § 0 H ~ m ~ D ° 1~1 lJ emn^ :E~ o m m p n ? ~ o m p= ~O ~ O m Qo G ° n ~ I~ 0 ~ mv ~ m 4 mmi 6 ~ ¢;l p 0 O = mv $ c 5~m m(n ngm ~1 ` fm m ~ a 9 `m~O 0 1 b O y ~ w ~ 3Fn ~ v + 2 z b m ~ m . ~ a m K f m ro o c m ~ m o 03`- C7 U~ mfo O ct n=0 ~ N c ~ Oo 00 O ~~'1 0m~ O W t0 W lD N 7500 WEST 29TH AVENUE P.O. BOX 638 WHEAT RIDGE CO 80034-0638 (303) 23-~-590C City Admin. Fax # 234-5924 DATE: Police DepL Fax u 235-2949 July 18, 1995 The City of IAVheat "Ridge Tp; Accounting Department FROM: Director of Planning & Development SUBJECT: ESCROW REFUND Reimbursement requested for escrow funds being held for: Landscaping The Landscaping has been completed to the City's satisfaction. RELEASE TO: William $ Cathy Boyer LOCATION: 3975 Pierson Street Wheat Ridge, C0 80033 P.MOUNT: $1,500.00 Glen Gidley Director o£ Pla & Devalopment ' (OPTION D or E) __,;^ROW AGREEMENT i.ANDSCAPING T0: City oE Wheat Ridge P.O. Box 638 Wheat Ridge, Colorado 80034 The sum oP One Thousand Five Hundred and no/----------------------------------DOLLARS 1,500.00 ) to be held in es,row with City of iVheat Ridge (City of Wheat Ridge, Option D) (Bank, Option E) until landscaping is completed at 3975 Pierson Street (Description) Wheat Ridge, Colorado by William $ Catherine Boyer (Contractor/Developer/Owner) The City o£ Wheat Ridge shall have the absolute right to withdraw the Escrow funds for the pu pose oi" completing the landscaping of 3975 Pierson Street should (Contractor/Developer/Owner) fail to complete or provide said landscaping pr-.or to the date of July 23, 1995 The only requirement to withdraw the Escrow £unds in behalf o£ the City of the City, executed by the Director of said L3partment and witnessed oy the Mayor of the City of Wheat Ridge. Said letter shall state that the landscaping, as above set forth, have not been completed or provided by William F, Catherine Boyer (Contractor/Developer/owner) and that the date o£ July 23, 1995 har •xpirOd. (over) (OPTION D or E) `_tCCROW AGREEMENT LANDSCAPING ;'lD PARKING LOT IMPROVEMENTS -Z- ACCEPTED: (Dire-',or o£ Planning & Department - City of Wheat Ridge) (Bank - Option E) Address Phone Number tractor/Developer/Owner) Address ~ S Date / - ~ -q w _ (r,, (z; . Phone Number Temporary Certificate o£ Occupancy for structures covered by this agreemeit may be issued by the Mayor of the City of wheat Ridge for a time period not to exceed six (6) months upon acceptance o£ this agreement by the City. PERMR NUYlE11 B94#4910 q: F F " F " ✓ a 0 ~ a 0 m 0 ~'I I i ~i ~.k~;xi ~F`. ~ f1fS O 9 -i S m O r ~ Z o ~ a ~ 0 C m ~ m O N y re m O m = m U' o m ~ ~ w (D O ~ a m m c c N• a n m ~ 3 ~ o ~ 0 ~ y m c y m v r. m 0 0; ~ Q' (D D ? .`j ~ ' N m ~ mf ~ I 0 ~ m n r v O 0 D v 9 m m O 9 O 9 0 O ~ 9 r m i N v i L. w N a ~ n C 'D ~ n 0 ~ r~r H m m 1+ O (D ~ ro w ~ CD H O 0 s N N oo~w o0 o no % . I4 n 3E m mmi^ 3 . I mm I ~ D ~ w ~ m nn' _ mao c o ~C m m o m w m a m ^ ~ ~ '`I;~ ,c <o y m m°no ro~ o m ( 0 ° ' aomm 4+-0 d' m?3~ z~ A c n > o M I; 0 ''t w° o yO rM T 3' I^1 9mQ"' O~ HLJ ~dO~ m zO o 11'` mmv~ ° [f p om m > yvo a~o m o°~ 9 rO ~ A m ¢op~~^ 2$ t / „C I1 ~0 m ~ nn m I nQm I i mna < Q 'o z ~"d iI m m y 0 ° [iy ~ K v O 3f ~ ~ b I 300 . ro n m w ~ y m m F o m w o 0 0 3 4 a n ~ m ~-e ~m K - N W ~D ~ s ~ y'x ~ . ~ b ~ ~ WILLIAM J BOYER CA09 SRNrGE MCftEEK BOYRD GOLDEN, CO 80407 pAY TO THE V V • 02DER OF ' n l ~ V t4u merdu Lypcn BANK30MEe MEMO I:044000 041: 040 L i i3 m 106 ~j/~~ Cash Managament Aceount° 415- 25-80I440 - J $ I Sa-0• 6-0 n v P ;nn• O i06 WILLIAM J BOYER m 106 CATHERINE M BOYER VII1~ Casfr ManagementAceount' 22409 SNINGLE CREEK RD ~~~~p GOLDEN, CO 80401 Z r] C PAYTOiHE $ ORDER OF ~oytp I.~ a,. ~ n e ~L `~A~-~ ~n~'.•'"`~„ "`~`c/"~`°~l n"0/Ja D DOLLARS SaA MerriU 6yach BANK=OIIE. e ' ~wJ ja~ M~:044000 04t: 040LLL30723011' Oi06 DATE: A CERTIFICATE OF OCCUPANCY HAS HEEN RfiQUESTED FOR: I PURPOSE OF STRUCTURE: ~ 1 V / Building Dept. Approval: Remarks: n ,y~ / C , . . Zonin9 _APProval : ~ . : , , . . ~ . ~ Remarks : ~ ~ DATE: 14;~-q'Y TO: PUBLIC WORKS DEPARTMENT FROM: Building Department RE: (1, o The property at has been signed off by the Building Department and is ready for a CO inspection. Once the inspection has been completed, please inform the building department as to the status. Thank you. Y INSPECTIONS W!LL NO~ BHE BUILDINGES TE - k : THIS CARD IS POSTED 0~ . I 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE INSPECTION RECORD, f.LL L l•-`: JOB ADDRESS TypE OCCUPANCY CONTRACTOR Joel D. Palmer, 5115 Bristol Street Arvada CO 80002 3975 Pierson Street BUILDING PERMIT NO OWNER Joel D SETBACNS FROM PROPERTY LINES: NORTH SOUTH EAST West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footin s Caissons Reinforcin or Monolithic Weather roofin PniiA Nn CnNr.aF7F UNTIL ABOVE HAS BEEN 51GNED Concrete Slab Floor: Electrical Ground Work ~ Piumbin Ground Work Heatin-(Ground Wo!_ o. n., lkIr,T Pniia Finna llnl7il ABOVE HAS BEEN SIGNED Rou h Electrical Rou h Plumbin AirTest Gas Pi in Rou h Heatin & Ventilation (aDOVe musr oe siyneu Ni wl tv „a......a -~r~~..~.•, Framin ~ Insulation Dr wall nailin Roofin U ~ Refri eration Electrical under round Final • Electrical Fixtures A ' Plumbin Fixtures Heatin &Ventilation Landsca e 8 Parkin ~ t R.O.W. & Draina e ~ Fire De artment Job Com leted B94f14910 DATE ISSUED 5/25/94 Pnlmer OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY, IS ISSUED ' PROTECT THIS CARD ir'ROM THE WEATHER INSPECTION TiCKET 1 J JOB _ DDRESS ~ C c' G DATE: BLDG. ERMITX PERMITN ~ BLDG. / SUBCONTRACTOR h DATE INSP. REQ. 7~~J - J y °7-t TYPE OF INSP. ~ INSPECTION MADE REMARKS ~e -5 e- ifC,-"S-7e- ~ t ~ J `k INSPECTION TICKET JOB ADDRESS ~J-/ -J 1 v DATE: BLDG. PE MITM YCt!G PERMITN BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. 'O~ ` G L( TYPE OF INSP. Ct INSPECTION MADE ~ REMARKS p ,.yn W.R. FORM &19 L 7500 WEST 29th AVENUE DEPARTMENT OF COMMUNITY DEVELAPMENT 237-6944 EXr. 255 P.O. eox 638 BUILDING INSPECTION DIVISION PERMIT N0. g94#4910 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND THE MAYOR - CALL 24 HOURS PRIOR TO INSPECTION TWO SETS OF BUILDIN6 PLANS AND TWO PLOT PLANS MUST ACCOMPANY THIS APPLICATION BUSINESS NAME COPY OF DEED AND ;J1 -W_ SPECIFY NORTH FRONT PROPERTY LINE STREET NAME (CIRCIE FRONT) N E S W SHOW DISTANCES FROM TNE MAIN BUILDING TO ADJOINING HOUSES, STREETS, AND PROPERTY LINES ON ABOVE SKETCH; SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. OWNERS NAME ~k Ci't ( 1.~Q /a w/ CONTRACTOR LIC. N0. ME7ES AND BOUNDS ADDRESS S //5- PHONE ADDRESS -39 7` N CITY / 7/-✓' ZIP CODE ~~UZ -LAT N0. f2 LOT WIDTH LEGAL DESCRIPTION INDICATE 7HOSE OF THE FOLLOWING OFF-SITE IMPROVEMENTS NOW EXISTING: Cur68Gutter_SfreeiPOVinq_Woter_Sewer_StamDroinaps- HAVE ARRANGEMENTS BEEN MADE TO PROVIDE FOR THOSE NOT NOW EXISTING: YES-NO- ARE THERE ANY SPECIAI ASSESSMENTS AGAINST THIS PROPERTY: YES_NO- STORIES Z UNITS REMARKS EXTERIOR MATERIALS~ WALLS -111' .ROOF00A)e . OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT pERMIT FEE y1 I hereby certity ihof ihe above setbock distances shown on ihis permit opplication are accurate, and do not violate U$E TAX e or covenunts easements or resfrictions of re- rules or re ulations of ihe Cit of Wheat Rij bl rdinan es li , y g , g ca e o c apD cord; ihot all measuremenis shown, and alleqations made are accurate; ihat I have read ond agree to abide by all TOTAL FE 9 S-a condifions printed on this applitafion, and ihot i ossume full responsibility for compliance wi}h the Wheat Ridqe N IPTED 8uilding Code (U.B.C.) and all other appli5o6fe~~ot Ridge oc, work under this permit / NS (OWNER)(CONTRACTOR) SIGNED DATE BUILDING DEPARTMENT USE ONLY SO.FT COST •~~~r THE PROPERTY LOCATED AT BASEMENT-ROUGH BASEMENT-FINISHED IS PRESENTLY ZONED~(fem GROUND FLOOR THE PROPOSED USE ( VIS) (_IS NOT) ALLAWED UNDER THE ZON NG ORDINA E. SECOND FLOOR COMMENTS: ~ GARAGE r OTHER BUILDING COST $ ~L~' ~~vL - , OTHER RICAL PERMIT EC T EL PLUMB ING PERMIT MECHANI PERMIT [ / STATE NO.(2CITY N0. ~q ~ STATE N0. 7"°'CITY NO.1-7~ QTY N0. a~ PLANS REVIEWED (-OK)(_NOT OK) PLANS REVIEWED (-OK)(-NOT OK) PLANS REVIEWED-(-OK)(-NOT OK) NO PLANS NEEDED NO PLANS NEEDED NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF ELECTRICAL PERMIT ~ PLUMBING PERMIT ,p 1 MECHANICAL PERMIT ~ ~ T E TO - S RMIT ISSUED TO PQ Q,Z 1l ~Y^~ 4r ~PERMIT ISSUED T t3-'!~~~ PERMI IS U D PER REQUEST AS PER PLANS NO PER REQUEST AS PER PLANS N0. PER REOUEST AS PER PLANS NO AS APPROVED AND ON FILE IN MY OFFICE AS APPROVED AND ON FILE IN MY OFFICE AS APPROVED AND ON FILE IN MYOFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR DATE CLEARED BY DATE CLEARED BY DATE CLE D BY IEF BUILDING INSPECTOR HIEF UILDING S ECT HI F B LDING INS EC OR z ' - " DATE DAT DATE CONDITIONS: ~ (I) TMIS PERMIT WAS ISSUED IN ACCOFDANCE WITH THE PROVt510N5 SET FONTH IN YOUN APPLIGpTION 4ND IS SUBJEGT TO THE LAWS OF THE STATE OF COLOXADO AND TO TNE 20NING REGULIITIONS AND BUiLDING GOOE OF WHEPT RID6E, LOLORADO OR ANY OTHER APPLICABLE ONDINANCES OF TNE GITY. (2) THIS PERMIT SHALL EXPIRE IF (A) THE WORK AUTMORIZED IS NOT COMMENCED WITHIN 31%TY (60) DAYS FROM ISSUE UATE OR (B) TME BUILOING AUTHORI2ED IS Sl15PENDED OR ABANDONED FOF p GERI00 OF 120 DPYS. (3) IF THIS VEFMIT E%PIRES, A NEW PERMIT MAY 6E ACOUIRED FOR A FEE OF ONE-HPLF THE AMOUNT NORMAI.LY HEOUINED, PRWIDED NO CHAN6E3 HAVE BEEN OR WILL BE MpOE IN TME ORIGINAL PLANS PND SVECIFiCATI0N5 AND ANY SUSPENSION OF ABRNDONMENT HPS NOT E%CEEDED ONE(I) VEPX. IF CMANGES ARE MpDE OR IF SUSPENSION OH ABANDONMENT EXCEEDS ONE (I)YENR, FUIL FEES SHALL BE PAID FOR 4 NEW VERMIT. (4) NO WORK OF ANY MANNER SHALL BE DONE THAT WILL OBSTROCT THE NATUFA FLOW OF WATER CAUSI G A DNAINAOE PROBLEM. (3) GONTRAGTO ALL N TIFY THE BWIDING INSPECTOR TWENTY-FOUN (24) URS IN ADVANCE FON A4~ NSPEC7dNS~ AND SHALI RECEIVE WPITTEN AFPROVAL ON INSP TIOI CARD EFORE PROGEEOING ITM SUCCESSIVE VH45E5 OF TJOB ` J ~I APPROVED C IEF BUILDING INSPECTOR ` FOR MAYOR I ~ T 26X,6~z , /O /J C Z ~ r~V r ~~i X14 `~s~ o w Cl) c~ ~ C Lt' Q a _ z tr ~ ~J Q WESTRIDGE SANITATION DISTRICT 3705 Kipling Street - Suite 101 Wheat Ridge, Colorado 80033 May 10, 1994 To Whom It May Concern: This is to verify that sewer service is available to 3975 Pierson St Lot 8 - Brookside Sub 3970 Pierson - St Lot 9 Brookside Sub 3860 Pierson St Lot 1$ Brookside Sub , Westridge Sar.itation District Madge Kulp, Ma:ager w.~ ~a w~~.... r..-•_ Cert::iute af YsLt: and Sowe= S+rvlce Ava:ls2i::ty ILte Job Ad d~:ilGing Pe:m.: No. ~'ress 3975 Pierson OS/OS/94 8 Applewood Village Estates Dse of 3u:2ding sote tc'Ilpplir-MnL: Suilding pez'mtt r21 mt De tssuad rlthoaL tlis Cer:ificate o- Se++es and Kater Service Availability signed bSr ttx Disirict or •genry svpplgjng rernices. Owner Addi-eSS T+eiepbcne Xame pf Sarutatian Diriri< or 1lgency ! 7 szWER sxxvrrE xvu~.J.s:.X svi~ ~APER!£.'T NO.VT,IS~LE_.T ~ C•••,•••nu or Conditians: Sbereby oe-.ifj that ava:2abi.Uty o_ se-rviee is ss tadieated above. Sigaa.ure of .►u:horized Agenz pate Catn=g Hea1-.h DepL.: Siy^.~atue Date The Consolidated Mutual Water Coinpany Fame o: Water District or 11.gencg iATER SERYSCE .IYS.I7>lBLE ( ) Wl,=R SERYSLT H0: AVhZ:.T.BLE COLORADD F'E::. P£RY'=" 1VO- ConcienLS or Canditions: Subject to the Company's rules, regulations and re uirements for domestic water service. SbereDy Cert;.y t avail iZity of sezvice is ss in'ic+ted above• Signature c. Jtuiho=.!zed age.:t Dar Review: _7e°_°e:son County Heal'h - Sigr.azure Dete E, er2i ~ ~ ~ COMPLETE ENGINEERING SERVICES, INC. SUBSURFACE INVESTIGATIOV +k14D ENGINEERING ANALYSIS PROPOSED SINGLE T .4)4[L1' RESIDENCE 3975 Picrsou Strect, Lot 8 3970 Picrsor. Serect, Lot 9 3860 Picrson Strcct, Lot 14 ➢rooksidc Subdivisiou Vlhcat Ridgc, Colorado Prerane:! Far: Pa(mer Cu:t,rn Homcs AI(i illrrn: Mr. Jo::I P;ilmcr Proje<t No. 94-2862 April 13, 1994 912 TWELFTH STREET • GOLDEN, COL(7f1.4D0 80401 •(303) 279-6418 • FAX: 279-6350 TABLE OF CUNTENTS SCOPE ..........................................................1 PROPOSED CONSTRUCTION AND SITE CONDITIONS ......................1 SUBSURFACE CONDITIONS ..........................................2 FOUNDATION RECOMMENDATIONS .....................................3 INTERIOR FIAOR SLAB CONSTRUCTION ...............................4 DRAIN SYSTEMS ..................................................5 FOUNDATION BACKFILL ............................................6 LAWN AND LANDSCAPE IRRIGATION ..................................6 INSPECTION AND CONSULTATION ....................................7 FIGUH:ES TEST IiOLE LOCATION PLAN .................................Figure 1 TEST HOLE LOGS .................................................2 SWELL-CONSOLIDATION TEST RESULTS............................. 3-4 DRAIN SYSTEM DETAIL ............................................5 PROJEC7 N0. 94•2862 April 13. 7994 Page 1 SCOPE A geotechnical and geological er.gineering investigation was conducted at the sites of three proposed single family residences to be constructed in Lots S, 9, ar.d 14, Brookside Subdivision, Wheatridge, Colorado. ' The investigation was conducted tn determine the best type of , foundation system for the structures. Recommendations for design and construction based on soil and groundwater conditions have also ' been given. _ Information contained herein is based on a field and laboratory investiqation and experience with similar projects. PROPOSED CONSTRUCPION AND SITE CON:7I'IIONS The structures will be multi-level single family residences with crawl space and/or garden level basements. Full depth basements should be avoided on these lots. A wood frame, wood or brick veneer superstructure will be suppaa:*_ed by a reinforced concrete foundation. The sites are currently vacant and 3re located within a developed portion of the subdivision. The sit.es are relatively flat with no significant topographic relief within the proposed building areas. The qeneral area is underlain Ly shallow bedrock of the Denver/Arapahoe Formation. Vegetation consists of miscellaneous sparse grasses, weeds and ground cover plants typical of recently disturbed qround in the area. _ PROJECT N0. 944862 - April 13, 7994 Page 2 SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling one foundation design test hole within the approximate buildinq area of each lot. The test hole locations are shown in Figure 1, Test Hole Location Plan. The foundation design test holes were drilled to a depth of 25 feet and samples were taken at various intervals based on soils encoun- tered and anticipated foundation and floor slab bearing depths. Detailed soil and bedrock descriptions and Standard Penetration test results of foundation test holes are shown on Figure 2, Test Hole Logs. Five to eight feet of slightly sandy to sandy, soft clay overlays very silty, slightly clayey sand. Four samples of sandy clay from depths of three and six in TH-1 srtd. TH-3 were tested to determine swell-consolidation potential. Results of these tests are presented in Figure 3. Tests indicate the clay soils have very low to nil swell potential at their natural moisture content. The samples did not swell when saturated and loaded with a surcharge of 1000 psf. Clay soils may experience shrinkage and subsequent swelling with changing moisture content. Surface drainage recommE:ndations contained herein should be followed to help maintain coristant moisture in foundation support soils. Groundwater was encountered durinc'drilling operations in all holes at the depths of five to eight feet, and was present at 24 hours later at the depths of four to five feet. This depth should be representative of the static water table during the time of year holes were drilled. I' i ~ PROJECT N0. 94•2862 April 73. 1994 I.IPage 3 Due to the geologic and topographic location of the site, it is „ possible that the groundwater table will become more shallow during periods of heavy precipitation and high surface infiltration. Groundwater is typically higher during spring and early summer. Groundwater may become shallow enougYi to affect basement areas and cause flooding. Maintaining a baseinent depth of less than four feet below existing grade and drairiage recommendations contained herein should control shallow groundwater and prevent flooding. Soft and saturated soils may be encoiintered at basement foundation bearing depths in the excavation. Potential for problems with shallow groundwater is usually hiqhest during April through June. Stabilization measures may be necessary if soft and/or saturated soils are encountered. Potential for saturated soil problems is moderate to high. Using track mounted excavation equipment will minimize potential for problems wikki saturated soils. FOUNDATION RECOMMENDATIONS The structure should be supported on a continuous spread footing foundation designed for a maximum contact pressure of 2000 pounds per square foot. walls should be designed to withstand an equivalent fluid pressure of 30 pcf irom backfill soils. Isolated pads used to support column loads may be designed for a maximum contact pressure of 2500 F»f based on a minimum pad size of two feet square. Contact pressure should be calculat.ed using full dead load plus full live load. Footing size should be proportioned as much as e PROJECT N0. 94•2862 April 13, 1994 Page 4 practical to maintain even contact pressures and reduce differen- tial settlement. Contact pressures have been calculated based on an allowable settlement potential of 0.25 inches and anticipated swelling pressures. A factor of safety of three was used for bearing capacity determination. Footings should be constructed on ur.disturbed natural soils which are smooth, even and free of trash, debris and rocks over four inches in diameter. Foundations should not be constructed on frozen or saturated soil. INTERIOR FIAOR SLAB CONSTRUCTION The builder should be aware that concrete floor slabs placed on The only positive means of preventirig slab movement is construc- tion of a suspended floor over crawl space. Apparent expansion potential at basement floor depth does not warrant construction of a wood flooz. A wood floor suspended over crawl space would reduce the risk c>F flooding and water damage in below grade habitable space. The following procedures should be implemented to promote better slab performance if some risk of movement and flooding can be tolerated. 1. soils should not be compauted more than necessary for excavation and should not be all:)wed to dry excessively. The bottom surface of the excavation should be thoroughly wetted 24 hours prior to slab placemer.t.. i,, w PROJECT N0. 94-2862 April 73, 7994 Page 5 2. Concrete slabs should be reinforced with steel mesh and should be separated from all bearing members and utilities to allow independent movement ( i.e., a"floating slab"). 3. Joints should be scored in the slab at maximum 200 square foot areas. 4. A minimum void space of two inr_,hes should be constructed above or below any non-bearing pai-tition walls placed on the slab. In finished areas, any furring strips, dry wall, paneling, etc. should stop a minimum of two inches above the floor slab. 5. Piping should not be placed under the floor slab, if hot water heating is used. A flexible connection should be utilized to allow some movement between the furnace and the heating ducts, if forced air heating is used. 6. Foundation drain systems and landscaping should be completed in strict compliance with recommendations outlined herein to help prevent wetting of slab support soils. DRAIN SYSTEMS Due to the unstable nature of soils when saturated and the potential for excessive surface wat.er infiltration and/or shallow groundwater, drain systems shoulct be constructed around the exterior and interior foundation perimeters. Drain systems should be constructed in accordance with details shown in Figure 5 and graded to a sump pit (or pits) in the basement. Excess water should be i-emoved by an automatic sump pump placed a minimum of three feet below foundation bearing depth. Particular attention should be given to proper grading of drain pipe. Improper grading, such as high or low spots in the drain pipe, could result in damage to the foundation and superstructure by over wetting of foundation beai:•ing soils. PROJECT N0. 94•2862 . Fpril 13, 7994 ' Page 6 A minimum six inch thick layer of washed gravel or crushed rock below the basement floor slab will help control shallow groundwater and prevent flooding. A gravel la'yEer is not required, but should be considered. FOUNDATION BACKFILL Backfill placed against foundation walls should be free of trash and fragments of rock over six inches in maximum diameter, moistened and compacted enough to prevent excessive settlement. Excessive compaction may damage fotandation walls. Foundation walls should be a minimum of seven days old prior to backfilling. All walls over 4.0 feet high should have floor systems in place or be well braced t:o prevent damage from lateral pressure. The area surrounding foundation wal'!s should have a positive slope away from the.walls. A one foot d:rop in elevation for the first ten feet away from walls is recommended. The owner should periodically inspect the surface around the foundation to locate and correct grading problems which may occur due to settlement of foundation backfill. I1,WN AND LFfNDSCAPE IRRIGATION Due to the unstable nature of soils when they are saturated, lawn and landscaping irrigation should be c:ontrolled as much as possible to prevent additional wetting of suhsoils. If a sprinkling system is installed, heads should be placed so that spray does not fall within five feet of foundation walls. PROJECT N0. 94•2862 April 13, 1994 Page 7 Decorative landscaping, such as rock and/or bark should be used in areas directly adjacent to foundation walls. Shrubbery planted within five feet of foundation walls should be hand watered and , this watering should be minimized. Downspouts and sill cocks shou].d not be allowed to discharge directly onto the ground surface. Splash blocks and/or downspout extensions should be used whereve.r possible to discharge water beyond the limits of foundation backfill where backfill soils are not covered by pavement and/or sidewalks. The owner is encouraged to read Landscaping and Home Maintenance on Swellina Soils, Special Publicat.ion No. 14,_ available from the Colorado Geological Survey. Alth:ugh there appears to be limited potential for soil expansion, recommendations contained in the report are still applicable for preventing excess moisture in foundation support soils. INSPECPION AND CONSULTATION In any subsurface investigation it. is necessary to assume condi- tions encountered in the field investigation are representative of the site. However, there are occasions where actual conditions differ from those encountered durirnj the field investigation. Subsurface conditions should be verified through visual inspection of the foundation excavation by a:representative of this office prior to foundation construction. Drain system construction should also be inspected to insure comp'-iance with these recommenda- tions. „ ~ ~ ~ ~ i PROJECT N0. 94•2862 April 13, 1994 Poge 8 We are available to discuss the contents of this report with you. Please contact us if you have qi.iestions or when further consulta- tion or inspections are requized. Complete Engineering Services, Inc., ~ak .A~~ Dale W. Guillen, E.I.T. Reviewed by, Edward D. Ford, P.E. TEST HOLE LOCATION PLAN LOTS 8,9,14, BRQoK.SIDE SUBDIVISION JEFFERSON CO Ulv"TY, COLORADO REST 38TH PLACE EXPLANA7TON • 7H-1 FOUNOA7)ON DESIGN TEST HOLE PROJECT N0. 94-2862 _r~ ~ u• o so• Tut hd~ rre lo<atW ualnq taphq ond map mao.wsnanL LocaUona ~hould be connlMr~d scALE: Y' su' oacurala oNy to Na doqrea ImpI1W by Ua m.Nod u.ed. COMPLETE ENCI1dGERTNG SL'I2VICES FIGURE 1 TEST HOLE, LOGS rH-I rH-2 ,z -c 12 -c ,z -C - o ] 8/16 - 12 EXPLANATION: 171771 CLAY; slightly gravelly, slightly sandy to sandy, soft, moist, hrown, (SM). ~ SAND; slightly clayey, very silty, sofr., wet, brown, (SM). Indicates Iocation of standard penetration test. Indicatea 13 1+7/12 blows with a 740 pound Fammer folling 30 inches were required ~ S-C to drive a 2.5" diometer sampier 12 inchee. - S-C Indicates sample tested ror 9well-consalidation potential. ~ Indicotes approximate locat'iu.n of boundary be[ween lithalogic i units. Transition may be grndual. = Indicates depth to water meamired at given number of days after drilling. PROJECT N0. ! r r 94-2862 ~ COMPLE'I'E ENGT]JEERING SERVICES FIGURE 2 TH-3 STVELL-CONSOLII)ATION TEST RESLTLTS TURE CONTEM: 20.5 9," IT DRY WEIG HT: 103.6 PCF SCRIPTION: CLAYEY SANO, VERY h 4FR'S ~ OM: TH-1 AT 3 FEET CONSOL UNUER COMSTAM' Z PRESSURE DUE TO WETTINC x ~ 4 ~ g 5 ~ 0 9 6 ~ ~ ~ 2 i t ~ :a 0 0.1 1.0 APP'.IED ?RESSORE (ks[) 10 MOISTURE CONTEM1fi: 22.8 UNIT DRY WEICFfi: 105 1 PCF . . DESCRIPTION: CIAYEY SAND, VERY MDIS FROM: TH-7 AT 6 FEET CONSOL UNDER CONSTAM ~ ~ PRESSURE DUE TO WEfiINC ! I - i.u APPLtm ;PJ.I.'SIIRE (ksf) 10 100 PROJECT N0. 94-2862 COMPLETE ENGINEERING SERVICES FIGURE 3 u SWELI,-CONSOLII)ATION TEST RESULTS ~ ~ ~ t X o t S ~ z O i 3 4 ~ ~ 2 1 0 1 ~ ~ 2 3 i 3 I ~ i MOISTURE CONTEM': 74.2 7, UNII' DRY WEICHi: 111.6 PCF DESCRIPTION: VERY SANDY CLAY FROM: TH-3 AT 3 FEEf ~ ~ NO f.HANCE UNDER CONSTAM PRESSURE DUE TO WEiTINC ~ 70 100 ArettIn rRessuxe cxsn MGISTURE CONTENr: 18.3 7 UNIT URY WEIGFfT: 100.1 pcf ~ DESCRIPTION: Cloy, sandy, light brown. FROlA: TH-2 at 3.0 ft. 177 SWELL UNDER CONSTANi PRESSURE DUE TO WETTING 0.1 1.0 10 100 ar.ILiD russuu (xsr) PROJECT N0. 94-2e62 COMPLE'I'E' .-ENGINEERING SERVICES FIGURE 4 DRAIN SYSTEM DETAIL CONVENTIONAL SPF.EAD FOOTING FOUNDA'I`ION FINAL GR4DE cOvER Wn+ +s uiu wisnc nw oECOwmvE caavEL io FOUNDATION WALL FOUNDATION -EXCAVATION 3/4" EXPANSION JOINi CONCRETE FLOOR SLAB FILL WITH CR4VEL OR COMPACTED SOIL BACKFILL + 5 MIL POLYETHYLENE GLUED TO WALL ANO EXTENDED ALONG BOTfOM OF EXCAVATION MIRAFI 140N f'I_iER FABRIC OR EOUi'Y. - MINIMUM 8" CLE4V GRAVELJ (MINUS 3%4") 3" DIAMETER PERFOti.4TIiD PIPE MINIMUM SLOPE 1/£" PE:R FOOT. DISCHARCE TO SUMF N911-1 AUTOMATIC PUMP OR GRAVIlY OUTFFLL. MIRAFI 144N FILTER FABRIC OR EQUIV. ♦ ~ N AS DEG. MA% PROJECT N0. ~ 94-2e62 J COMPLETE EINGINEERING SERVICES FIGURE 5 'V Y~ ✓ ~ ~ ~ w U 1- O ¢ N ~n t RECEPTION,NO. 93162410 cI:.40 RECORDED IN COUNTY DF JEFFERSON STATE OF COLORADO 10/12/93 12:30 4. ~ WARRANTY DEED JH5DEFA, Made this 29th day of Septembec , 1993, between APPLEWOOD VILLAGE ESTATES, tNC., A COLORApO'CORPORATION of the 'County of JEFFERSON and State of Colorado, granlor, and ¢\,g/1 PALMER CUS'POli HOMES VwJ whose legal address is V7+CANT of and State of Colorado, granlee: of the County WITNESSETH, , lhat the yraNOr, lor and in consideration of the siim ol ONE HUNDRED SIXTY FOUR THOUSAND ~AND N01100_________________________________________________________ DOLLARS, the rewipt arid sufficlency of which is hereby acknowlodged, has grant:cl, bargainod, sold and conveyod, and by these presents does grant, bargain, soll, convey and conlirm, unlo Ihe yranleo, his hcirs ard assiyns lorever, all the real proporly loyether wilh Improvernenls, if any, siluale, lying and being in the Counry ti JEFFERSON and Slate o( Colorado described as lollows: LOTS 8, 9 AND 14, APPLEWOOD VILLAGE ESTATES SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO. also known by slreot and numbor as VACANT LAND, APPLEWOOD VILLAGE WFIEATRIDGE, CO 80033 TOGEfHER wilh all and sinyular the heredilamen4s and appunenances therelo belonging, or in anywiso appertaining, and the reversion and reversions, remainder and remainders, renls, issuosand prolils thereof, and all Iho estale, riyht, lillo, intoresl, claim and demantl whalsoever ol the ymnlor, eithcr in law w equily, ol, in ar A b Ihe above bargained premises, wilh the heredilamcnls arid appurtenances. W HAVE AND TO I IOLD lhe said premisos above baryained and clescribed, wilh the appurtenances, unlo Ihe granlee. his heirs and assigns forevec And the granlor, lor himsell, his hoirs aid 4x:rsonal reprasentaUves, does covenan6 grant, bargain and agree to and wilh lha grantee, his heirs and assigns, lhat al the time ol IY e c:nsealing and dolivery ol Ihase presen4s, he is well soized of the premisos above conveyed, has gootl, sure, peAacl, absolute a:id ndotoasible eslale of mheritanco, in law, in fee simple, and has good righl, lull power and law(ul authoriry lo granl, bargain, sell and wnvey the same in manner arid form aloresaid, and Ihat Ihe samo aro froe aod clear Irom all former and olher granis, baryains, salee, liens, taaes, assessmenls, encumhrances and resinchons ot whaP ever kind or naWre soover, ozcepl genoral laees for the current year and subsequent years and subject lo reslricfions, resorvaiions antl covenanls ol record and excepl easemenls and righls ol way ol re;wd, il any, arid except NONE. Tho granlor shall and will WARRANT AND FOREVER DEFEhD tho abovc-bargained premisos in the quiel and peaceable possession of the granleo, his heirs and essigns, againsl all and ovep, porson or persons IavAully clainung the whole or any part Ihereol. The singular number shall include tho plural, Ihc plural lho siny dar, ~nd Ihe use ol any gendor shall be applicable lo all genders. IN WITNESS WHEr~EOF, lhe yrantor has execulod this dood on .hc dale set IoAh above. /1/ a / . , . , Y y STATE OF COLOHADO -I 3,•~ COUNTY OF JEFFERSON . ss. The foregoing inslrument was acknowledged belore me Ihis 29th Ip~,d~ay, of September bYAPPLEWOOD VILLAGE ESTATES, INC.bv M') Au";A1 ! ~CjfAf;Y 'r..;.nn..unr In.aiM.iW and." Wilness.my hand and official soal. My commis~ion ezpims`,,, je RON OLSON 1993 J ,,s11!S VIDUAL WARRANTY DEED (NOTasJointTz~nams) OurFileNumbcr: 970404 DEPARTMENT OF PLANNING & DEVELOPMENT REQUEST FOR PUBLIC WORKS REVIEW ~ Date: 0 ~7Case/Building Permit No. LF9/6) Location: ~ ~7 S Please review the attached materials submitted in application for approval of a , and indicate your decision on those items ctieck below, and please add any other comments which you may have under number 16. 1. M Houndary Cli 2. p Area: 3. O Drainage: a. Drainage b. Drainage c. Drainage be: Dsure:OOK L=! Not Acres plan (and report) ne, Plan not needed provisions have been d OK C7 Not OK; refer to Stipulations _ Square Feet 3d0d d reviewed and are found to OK; refer to Stipulations 4. o Legal Description: o OK M Not OK; refer to Stipulations If not okay, please explain: f. 5.C]Public Improvements: a. Street Paving needed Y~ b. Curb & Gutter needed Y~ c. Sidewalk needed Y(If~ d. Street Lights needed Y e. Storm Sewer needed Y tJ f. Escrow required Y N if Escrow required, £or what improvements? in what amount? 6. Ci Development Agreement required Y~ Z£ Yes, for 7. C1 All necessary documents have been initiated by Public Works and are attached hereto: 8. L~ Is a traffic impact analysis and report required7 Y0 9. M New roadway or alley R.O.W. dedication is recommended:Oa If yes, what is recommended; 10. O All existing dedicated roadways and alleys meet the standards of the City: • If no, which do not and what is requested: ll.l=] All existing and proposed dedYcations have been reviewed and found to- be: g--"K C1 Not OK; re£er to numbers 8& 9. 12. Approval: T ublic Wor Department has reviewed this request and hereb giv it approv l, subject to the above and/or attached stipulat ons cf~ 5' - Z o--AK S nature Date 13. 1:3 The Public Works Department has reviewed this request and does not approve for the reasons stated: Signature Date 14. p Stipulations attached: Yes No 15. O DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY: 16. pc/reqPWreview rev.01/89