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9805 W. 36th Avenue
City of g W heat fdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us *** Please complete all highlighted Property Address: Owner Property Owner Email: Mailing Address: (if different WWI efNit AppRgatio FOR OFFICE USE ONLY Date: // //'7//7 Plan/Permit #� l 7 on b 1"i sides of th form. Inco plete appli tions y AUS G,�t N Phone: !&'L I 5Ngj���' � 0n -cy, C- ti erty address) Address: )q 00 Ir-aNL 1Q? L'V V City, State, Zip: �G,;N, (L (,v '%21J'4 - %- not!*processed. *** Architect/Engineer: !S)AL ► t S J�xS I NF --PP- /^-(1 (',ON St.� L�"/-t �v-t-5 T'V e Architect/Engineer E-mail: ckkap,,,A, K 7 Contractor: kl-rLt S i o f,) �`^^�yS LLC-- Contractors LLContractors City License #: / 06 Phone: 30 .5 Z9 lcg %Z G 0 Contractor E-mail Address Contractor E-mail Address: "6016 �[.C, �{�� Gih&C . GwH�[.C, �{�� Gih&C Sub Contractors: Electrical: Plumbing: Mechanical: �) �/, W.R. City License # f (j �� W.R. City License # 11 61q� W.R. City License # / 36 4/LA s L_ Ev K a111.$) 0 (a -t 2 avAj,& 1''i H6,A'fi rj Other City Licensed Sub: �Y+F"c.1.�Aavl L4 Other City Licensed Sub: QCl City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT [OTHER(Describe) JNT<.ia ter N Vy%00r-.,G— (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) W\ A,► rJ r -100A MA-5'rrr-'R l PrTtt gaVV4 , CN Aolr hr( -c -/4M P- \9 ^OvF C.v `fk-T.ltr/ aF s-rA s 125 no,S c v►r4 t.L 1111,,q� vvtT � ✓rKo•�z Lo -/%,T? 3FA�''�`' 4, r-''°"'''\ �w 2 s'-rt�-w�'�,tQ-/kL ��'�g ,v . r'�A��. n►��vT �o.ctGF 3P��L� GVI-d-VIE (.Oc,^-D oxn o -F i,Aa.�►tir� v tr �T trv� pp _T >,I t2 �-t,�2 Or�..i` a. '�crv�✓i p� 'p L (.�� F,�T ►3 t� to Prr X9 Sq. Ft./LF M eZSS f!:� f2 $S Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) AXI 5S ► 11-1 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUT RIZE)),REEPPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: Z/1 t DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: Building Division Valuation: $ i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE / 1 Inspection Type: ql ' r EA)_,?F! "ah 4F 414F Job Address: �' ��—' ` Wile t Permit Number: ' 0 r- W ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes (o) When corrections have been made, can for re -inspection at 303-234- Date:- !1ih—inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE ?f' Buiildirt!lnspection Di ion (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: q0 EV1d Job Address: 61#0i w 361 L Ave. Permit Number: 2. o11 00 qLj# i X,'yt-'dv,3 l J ❑ No one available for inspection: Time qi /PM Re -inspection required: No When corrections have been made, call for re -inspection at 303-234-5933 Date: inspector: Nre., (~.l'rN' DO NOT REMOVE THIS NOTICE A 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: rz 4 Job Address: MW V ,I AI , AvL Permit Number: -201LIW I iaffm ❑ No one available for inspection: Time �; y Re -Inspection required: a No When corrections have been made, call for re -inspection at 303-234-5933 Date:Al L41 10 Inspector: Dart, L OVC'.'l i 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 C� INSPECTION/ NOTICE Inspection Type: YQ�//�� Job Address: 9 OS Gc) -3(,-Ih 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: ` ® nspector: �-+ 1G PL -C 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: YO S-- E- nc I l7f -C �c�n t' Cc, i Job Address: V 2k4 �1,e, Permit Number: 0I000 q((? ❑ No one available for inspection: Time `171,OD Re -Inspection required:es) No When corrections have been made, call for re -inspection at 303-234-5933 Date: 11/ 7/1� Inspector: Darr 'Lovett 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: 5/ w eA Pall Job Address: Uj�- Permit Number: a0lf001 qB ❑ No one available for inspection --Time U AM M Re -Inspection required: Ye No When corrections have been made, all for re -inspection at 303-234-5933 Date: /0- 1' 1 � Inspector: 9 DO NOT REMOVE THIS NOTICE f" A i CITY OF WHEAT RI,DQE Building Inspection Division u� (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Mo A)o P,_)QV_.C) Job Address: Y/ J.t, Permit Number: ;7 (� [x -)G L� C3 ❑ No one available for inspecti : Ti e l A /PM Re -Inspection required: Yes No *When corrections have been mad call for re -inspection at 303-234-5933 Date: T27 6 Inspector: r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT R)pGE 1� 3wid ng Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 9C)(:)CL l o E 1 0-d--, PSV -e Permit Number: 2c_. i't (-xm-:1 (14,13 ❑ No one available for inspection: Time `/FM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Dater ! inspector: t DO NOT REMOVE THIS NOTICE I A 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: (�jS0 641on Job Address: 905 W AV e Permit Number: 201900'748 ❑ No one available for inspection: Time ( U AM/RM Re -Inspection required: YeV No .12 When corrections have been made, call for re -inspection at 303 -234 - Date:— F, I P ! f Inspector: DO NOT REMOVE THIS NOTICE y A 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: Sol R Job Address: UQL,/ M Permit Number: �0/ 9 0a 9l/3 ❑ No one available for inspection: Time i AM/PM Re -Inspection required: � No When corrections have been made, call for re-insp{e-ccttion at 303-234-5933 Date:,9 / 4 Inspector: "h Z i 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: 12UV6 -r Fruv7j.e Job Address: '?005 (o Permit Number: 4201 ?Ogg i 4B �//X . / ArA ' ❑ 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: 7'_7' i Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE A Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1 W (qh M x Job Address: qfm o5,- w (� � 4yt Permit Number: >20tf (0099-F ❑ No one available for inspection:. me AM� Re -Inspection required: Yes N // When corrections have been made, call for re -inspection at 303-234-5933 Date: 9 , l '11i Inspector: -Tri DO NOT REMOVE THIS NOTICE Dina Kemp From: Sent: To: Subject: Thank You, Bob Gill Director of Construction Operations Precision Homes LLC C:303-868-7260 F: 720-458-5090 000^4, woO 2!0* 0 N44 PRECISION HOMES Bob Gill <bobgi1145@gmail.com> Wednesday, July 18, 2018 12:05 PM CommDev Permits Fwd: permit #2017-09122 ---------- Forwarded message --------- From: Bob Gill <bob ilg 145Agmail.com> Date: Wed, Jul 18, 2018 at 11:29 AM Subject: Fwd: permit #2017-09122 To: Bob Gill <bob ill45 9gmail.com> Thank You, Bob Gill Director of Construction Operations Precision Homes LLC C:303-868-7260 F: 720-458-5090 o an PRECISION HOMES 4f?'019- v /Z,7 ---------- Forwarded message --------- qag- From: Bob Gill <bob &precisionhomeso fcolorado.com> Date: Fri, Feb 16, 2018 at 11:17 AM C CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTIONt NOTICE Inspection Type: -2- 18 ` Job Address: Permit Number: i- =1 ❑ No.one available for inspection: Ti Re -Inspection required: Yes No When corrections have been made, call Dae" Inspector: AM/PM 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: RUV� h Job Address: () Id W Permit Number: 2U I (3 i `jG U M21ZWtQ ❑ No one available for inspection: Time lWq AM/ M Re -Inspection required: Yes NO.-�` When corrections have been made, call for re -inspection at 303-234-5933 Date: -(-0'2-Z-' t6 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge "Residential Plumbing PERMIT - 201801796 PERMIT NO: 201801796 ISSUED: 06/21/2018 JOB ADDRESS: 9805 W 36th AVE EXPIRES: 06/21/2019 JOB DESCRIPTION: Remove and install 98 percent efficient 110 BTUs Gas Boiler and an indirect fired 40 gallon Gas Water Heater. *** CONTACTS *** OWNER (720)299-4852 PRECISION INVESTMENTS LLC SUB (303)885-1456 Brian Debever 170606 Golden Plumbing and HeatingLLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,000.00 FEES Boiler Replacement 40.00 Hot Water Heater 40.00 Total Valuation 0.00 Use Tax 357.00 ** TOTAL ** 437.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; app l�ca le 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 a authorized to obtain this permit and perform the work described and approved in conjunction with th perfpis mrt. I further attest that I m le y authorized to include alI entities named within this document as parties to the work to be fned and that all woto by med is disclod in this document�and/or its' accompanying approved plans and specifications. �a L Signature of /OWNER.!�or CONTRACTOR (Circle one) Date I . This permit ivas issued based on the information provided in thepermit 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 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 issua or granting o permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable of any or nce or 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. City of W heat P,.j-dgc CQMMUMTY D[vLLOPmrNT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a).ci.wheatridge.co.us FOR OFFICE USE ONLY Date: f 2-1 0— Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please prino:k1 J,LL�('Q(, Phone: 6,20 Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor Name:/�we AMda 124& 1.5j % oLut, / 2 City of Wheat Ridge License #: J 106 616 Phone: �� J UCi� (� 5 Contractor E-mail Address: &/-a0 �l� ✓er c Q ° �'d m For Plan Review Questions & Comments (please print): CONTACT NAME (please print):] �lCl ��L�/)E^I% Phone:2_:2�✓ / J� CONTACT EMAIL(p/ease print): >!�/�/�G9� , Ql �� L") 0. 6d i'% Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # 17o666 W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL 0 RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. rvtA)%_ 2 //�19 / L J AS 4L Sq. FtJLF ,y �'�� BTUs 4�/y Gallons Amps Squares Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ / 71 ooLl ` C" C' OWNEWCONTRACTOR 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR or (AUTHORI D PRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): I Z. Z DATE: C� Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE 41:7 Job Address: s-0C� CA Permit Number: l � C>I -Z ❑ No one available for inspection: Time AM/'M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: (O - �' - 15 Inspector: Wti " - 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: H I IZ-' 9 v� I d F, �- ! Job Address: �cJs 0 36 -�'k Permit Number: �Do / �S CD ) ( cG--7 5 L K)N ❑ No one available for inspection: Time , 5 AM/ M Re -Inspection required: Yes to When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: F- DO NOT REMOVE THIS NOTICE o CITY OF WHEAT RIDGE Building Inspection-lb!vision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Ll 9 - ',r I %-1 A Job Address: 9 B OS w 14ve Permit Number: 2 0 )J3 0 1 s—S WALT ❑ No one available for inspection: Time zs = Ll AMWPM Re -Inspection required: Yes No aE When corrections have been made, call for re -inspection at 303-234-5933 Date:_ �-/ 3 0 / i g Inspector: -T-,L DO NOT REMOVE THIS NOTICE o CITY OF WHEAT RIDGE Building Inspection' vision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -/ 0 9 - F -,"-,'n I Job Address: 6) So _g— w 34, Av-e Permit Number: "d D/ 8 0 l a X11 ra ( PaV-4"a I - v e n-1- cro 0_7L a 4,1 G ke d 40 ❑ No one available for inspection: Time I'a:-? 7 AM4 I9 Re -Inspection required: 0;DNo When corrections have been made, call for re -inspection at 303-234- Date:-S7- 03-234-Date:S a S / 8 Inspector: '-r—A DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8 ` 9 b � _ l . v INSPECTION NOTICE Inspection Type: 24 9 ` P4 VM6 V14 64, 60VO 1,47 - Job Address: qlo!; W 36-m 'jVc Permit Number: Z01 800 R q y W ❑ No one available for inspection: Time /`-30 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 ,)G- 01 f e- '?:S Ill�fsl.c i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE � o ;� Inspection Type: I `� G'�t- Job Address: 9 ,6 0 5+ W )i -N 4V. Permit Number: Z� O ) 1�5 d I a _t21-3-- jo/ ❑ No one available for inspection: Time lel 6' U AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: L -> Inspector: fi 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: Job Address: ISS o 5 Permit Number: C:�) ❑ No one available for inspection: Time Id j-3 AM%&M Re -Inspection required: Yes 0� When corrections have been made, call for re -inspection at 303-234-5933 Date: 5 l S (f Inspector: DO NOT REMOVE THIS NOTICE i City of Wheat Ridge .. r Residential Remodel PERMIT - 201800948 PERMIT NO: 201800948 ISSUED: 05;15/2018 JOB ADDRESS: 9805 W 36th AVE EXPIRES: 05/15/2019 ,JOB DESCRIPTION: Kitchen and bath remodel: replace cabinets, countertops, appliances, fixtures; add new 3/4 bath in master bedroom; replace windows on main floor - 2,922 sq ft total; reroof with asphalt shingles, 5/12 pitch, 23 squares; repour garage and driveway *** CONTACTS *** OWNER (720)299-4852 REAL PROPERTY ACQUISITIONS GC (303)598-3963 Larry Whiting 160017 All Seasons Construction LLC SUB (720)458-8411 Scott Berkman 080190 Current Installations SUB (303)778-0536 Dennis R. Carter 018206 D.C. Plumbing Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 % *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 131,200.00 FEES Total Valuation 0.00 Plan Review Fee 869.99 Use Tax 2,755.20 Permit Fee 1,338.45 ** TOTAL ** 4,963.64 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. 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. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required if work at the street or curb cut is needed; contact Public Works Department at 303-235-2861. Basement cannot be a separate dwelling unit. Id City of Wheat Ridge Residential Remodel PERMIT - 201800948 PERMIT NO: 201800948 ISSUED: 05/15/2018 JOB ADDRESS: 9805 W 36th AVE EXPIRES: 05/15/2019 JOB DESCRIPTION: Kitchen and bath remodel: replace cabinets, countertops, appliances, fixtures; add new 3/4 bath in master bedroom; replace windows on main floor - 2,922 sq ft total; reroof with asphalt shingles, 5/12 pitch, 23 squares; repour garage and driveway 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_permit. 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 tl}nt� or to be pertormed is disclosed in this document an r its' accompanying approved plans and specifications. Signature of OWNER 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, po icies 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 Budding Official and may be subject to a fee equal to one-half of the original permit fee. 3e 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 not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting o permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicab c e o any or nce or 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. City of �/ Wheat ijgie C.,OMMIlNrry DEVELOPMENT Building & Inspection Services Division " 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: ptrmits(&ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: '�� 5/1 <� Plan/PennN # l� (VI Plan Review Fee: Building Permit Application *'* Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: q 4 ® � \V , -7, 6`14 A V L - Property Owner (please print):' ;p 1 ' n Phone: `1;k.�-> Property Owner Email: m 1 <� � l C� (a (Y C j ►-,r-� Mailing Address: (if different than property address) Address: `5 0&> 3 \0 I Com, State, Zip: '�„ 0_ Architect/Engineer: T7)A. t 5 f--- )J)4 lti1 `A3 Architect/Engineer E-mail: Cb bQk"—;-- ise Phone: 30:3 'a 5 ► a3 — Q-on_7 Li'o,.4 _ c Contractor_A L_- ' I Contractors City License #: d 7 Phone: 3 - f5 Contractor E-mail Address: ni (V go5rl� k-om�s0 ko0 ma►I;�� Sub Contractors: ,,�/► Electrical: C L'q_�Z"Y' N S^, � �'<< +iy Plumbing f� [�, i.�,y Mechanical:'TTZ&C.i-.�_. ice; ► l ° # ►c L W.R. City License #,9,--) i C4 0 W.R. City License # O i ` j � W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL 'RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION Aff RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION At WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, Proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) >> `lam " . .+'A� 3 • —rz3? S 1 f�'� W -P P c, �a r ► I j"T, q , y k -V l�,✓ ua fi t" - , ,, T , .� �' *� '` .` ..� 1`hPc t sJ ,. r J Sq. FtJL.F t �Z— Btu's Gallons Amps ,;;? rl>r Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ � J -326V' •+ , 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 l have read and agree to abide by all conditions printed on this application and that 1 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 1 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. CIRCLEOA'E.• (011', 'E)iL�'--(CONTR,4C7.OR-)) or (AUTifORlZED REPRESE,,VTA PRINT NAME 4-0-A ' ZONING COMMMENTS.�_)I i �` Revieww: BUILDING DEPARTMENT COMMENTS. Reviewer PUBLIC WORKS COMMENTS; Reviewer SIGNATURE: 5 (zi tY PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required USE ONLY of (Off,VER) (CONTRACTOR) DATE: 7 OCCUPANCY CLASSIFICATION., TYPE OF CONSTRUCTION: SPRINKLERED fV L OCCUPANT LOAD: Building Division Valuation: $_ 1 3 1 , -9 V C% ❑ COMMERCIAL .`RESIDENTIAL Desorip#ion of work: (Check all that apply) U NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING [l COMMERCIAL ADDITION At RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION At WINDOW REPLACEMENT [] COMMERCIAL ACCESSORY STRUCTURE (Garage, -sled, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (For ALL projects; please provide a d i ed description of work to ; e --Wormed, including current use of areas, Proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc:) IN f� A Sq. FtJLF , Btu's Amps Squares Gallons 6-0 61M Project Value: (Contract value or the cost of all materials and labor included in the entire project) 00 e 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 OAIE.• (O JPRiN? NASM e or (AUTHORIZED REPRESENTA SIGNATURE: of (©N'NER) (CONTRACTOR) DATE: tp—,S lS 9I, 7itee` "a' t. i' ;� �;. ,,` �. x' v s5*�`f. • a ° .� r'„w 'fj%� r �, .k 4 ¢Ey ��✓ - .. f . S iy�i h.". shYom, i F 'vn. 4rI'ie ' PUSLd�, iNoitKa COMMENT S; { 6 i y Fire flepattrnent Received u Not;uireti° Water District ❑ Received [JI,Not Required Sanitation District [] Received Not Required Building Division Valuation: $ c C) City of Wheatdge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form will not be accepted with missing information. Project Address: General Contractor:L�.-_ Wil' Electrical Sub -Contractor Company Name Phone #: 7Z_ G —,KV'-� d State License #: Master #: rT t-7 C� Wheat Ridge Licens 2)0 i c) (required field) of Authorized Agent Date Plumbing Sub -Contractor Company Name: -D • C_ . 1' 1WWL 14 C Phone #: 3d State License #: �5%,D Master #: 1 % (DO 3g Wheat Ridge License #: Z C, ( (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name: Wheat Ridge License #: Signature of Authorized Agent Phone: (required field) Date PRO BUILD (LITTLETON) 8037 MIDWAY DRIVE LITTLETON, CO 80125 Phone # 303-791-3715 Fax # 1-303-346-4221 QUOTE # QUOTE DATE QUOTED BY Project Name SHIP VIA 2374504 3/14/2018 charityrodriguez 9805 W 36th Ave -Wheat Ridge Deliver AMSCO # ORDER DATE ORDERED BY Quote Name Expiration Date Quote Not Ordered charityrodriguez Michael Marsh Quote Not Certified LINE # DUAN I I I T NKIL,:t txtFrlce 100-1 RO: 52.25" X 38" Overall Unit: 51.75" X 37.5" 1 $175.57 $175.57 U -Factor: 0.3 SHGC: 0.31 VLT: 0.58 CR: 55 \ STC: 25 OITC: 20 EWR: 25 Structural: LC-PG25 Air: 0.05 Water: 5.25 Test Report: 310-3006 Room Location Laundry West Studio Single Vent XO, 51.75 x 37.5, Complete Unit, XO, White, 3/4" Insulated, CozE 1 (LowE), SS over SS, Argon Gas, 2501 to 6500, Cam Latch, White Screen, Egress = No I* 1 .1 LINE # DESCRIPTION QUANTITY PRICE ExtPrice 200-1 RO: 84.5" X 38" Overall Unit: 84" X 37.5" 1 $301.48 $301.48 U -Factor: 0.3 SHGC: 0.31 VLT: 0.58 CR: 55 \ STC: 25 OITC: 20 EWR: 25 Structural: R-PG20 Air: 0.07 Water: 4.5 Test Report: 310-3011 Room Location Laundry North Studio Double Vent XOX, 84 x 37.5, 1/4 - 1/2 - 1/4, Complete Unit, XOX, White, 3/4" Insulated, CozE (LowE), SS over SS, Argon Gas, 2501 to 6500, Cam Latch, White 1 Screen, Egress = No F o a 1 LINE # DESCRIPTION QUANTITY PRICE ExtPrice 300-1 RO: 69.25" X 50.25" Overall Unit: 68.75" X 49.75" 1 $250.62 $250.62 U -Factor: 0.3 SHGC: 0.31 VLT: 0.58 CR: 55 \ STC: 25 OITC: 20 EWR: 25 Structural: LC-PG25 Air: 0.05 Water: 5.25 Test Report: 310-3006 Room Location L/R North Studio Single Vent XO, 68.75 x 49.75, Complete Unit, XO, Taupe, 3/4" Insulated, CozE (LowE), SS over SS, Argon Gas, 2501 to 6500, Cain Latch, Taupe Screen, Egress = Yes LEON MRSOINORM!" Page 1 of 4 3/14/2018 12:43 PM QUOTE # QUOTE DATE QUOTED BY Project Name SHIP VIA 2374504 3/14/2018 charityrodriguez 9805 W 36th Ave -Wheat Ridge Deliver AMSCO # ORDER DATE ORDERED BY Quote Name Expiration Date Quote Not Ordered charityrodriguez Michael Marsh Quote Not Certified LINE # 400-1 Ur_1_>U 1r I IVIV DUAN I I I Y PKIGt ExtPrice RO: 69.25" X 38" Overall Unit: 68.75" X 37.5" 2 $214.66 $429.32— U -Factor: 0.3 SHGC: 0.31 VLT: 0.58 CR: 55 \ STC: 25 OITC: 20 EWR: 25 Structural: LC-PG25 Air: 0.05 Water: 5.25 Test Report: 310-3006 Room Location Bd East Studio Single Vent XO, 68.75 x 37.5, Complete Unit, XO, Taupe, 3/4" Insulated, CozE (LowE), SS over SS, Argon Gas, 2501 to 6500, Cain Latch, Taupe Screen, Egress = Yes C* H. M"5 - LINE # DESCRIPTION QUANTITY PRICE ExtPrice 500-1 RO: 37" X 50" Overall Unit: 36.5" X 49.5" 1 $188.79 $188.79 U -Factor: 0.3 SHGC: 0.31 VLT: 0.58 CR: 54 \ STC: 25 OITC: 20 EWR: 25 Structural: LC-PG35 Air: 0.08 Water: 5.25 Test Report: 310-3001 Room Location i Bdnm South Studio Single Hung, 36.5 x 49.5, Complete Unit, Operating, Taupe, 3/4" Insulated, CozE (LowE), SS over SS, Argon Gas, 2501 to 6500, Cam Latch, Taupe Screen, Egress = No, Balance Springs = 20-4 z I4 .- °h? - LINE # DESCRIPTION QUANTITY PRICE ExtPrice 600-1 RO: 37" X 50" Overall Unit: 36.5" X 49.5" 1 $306.65 $306.65 U -Factor: 0.3 SHGC: 0.33 VLT: 0.6 CR: 53 \ STC: 30 OITC: 24 EWR: 30 Structural: LC-PG35 Air: 0.08 Water: 5.25 Test Report: 310-3001 Room Location j Bath Studio Single Hung, 36.5 x 49.5, Complete Unit, Operating, Taupe, 3/4" Insulated, Tempered, CozE (LowE), Obscure, DS over DS, Argon Gas, 2501 to 6500, Cain Latch, Taupe Screen, Egress = No, Balance Springs = 20-5 z I4 Page 2 of 4 3/14/2018 12:43 PM QUOTE # QUOTE DATE QUOTED BY Project Name SHIP VIA 2374504 3/14/2018 charityrodriguez 9805 W 36th Ave -Wheat Ridge Deliver AMSCO # ORDER DATE ORDERED BY Quote Name Expiration Date Quote Not Ordered charityrodriguez Michael Marsh Quote Not Certified LINE # 700-1 Lir-01-.mit, I IUN DUAN I I I Y rKict ExtPrice RO: 37" X 38" Overall Unit: 36.5" X 37.5" 2 $169.65 $339.30 U -Factor: 0.3 SHGC: 0.31 VLT: 0.58 CR: 55 \ STC: 25 OITC: 20 EWR: 25 Structural: LC-PG25 Air: 0.05 Water: 5.25 Test Report: 310-3006 Room Location Kitchen South Studio Single Vent OX, 36.5 x 37.5, Complete Unit, OX, Taupe, 3/4" Insulated, CozE (LowE), SS over SS, Argon Gas, 2501 to 6500, Cam Latch, Taupe Screen, Egress = No LINE # DESCRIPTION QUANTITY PRICE ExtPrice 800-1 RO: 48" X 63" Overall Unit: 47.5" X 62.5" 1 $549.26 $549.26 U -Factor: 0.28 SHGC: 0.24 VLT: 0.46 CR: 57 \ STC: NR OITC: NR EWR: NR Structural: LC-PG30 Air: 0.03 Water: 9 Test Report: 310-2145+A Room Location Dining Row 1: Artisan Awning Vent 47.5 x 20.5, Row 2: Artisan Awning Fixed, 47.5 x 42, 1_ Unit 1: Complete Unit, Vent, Unit 2: Complete Unit, Fixed, Taupe Exterior Color, Unit 1: Frame Width = 47.5, Frame Height = 20.5, Unit 2: Frame Width = 47.5, Frame G Height = 42, Unit 1: 3/4" Insulated, CozE (LowE), SS over SS, Argon Gas, 2501 to 6500, Unit 2: 3/4" Insulated, CozE (LowE), SS over SS, Argon Gas, 2501 to 6500, L � Nested, Taupe Hardware, Taupe Screen, Horizontal T -Bar 0" thick, 47.5" length, �- y •I Protective Wrap, `= LINE # DESCRIPTION QUANTITY PRICE ExtPrice 900-1 RO: 48.25" X 24" Overall Unit: 47.75" X 23.5" 1 $281.76 $281.76 U -Factor: 0.28 SHGC: 0.24 VLT: 0.46 CR: 57 \ STC: NR OITC: NR EWR: NR Structural: CW-PG40 Air: 0.07 Water: 9.19 Test Report: 310-5277 Room Location Dining Artisan Awning Vent 47.75 x 23.5, Complete Unit, Vent, Taupe, 3/4" Insulated, CozE (LowE), SS over SS, Argon Gas, 2501 to 6500, Nested, Taupe Hardware, Taupe Screen, Protective Wrap ` 1 Page 3 of 4 3/14/2018 12:43 PM a LINE # DESCRIPTION QUANTITY PRICE ExtPrice 800-1 RO: 48" X 63" Overall Unit: 47.5" X 62.5" 1 $549.26 $549.26 U -Factor: 0.28 SHGC: 0.24 VLT: 0.46 CR: 57 \ STC: NR OITC: NR EWR: NR Structural: LC-PG30 Air: 0.03 Water: 9 Test Report: 310-2145+A Room Location Dining Row 1: Artisan Awning Vent 47.5 x 20.5, Row 2: Artisan Awning Fixed, 47.5 x 42, 1_ Unit 1: Complete Unit, Vent, Unit 2: Complete Unit, Fixed, Taupe Exterior Color, Unit 1: Frame Width = 47.5, Frame Height = 20.5, Unit 2: Frame Width = 47.5, Frame G Height = 42, Unit 1: 3/4" Insulated, CozE (LowE), SS over SS, Argon Gas, 2501 to 6500, Unit 2: 3/4" Insulated, CozE (LowE), SS over SS, Argon Gas, 2501 to 6500, L � Nested, Taupe Hardware, Taupe Screen, Horizontal T -Bar 0" thick, 47.5" length, �- y •I Protective Wrap, `= LINE # DESCRIPTION QUANTITY PRICE ExtPrice 900-1 RO: 48.25" X 24" Overall Unit: 47.75" X 23.5" 1 $281.76 $281.76 U -Factor: 0.28 SHGC: 0.24 VLT: 0.46 CR: 57 \ STC: NR OITC: NR EWR: NR Structural: CW-PG40 Air: 0.07 Water: 9.19 Test Report: 310-5277 Room Location Dining Artisan Awning Vent 47.75 x 23.5, Complete Unit, Vent, Taupe, 3/4" Insulated, CozE (LowE), SS over SS, Argon Gas, 2501 to 6500, Nested, Taupe Hardware, Taupe Screen, Protective Wrap ` 1 Page 3 of 4 3/14/2018 12:43 PM QUOTE # QUOTE DATE QUOTED BY Project Name SHIP VIA 2374504 3/14/2018 charityrodriguez 9805 W 36th Ave -Wheat Ridge Deliver AMSCO # ORDER DATE ORDERED BY Quote Name Expiration Date Quote Not Ordered charityrodriguez Michael Marsh Quote Not Certified LINE # DESCRIPTION QUANTITY PRICE ExtPrice 1000-1 RO: 48.25" X 24" Overall Unit: 47.75" X 23.5" 2 $188.91 $377.82 U -Factor: 0.28 SHGC: 0.24 VLT: 0.46 CR: 57 \ STC: NR OITC: NR EWR: NR Structural: LC-PG25 Air: 0.1 Water: 9 Test Report: 310-2144+13 Room Location Dining Artisan Awning Fixed, 47.75 x 23.5, Complete Unit, Fixed, Taupe, 3/4" Insulated, 1 CozE (LowE), SS over SS, Argon Gas, 2501 to 6500, Protective Wrap 1 U -Values, Visual Light Transmittance and Solar Heat Gain values listed are NFRC certified. ACCEPTED BY: DATE: PROJECT QUOTE 9805 W 36th Ave -Wheat Ridge Michael Marsh Page 4 of 4 Customer Sub $3,200.57 $0.00 $0.00 $0.00 Labor: Freight : Tax: TOTAL: $3,200.57 3/14/2018 12:43 PM Troy Dicker From: Troy Dicker Sent: Friday, April 13, 2018 2:58 PM To: marshomes@hotmail.com' Cc: Dina Kemp; Lagenia Reimer; Randy Slusser; Kimberly Cook Subject: 9805 W. 36th Ave Permit/Plan # 201800948 From: Troy Dicker Sent: Friday, April 13, 2018 2:40 PM To: Randy Slusser <rslusser@ci.wheatridge.co.us> Subject: 9805 W. 36th Ave Permit/Plan # 201800948 Michael, Good Afternoon. Upon completion of the review of your pans, the following corrections will need to be addressed before we are able to move your project forward. 1. Please provide dimensions of all structural changes and additions. For example, the header and the size of the new bathroom. 2. Please verify if the header will be installed on a load bearing wall. 3. Please verify the positions of the smoke and carbon monoxide detectors, per 2012 IRC requirements. Section 314, 315. ) 4. Please verify scope of work. One set of plans shows the pergola crossed off. The other does not. 5. Structural changes ( I.E. cutting the wall ) that will be required, an Engineer's letter is needed for the egress windows and doors. Please provide with revised changes. Please make the mentioned adjustments to both sets of plans, and resubmit. Feel free to contact us with any questions. Troy Dicker, Building Inspector Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2882 Fax: 303-237-8929 www.ci.wheatridge.co.us C ilk c,l heat l icl c' Kimberly Cook From: Michael <marshomes@hotmail.com> Sent: Friday, April 6, 2018 12:15 PM To: Kimberly Cook Subject: RE: 9805 W. 36th AVenue Sent from Mail for Windows 10 From: Kimberly Cook Sent: Friday, April 6, 2018 11:15 AM To: marshomes@hotmail.com Cc: Randy Slusser; Dina Kemp; Lagenia Reimer Subject: 9805 W. 36th AVenue Importance: High Hello, The plan reviewer will need more details for the permit application submitted on 9805 W. 36th Avenue in order to begin review. On Page 4 of 4 on the proposed you list the following items — please provide the following documents as soon as possible: 1) New Gas Fireplace —provide the manufacturer's specs Heatilator Crave Series 4836ST 2) New Deck at Master— provide a site plan and the information required as attached in the attached 2012 New Residential Deck Checklist, this needs to be indicated on site plan with setbacks Remove from the scope of work under this permit, deck contractor to provide details with his permit application. Site plan to be provided with this application showing setbacks for decks. 3) New Deck at Living/Dining — provide a site plan and the information required as attached in the attached 2012 New Residential Deck Checklist, this needs to be indicated on site plan with setbacks Remove from the scope of work under this permit, deck contractor to provide details with his permit application. Site plan to be provided with this application showing setbacks for decks. 4) New Garage Door — provide 160 Thermatech II Garage Door, insulated, steel backed, weathr seal included 5) Pergola — need site plan and details 4-4x4 posts at each corner on galvanized anchors with post base, double 2x10 beams with 2x6 joist at 16'OC, all wood to be brown treated lumber for exterior use. 6) Window Replacement — need window specs showing u -value, are these like for like? Like for like AMSCO vinyl, U factor: 0.3, SHGC:.31, VLT:.58 Test Reports 310-3001,3006,3011 7) Cut brick for new door— need details brick openings for new doors to decks shall be of the existing sized window openings. Door to master bedroom to be single full light swing type door with IG and brick mold, sized to fit opening. New door at Family room to be 2-3'x6'8' inswing IG full light doors with custom fit sidelights 8) Remove/Replace front Patio — complete the attached handout for Patio cover, this needs to be indicated on site plan with setbacks Please note, the attached handout for patio was for a carport, the existing patio was actually a front walk wit sloped step to front door. Remove and replace with new 5' wide concrete walk and step up to front door area. Technically not a patio but a walkway and landing at door. Called out as a patio because it is installed adjacent to the existing planter. Additional details may be required once we receive the information above. Thank you Kim, I will deliver the site plan on Tuesday of next week as well as the detail of the pergola. Please advise if these items need to be included on a revised page 4 of 4 or if this will suffice. Michael Marsh, 720-218-9522 Thank you, Kim Kim Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2876 Fax: 303-237-8929 www.ci.wheatridge.co.us City cel W heat ]�id_gc t)MMI)Niiy Di-vitor'..mtNi CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. Ifyou 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. o ti$s ti S Colorado (T! Indo Department F' of Public Health -'� and Environment A. ASBESTOS CERTIFICATION* t ti of f This certifies that a Sia 4 Eric Alvarado 1 Certification No.: 22707 4 _ has met the re quirements of 25-7-507 C.R.S. - Commission Regulation No. 8 p Band Air Quality Control art , and is hereby certified by the state of Colorado in the following discipline: w rr ,.• Building InS ect0 March 14, 2018 13 Aurora Asbestos Eric Alvarado Inspectors 4728 S Ireland Ct Aurora, CO 80015 Phone: (303) 517-7147 Email: auroraia e.ctors7? mail.cc�m Asbestos Consulting Firm Number 22741 CONSTRUCTION SPECIFIC PRE- RENOVATION MATERIALS ASBESTOS SUR SINGLE FAMILY RESIDENT SURVEY 1N IAL DWELLING 9805 VU EST 36th AVENUE HEAT RIDGE, COLORADO 80033 March 30, 2018 March 30, 2018 Marsh Hames Builders RE: Dear Marsh Home Builders Construction: I have examined all the materials that you will disturb when you remodel 36th Avenue, Wheat Ridge, Colorado 80033.The speck materials your house at 9805 West chrysotile asbestos. If more than 32 square feet of this material irem will remove contain 2% CDPHE Regulation 8, The Control of Asbestos and must be taken ou removed it is regulated by the General Abatement Contractor( GAC). t by a CDPHE certified If you find something else that will be disturbed that has not yet been until it is inspected by a CDPHE certified building inspector. tested you should top work If you have any questions or issues please feel to contact me Thank you, Eric Alvarado — CDPHE Building Inspector certification # 22707 TABLE OF CONTENTS (1) INTRODUCTION (11) SCOPE OF WORK FOR INSPECTION (111) METHODOLOGY (IV) HOMOGENOUS AREA DIVISIONS (V) LIST OF HOMOGENOUS MATERIALS A. SURFACING MATERIALS B. MISCELLANEOUS MATERIALS C. THERMAL INSULATION (VI) SUSPECT ASBESTOS CONTAINING MATERIALS FOUND (VII) MISCELLANEOUS MATERIALS ASSUMED BY LAB RESULTS TESTED ED TO CONTAIN ASBESTOS BUT NOT (VIII) DISCUSSION (IX) ASBESTOS REMOVAL PERMIT OR NOTIFICATION REQUIREMENTS (X) CONCLUSION (XI) CLIENT REPRESENTATIVE (XII) EXCLUSION STATEMENTS (XIII) SAMPLING RATIONAUINVESTIGATION METHODOLOGY (XIV) INACCESSIBLE AREAS (XV) SAMPLE DESCRIPTION AND RESULTS- INFORMATIONAL PHOTOGRAPHS MATERIAL SURVEY (I) INTRODUCTION: This report provides information regarding an asbestos building materials sure family residential located at 9805 West 36`h Avenue, Wheat Ridge Colorado 80 inspected as part of the due diligence process in conjunction with the renovationn survey performed on a single ofthat has been of the property. In this inspection every effort was taken to identify all asbestos containingsus quantity of each material that would be regulated in the remodeling pest materials and the Regulation 8, The Control of Asbestos. part B This inspection is limited to he Mater according to the 11 be disturbed. materials that will be The inspection was performed to encompass all asbestos suspected materials before the limited interior demolition can take place. All suspect materials in Of project were tested. The location of each sample was clearlythat will have to be removed where the samples were collected. These specific materials marked the path with a magic markeker on the walls Your renovation areas or miscellaneous materials and analyzed for asbestos content tegorized into separate homogenous There were two homogenous areas that were tested both of them surfacing materials. There were no miscellaneous materials found to be tested. (II) SCOPE FOF WORK OF INSPECTION: Perform visual, tactile inspection of suspect ACM. Identify, locate and materials to be sampled or presumed to contain ACM Collect samples and quantify friable and non -friable ACM and presumed ACM Provide sample analysis by polarized light microscopy Provide project report with laboratory results and conclusions. (111) METHODOLOGY: The asbestos survey was conducted by an Environmental Protection Agency and Colorado State Certified asbestos building inspector. The inspection in assessment of suspect materials; identification and to g cy (EPA} accredited AHERA condition of the ACM; and collection of samples for lab eluded a physics! cation of homogeneous areas; assessment of the in general accordance with the guidelines of the National Emissions Standards oratory analysis. All procedures were conducted (NESHAPS) 40 CFR Part 61 and the Occupational Safety and Health s Standards Administration Hazardous Air Pollutants 1926.1101. at►on {OSHA} 29 CFR (IV) HOMOGENOUS AREA DIVISIONS: Suspect ACM were grouped into homogeneous areas based on physical c functional applications. Homogeneous areas were divided into one of three characteristics and categories based on the definitions as designated by US EPA 40 CFR 763 and The CDPHE mandated R Asbestos, Part B. Regulation 8, The Control of 1. Thermal systems insulation — (TSI) Insulations to control thermal conductivity boiler & chiller insulations and tanks etc. Y pipe/ duct wrap, 2. Surfacing material — Sprayed or troweled—on onto structural members or walls (i.e, fire -proofing on structural steel or drywall finishes) 3. Miscellaneous — Remaining suspect materials (i.e. flooring, gaskets, shingles, etc.) ceiling tiles, fixtures All samples were submitted to River North Environmental, 3650 Chestnut Place Denver, Colorado 80216, under proper chain -of -custody procedures. Analysis of the suspect asbestos Bulk was performed by polarized light microscopyk sample building materials methodology. RNET is in the National Voluntary Laboratory Acaccordincreditation editatito A 600/R/116, July 1993 A visual inspection of the house was performed and °n Program (NVLAP) for asbestos. asbestos acquired. The condition of the materials was assessed, ed, nd he conte suspected of containing those materials contained regulated asbestos. Estimates of the quantities of those made to discern if they were above the commercial project � content analyzed to determine if or 50 linear feet on piping. 1 trigger level of a 55 gallon drum, 32 square feet The inspection was performed to encompass all regulated asbestos suspected removed before renovation or demolition can take place. Only the suspect materials in tested. The location of each sample was clearly marked wherematerials that will have to be materials were categorized into separate homogenous material the samples were collected. These specific the building were s and analyd for asbestos are two homogenous areas present that were tested. The TSI is assumed t icon abest sbestin a content. There os. (V) THE FOLLOWING LIST OF TWO HOMOGENOUS MATERIALS TESTED: (V) a. SURFACING MATERIALS A. ----Surfacing Material -Living Room and Fourier Walls B. --- surfacing Material- Basement and stairwell to Basement Walls M B. MISCELLANEOUS MATERIALS No miscellaneous materials needed to be tested. . (V) c. THERMAL INSULATION There was no TSI tested. (VI) ASBESTOS CONTAINING MATERIALS FOUND BY LAB RESULTS: The walls tested contained 2% Chrysotile asbestos.. (VII) MISCELLANEOUS MATERIALS ASSUMED TO CONTAIN ASBESTOS Common asbestos materials like window caulking, floor tile, and asphalt mBUT NOT TESTED. considered t be non friable asbestos materials if they are in good condition. Th regulations with respect to their removal. To wit: REG 8, The impregnated roofing materials are asbestos containing materials. (Non-Friab/e means material which, These materials have special Control of Asbestos -1.8.67. Non friable Pulverized, or reduced to powder by hand pressure. This materialcm�u t no dry, may not be crumbled, demolition. a rendered friable during From the CDPHE mandated Regulation 8, I.A.3. Any asbestos -containing material that is friable or will be made frig demolition activities in any area of public access or non-public access area le during demolition. Removal, in accordance with Regulation No. 8, Section III, Effective: January 2008 Regulation No. 8 requires if the amount of asbestos -containing must be removed prior to t become friable during demolition exceeds the trigger levels.material that is friable or will Category I non friable ACM must be inspected and tested for friability if it is i demolition to determine whether or not it is subject to the Asbestos NESH be handled in accordance with the NESHAP. Asbestos -containing n poor condition before and asphalt roofing materials must be removed sto I jAP. If the ACM is friable, it must mg packings, gaskets, resilient floor coverings are friable.* ore demolition ons they are in poor condition and * Some of these materials may not have been tested if they were exams undamaged condition. If so they were assumed to contain asbestos. in this�c and found to be in good assumed to contain asbestos. ase there was no The CDPHE Regulation 8, The Control of Asbestos Part B., provides: III.S.4.b. Remove the materials using hand removal methods or power tools that subject the material to cutting, grinding, sanding, bead blasting, sandb/astin t or otherwise damage the material in such a way as to render it friable, g, 1.6.80. Regulated asbestos -containing material means (a) friable asbestos -c Category I nonfriable ACM that has become friable, .(c) Category I nonfriable g material, ACM that will ll has been subjected to sanding, grinding, cutting, or abrading or (d) Category be or i that has a high probability of becoming or has become crumbled, Pulverized, tl nonfriable ACM Powder by the forces expected to act on the material in the course of demolitior to o reduced operations regulated by this regulation. n or renovation (VIII) DISCUSSION: Sample analytical results are reported in percentages of asbestos and non -as defines any material that contains greater than one percent (1%) asbestos a material. Materials that are identified as "none Bete non -asbestos components, The EPA detected" specified as note ontaining asbestoeing n asbestos �ntaining * The CDPHE Regulation 8, Part B, requires Trace sample to be point counted. IIIA. l.c. The analysis of samples collected during these inspections must be Performed subsection IV. E. (Analysis) of this regulation with one exception: if the ashes ±riable asbestos is estimated to be 1 re asbestos i less, but eater t p rnten of a as required in �' than 0°f°, by asbestos h� than of ' point counting (such as visual estimation), the determination shall be repeated using sin the with polarized light microscopy. If a result obtained b visual estimation, the point count result must be used. Tar impregnated g Point counting technique Y point count is different from a result obtained by counted. p gated samples do not have to be point (IX) ASBESTOS REMOVAL PERMIT ONOTIFICATION jCBG SON REQUIREMENTS: the quantity of friable ACBM(sestos linear feet on pipes or 32 square feet of surfaces or a 55 -gallon drum, in commercial ding to removed exceeds tori must be removed in compliance with the CDPHE Regulation 8, The Control of Asbestos. or notification and a ten working day waiting projects the material period are required by the CDPHE, bestos. In addition a permit There may be materials under the ones tested. The walls and ceilings were s such materials were found during the inspection. That does not eliminate the estos containing materials were overlooked during the ins ectio systematically examined but no materials somewhere hidden in the building. p n or that there may be oth+ler ity that asbestoscntainin g The results of this survey pertain only to materials tested. The laboratoryre above are attached below. Please contact Aurora Asbestos Inspectors iYou h reports supporting these findings regarding this report. Y have any questions or concerns N CONCLUSION: For the purposes of this survey there is asbestos containing material that will Your remodeling project. The material that will be disturbed in your renovative t is r g l result of asbestos containing and must be removed by a CDPHE certified General A project is regulated as (XI) CLIENT REPRESENTATIVES CONTACTED:basement Contractor. (GAC) Mike Marsh Marsh Home Builders 720-218-9522 (XII) EXCLUSION STATEMENTS: Aurora Asbestos inspectors warrants that the findings contained herein have b and skill exercised by experienced and knowledgeable environmental consultant who otherwise trained to perform asbestos inspections Pursuant been wiis th the level of care licensed or Project. t to the scope of work required on this The asbestos inspection included inspection of accessible materials such as suspended ceilings or other non -permanent structures. Aurora Asbestos Inspectors ove made a behind to access behind walls and within ductwork to survey otherwise inaccessible areas. this warrant, inaccessible is defined as areas of the building that could not be tested (sampled) without #reasonable effort unauthorized destruction of the structure or a portion of the structure. For the purpose of The quantities of materials identified in this study as ACM are approximate. C remediation services must verify a/l field conditions and estimated quantities. ontractars providing as (XIII) SAMPLING RATIONAUINVESTIGATION METHODOLOGY: Sample locations were selected in a random manner. The number each homogeneous material identified as suspect ACM in accordance with the referenced each Regulation 8, The Control n Asbestos p of samples was collected Part B protocols. • Surfacing Material-- Walls that will be removed in house. (XIV) INACCESSIBLE AREAS: Reasonable efforts were made to locate and inspect concealed areas in accordance B. OXY the areas and the materials listed were surveyed with Colorado Regulation 8 P Y as part of this inspection. Sincerely, Eric Alvarado Inspector CDPHE Certification # 22707 SAMPLE DATA AND DESCRIPTIONS SAMPLES COLLECTED ON SEPTEMBE2,2017 2, 2017 Sample Description and Results Hom Samo enous Material Designation = ple Number LOCATION AND DESCRIPTI ON B3166E-01 A -Friable B3166E-02 A -Friable 83166E-03 A -Friable B3166E-04 B -Friable 83166E-05 B -Friable IB3166E-06 C -Friable QUANTITY & ASBESTOS CONTENT A Surfacing Materia! -Wails Living Room and Halfway North Wall -East Side T2%Chrysotile Asbestos As 184 Sq Ft A ISurfacing Material -Walls Living Room & Hallway North Wall West Side A ISurfacing Material -Walls Living Room Center of South Wail B Surfacing Material -Downstairs Wail - Rough Texture -Taken at base of Stairwell B ISurfacing Material -Downstairs Wall South Wall B ISurfacing Material -Downstairs Wall Center of West Wall 2% Chrysotile Asbestos 2% Chrysotile Asbestos 256 Sq Ft 12% Chrysotile Asbestos 2% Chrysotile Asbestos 2% Chrysotile Asbestos hhwz;�r4 River North Environmental Testing, Inc. 3650 Chestnut Place Denver, CO 80216 303-296-6022 ax: 303-292-14-51 REPORT OF TEST RESULTSwww.FamilyEnvironmental.com/Labor tory PLM Bulk Asbestos Analysis CLIENT: Aurora Asbestos Inspectors NVLAP Lab Code 200448-0 PROJECT: 9805 West 36th Sample ID PLM18 063-01 Description LAYER 1 ayer o. Layer °/, Asbestos Type Yp e ° Non -Asbestos B980536-1 Drywall, White and Brown, LAYER i ( /°) None Defected Components Homogenous, Fine Grained/Fibrous 90% Cellulose Fiber 20% LAYER 2 Other Non -Fibrous 80% Mud with Paint, Oft White, Homogenous, Fine LAYER 2 1010% Chrysotile 2% Other Non -Fibrous 98% La b 1 No. Grained Sample ID Description Layer o PLM18 063 02 B980536-2 LAYER i Lir %bestos Type ° { /°) Non -Asbestos Components Drywall, White and Brown, Homogenous Fine Grained/Fibrous LAYER i 90°� None Detected Cellulose Fiber ° 20% Other Non -Fibrous LAYER 2 80% Mud with Paint, Off Whife, Homogenous, Fine LAYER 2 10% Chrysotile 2°J° Other Non Fibrous gg% a n #u—_ Grained Sample ID PLM18-063-03 13980536-3 Sample ID PLMI"63-04 8-0631 04 B980536-4 bample ID PLM18-0 0563-0 0583 B980536-5 E' LMTtK 1 Drywall, White and Brown, Homogenous, Fine GrainedtFibrous LAYER 2 Mud with Paint, Off White, Homogenous, Fine Grained Layer % Asbestos Type LAYER i 95°h None Detected LAYER 2 Chrysotile 5% LAYER 1 Layrer Drywall with Paint, White, Brown, and 90 LAYER 1 � Green, Homogenous, Fine Grained/Fibrous LAYER 2 Asbestos Typ None Detected Mud with Paint, Oft White, LAYER 2 Chrysotile Homogenous, Fine Grained 10% --, GR 1 - Drywall, White and Brown, Homogenous, Fine Grained/Fibrous LAYER 2 Mud with Paint, Orf White, Homogenous, Fine Grained Layer % Asbestos Type LAYER 1 None Detected 90% LAYER 2 Chrysotile 10% Components (%) Cellulose Fiber 20% Other Non -Fibrous 80% 2% Other Non -Fibrous 98% Components Cellulose Fiber 20% Other Non -Fibrous 80% 2% Other Non -Fibrous 98% Components N Cellulose Fiber 20% Other Non -Fibrous 80% 2% Other Non -Fibrous 980/0 Page 1 of 2 AP "" REPORT OF TEST RESULTS PLM Bulk Asbestos Analysis CLIENT: Aurora Asbestos Inspectors NVLAP Lab Code 200448-0 PROJECT. 9805 West 36th River North Environmental Testing, Inc. 3650 Chestnut Place Denver, CO 80216 303-296-6022 Fax:303-292-1451 www.FamilyEnvironmental.cOm/Labc)ratory Sample ID Description Layer o. PLM18-063-06 LAYER 1 Layer % Asbestos Type ° on -Asbestos ( l°} Components 8980536 -6 Drywall with Paint, White, Brown, and LAYER 1 None Detected Cellulose Fiber Green, Hom ogenous, Fine 20% Gralned/F16rous Other Non -Fibrous 80P LAYER 2 Mud with Paint, Off White, LAYER 2 10% Chrysotile 2% Other Non -Fibrous 98% Homogenous, Fine Grained ADDITIONAL COMMENTS: All separable parts of layers (exce taint within Composite asbestos percent is the same sample are anal reported, estimation. if applicable, by visual esp ND = None Detected TR = Trace, less than 1 % analyzed and reparted individually. Analyst: M a Wdiafes Date. 3/26/2018 Page 2 of 2 1 Document No: FCF-04.00 1 Pagel of 1 © ' River North Environmental Testing, Inc 3650 Chestnut Place • 6 Denver, CO Ph: 303-297-0079 • Fax: 303-292-1451 www.metesting.com • info@rnetesting,com Client: Aurora Asbestos Inspectors Address: 4728 South Ireland Ct. Contact: Eric Alvarado Aurora, Colorado 80013 Phone #: 303-517-71477 Fax #/Email: aurorainspectors7@gmail.com Date Sampled: 12 -Sep -17 Sample Location: 9805 West 36"' Special Instructions: Lab ID Client ►D Description I _163 -O) B980536 1 Type of Analysis Volume/Other Surfacing Material -Walls -Friable dZ 8980537 2 PLM 184 Sq Ft .Upstairs LR & HW- NW A -Friable Surfacing Material -Walls PLM OS 8980538 3 Upstairs LR & HW- NW -Friable Surfacing Material -Walls PLM 6 6980539 4 Upstairs LR & HW- NW B -Friable Surfacing Material -Walls PLM () 980540EI-5 256 Sq Ft Downstairs -Rough Texture Friable Surfacing Material -Walls PLM 010 8980541 6 Downstairs -Rough Texture B -Friable Surfacing Material -Wails PLM Downstairs -Rough Texture Tota! Number of Samples: �—J -------._ 6 Sample Condition (Accept/Reject): �� Requested Turnaround Time: () RUSH *** "'RUSH TurnWound tirnes(X) Next Day 5 Days '— cr requ" Prior notif'Kation• Additional fees may app 6 for more details. Relinquished by Received by: Datetrime: Relinquished by: Date�rne; f Received by: Datefrime: Date/Time: Troy Dicker From: Troy Dicker Sent: Monday, April 16, 2018 2:46 PM To: 'Michael marsh' Cc: Randy Slusser; Dina Kemp; Lagenia Reimer; Kimberly Cook Subject: RE: 9805 W. 36th Ave Permit/Plan # 201800948 Michael, Thank you for the quick response. As long as the pergola is not attached, and it is less than 120 square feet, you are right. A permit would not be required, and it should be removed from the plans for this project. The decks may be removed as well, as to my understanding, they will not be included in the scope of work for this permit. Since there are significant changes being made to the plans with the removal of the decks, I would request you resubmit them with the proposed changes and dimensions you listed below. That would minimize the plans from becoming cluttered, and from having too much information included in them that are not part of the scope of work. The cleaner the set of plans are, the better. If you have any questions, you are always welcome to contact me. Thank you! Troy Dicker, Building Inspector Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2882 Fax: 303-237-8929 www.ci.wheatridge.co.us lily of icl�tn From: Michael marsh <marshomes@hotmail.com> Sent: Monday, April 16, 2018 9:02 AM To: Troy Dicker <tdicker@ci.wheatridge.co.us> Subject: RE: 9805 W. 36th Ave Permit/Plan # 201800948 Sent from Mail for Windows 10 From: Troy Dicker Sent: Friday, April 13, 2018 2:57 PM To: marshomes@hotmail.com Cc: Dina Kemp; Lagenia Reimer; Randy Slusser: Kimberlv Cook Subject: 9805 W. 36th Ave Permit/Plan # 201800948 From: Troy Dicker Sent: Friday, April 13, 2018 2:40 PM To: Randy Slusser <rslusser@ci.wheatridge.co.us> Subject: 9805 W. 36th Ave Permit/Plan # 201800948 Michael, Good Afternoon. Upon completion of the review of your plans, the following corrections will need to be addressed before we are able to move your project forward. Thank you Troy for the quick response. Should I make the changes to the existing drawings at the city office? I could do this tomorrow, 4/17/18 if that will work. 1. Please provide dimensions of all structural changes and additions. For example, the header and the size of the new bathroom. The bathroom will be 4'6"x 13'3" and served by a new 2'0" 6'8" door. This is a non bearing wall and a single 2x4 flat header will be used. The new double micro -lam header at the stairwell is 12'3" and is a double 117/8 beam. Bearing for this is a double 2x4 post at each end. There is also a new 4'4" double 117/8" micro -lam header at the bottom of the revised stairwell into the basement family room as noted by "3" on page 2 of 5. This will bear on existing garage foundation wall at one end and a single 2x4 trimmer post bearing to the concrete curb at the other end. 2. Please verify if the header will be installed on a load bearing wall. Bearing for new micro -lam header is on existing foundation wall at garage side and continuously double posted to the concrete curb at bottom of existing wall in basement 3. Please verify the positions of the smoke and carbon monoxide detectors, per 2012 IRC requirements. Section 314, 315. ) will note on plans per code 4. Please verify scope of work. One set of plans shows the pergola crossed off. The other does not. Sorry for the confusion on this matter. The size of the pergola (less than 120SF) and fact that it is not attached suggests that no permit is required for construction. Was included on page 5of 5 as a curtesy and informational purposes only. Please advise 5. Structural changes ( I.E. cutting the wall ) that will be required, an Engineer's letter is needed for the egress windows and doors . Please provide with revised changes. Masonry openings on main floor at master bedroom and living remain sized as to width by the existing window openings. I am requesting engineered spec and letter from project engineer, Rob Davis of DEC Engineering for egress window cutting and installation in the two basement bedrooms as needed. Please make the mentioned adjustments to both sets of plans, and resubmit. Feel free to contact us with any questions. Thank you for your assistance, Michael Troy Dicker, Building Inspector Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 20Igoo9q8 rc c' of 0'e//$l STRUCTURAL MODIFICATION PLANS RENOVATION/ REMO -p-9 TY DEYEIoPMENT" 9805 WEST 36th AVENUKPPROVED WHEAT RIDGE, COLORAikQe&QQaZode compliance SITE PHOTO PREPARED BY DAVIS ENGINEERING CONSULTANTS, LLC 5082 EAST HAMPDEN AVENUE SUITE 145 DENVER, COLORADO 80222 (303) 229-1234 CONTACT: ROBERT C. DAVIS III, PE 15 Know what's below. call before you dig. MAP Plane €sairi[eser Oeste FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC COVERSHEET TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 9805 WEST 36th AVENUE (303) 229-1234 WHEAT RIDGE, COLORADO 80033 PROJECT NO. DEC25022018-01 SHEET NO: S 0 . @Idl SCALE: NONE I DATE: APR 5,, 210118n9 0Wjs%0r DRAWING INDEX 50.01 COVERSHEET 50.02 GENERAL NOTES S0.04 GENERAL NOTES 50.06 GENERAL NOTES SO.07 GENERAL NOTES EG/S50.08 GENERAL NOTES 50.09 GENERAL NOTES SO.10 PLAN NOTES S1.00 FOUNDATION PLAN r - ROOF FRAMING PLAN ° 3 4 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC COVERSHEET TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 9805 WEST 36th AVENUE (303) 229-1234 WHEAT RIDGE, COLORADO 80033 PROJECT NO. DEC25022018-01 SHEET NO: S 0 . @Idl SCALE: NONE I DATE: APR 5,, 210118n9 0Wjs%0r DRAWING INDEX 50.01 COVERSHEET 50.02 GENERAL NOTES S0.04 GENERAL NOTES 50.06 GENERAL NOTES SO.07 GENERAL NOTES EG/S50.08 GENERAL NOTES 50.09 GENERAL NOTES SO.10 PLAN NOTES S1.00 FOUNDATION PLAN S-1.02 ROOF FRAMING PLAN ° 3 4 S2.04 DETAIL _ ^ S2.05 DETAIL � S2.06a DETAIL S2.06b DETAIL CONAL APR 5, 2018 PERMIT PLANS FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC COVERSHEET TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 9805 WEST 36th AVENUE (303) 229-1234 WHEAT RIDGE, COLORADO 80033 PROJECT NO. DEC25022018-01 SHEET NO: S 0 . @Idl SCALE: NONE I DATE: APR 5,, 210118n9 0Wjs%0r GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE (IRC), 2015 EDITION AND APPLICABLE LOCAL CODES AND ORDINANCES. 2. DESIGN LOADS: A. FLAT ROOF SNOW LOAD 30 PSF GROUND SNOW LOAD 34 PSF ROOF DEAD LOAD 15 PSF B. FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 10 PSF C. ALLOWABLE BEARING PRESSURE 1,500 PSF MAX END BEARING PRESSURE 25,000 PSF MIN DEAD LOAD PRESSURE 15,000 PSF EQUIVALENT FLUID PRESSURE (ACTIVE) 55 PCF D. SOIL SITE CLASS D E. SEISMIC DESIGN CATEGORY B F. WIND PRESSURE 115 MPH (Vult) OCCUPANCY CATEGORY II WIND EXPOSURE CATEGORY C 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND LOCATE EXISTING UTILITIES AT THE JOB SITE BEFORE COMMENCING CONSTRUCTION AND NOTIFY THE ENGINEER OF ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK PRIOR TO PROCEEDING WITH THE WORK. 4. THIS REPAIR DOCUMENT OUTLINES THE GENERAL CRITERIA FOR THE PARTIAL STRUCTURAL ENHANCEMENT TO A PORTION OF THE SUBJECT RESIDENCE AND PROPERTY LOCATED AT THE INDICATED ADDRESS WHEN A DIFFERENCE OCCURS BETWEEN THIS SPECIFICATION AND OTHER APPLICABLE CODE, THE MORE STRINGENT SHALL CONTROL. ANY OTHER ITEMS NOT COVERED HEREIN SHALL BE COMMENSURATE WITH GOOD ENGINEERING AND CONSTRUCTION PRACTICE. 5. THE OWNER IS HEREBY CAUTIONED OF THE EXTREME IMPORTANCE OF PROPER DRAINAGE AWAY FROM THE FOUNDATION. THE OWNER IS RECOMMENDED TO ESTABLISH AND MAINTAIN PROPER DRAINAGE FROM THE FOUNDATION. POOR DRAINAGE AND/OR PONDING OF WATER NEAR THE FOUNDATION WALL IS THE SINGLE MOST COMMON CAUSE OF WATER INFILTRATION INTO BASEMENTS AND FOUNDATION DAMAGE. 6. WHERE DISCREPANCIES OCCUR BETWEEN PLAN, DETAILS, AND GENERAL NOTES, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR ELSEWHERE ON THE PROJECT, CURRENT CODE REQUIREMENTS AND/OR STANDARD CONSTRUCTION PRACTICE. 7. ENGINEER'S APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS. 8. DRAWINGS SHALL NOT BE SCALED. 9. BOXED NOTED INDICATE TYPICAL NOTES. 10. THE CONTRACTOR STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEMBERS SHALL INCLUDE, BUT NOT LIMITED TO, BRACING AND SHORING FOR CONSTRUCTION LOADS AND WORKER SAFETY REQUIREMENTS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. O 11. THE RECOMMENDATIONS PROVIDED HEREIN ARE BASED ON OBSERVATION OF ELEMENTS VISIBLE AT E N. IF ADDITIONAL DAMAGED ELEMENTS ARE FOUND DURING RECONSTRUCTION, IT IS RECOMMENDED THAT THE ENGINEER BE F ION AT ALL QUESTIONABLE ELEMENTS BE REPLACED. TER �yGC�� 12. IT IS RECOMMENDED THAT THE ENGINEER OF RECORD BE CONTACTED TO OBSERVE COMPLEfap 10 URAL ELEMENTS AND CONNECTIONS ARE IN PLACE AND BEFORE FINISHES ARE APPLIED. - ° 3 _ e ° Lel ° \ ° �,j FSS/ ONAL APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC GENERAL NOTES TITLE: SHEET NO: STRUCTURAL MODIFICATION PLANS City of RENOVATION/ REMODEL PROJECT So. uo 5082 E N AVE, SUITE 145 9805 WEST 36th AVENUE Whe DEENVER,NVER, CO 80222 (303) 229-1234 WHEAT RIDGE, COLORADO 80033 PROJECT NO. DEC25022018-01 SCALE: NONE DATE: API 94" 1v GENERAL EXISTING STRUCTURES 1. DRAWINGS SHALL NOT BE SCALED. 2. THE LAYOUT IS APPROXIMATE AND IS INTENDED AS A REPRESENTATION ONLY. 3. THE REPAIR RECOMMENDATIONS CONTAINED IN THIS DOCUMENT ARE BASED ON INFORMATION OBTAINED FROM REVIEW AND EVALUATION OF PROBLEMS THAT WERE MADE AVAILABLE FOR OUR REVIEW. NO CLADDING, SHEATHING, OR FINISH MATERIALS OF ANY KIND WERE REMOVED UNLESS SPECIFICALLY NOTED. AS A RESULT OF THESE LIMITATIONS, LATENT STRUCTURAL DAMAGES MAY EXIST WHICH WERE NOT DETECTED. ANY SUCH DAMAGES SHOULD BE BROUGHT TO OUR ATTENTION IF FOUND. 4. THE RECOMMENDATIONS CONTAINED HEREIN ARE BASED ON CURRENTLY EXISTING CONDITIONS AND HAVE BEEN PREPARED IN ACCORDANCE WITH RECOMMENDED SOIL DESIGN CRITERIA AND GENERALLY ACCEPTED ENGINEERING PRACTICE. DUE TO THE LIMITATIONS NOTED ABOVE AND THE CONSOLIDATING AND/OR EXPANSIVE SOILS KNOWN TO EXIST ON SITE, NO OTHER WARRANTY REGARDING THE FUTURE PERFORMANCE OF THE STRUCTURE INCLUDING THE REMODELED AREAS ARE MADE, EXPRESSED OR IMPLIED. 5. NO WARRANTY REGARDING THE FUTURE PERFORMANCE OF THE REAPIRED AREAS IS MADE OR IMPLIED. 6. ADDITIONAL COSMETIC CRACKING CAN BE EXPECTED FOR A PERIOD OF ONE YEAR AFTER NEW WORK IS COMPLETED AS THE STRUCTURE ADJUSTS TO THE NEW CONDITIONS. FIELD DISCOVERY AND FIELD VERIFICATION 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK AND SHALL NOTIFY ENGINEER AND CONDITIONS WHICH INTERFERE WITH WORK. 2. WHEN A CONDITION IS NOTED AS "FIELD VERIFY" (FV) ON THE CONSTRUCTION DOCUMENTS THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION PRIOR TO PROCEEDING WITH THE WORK RELATED TO THAT CONDITION. FIELD VERIFICATION MUST BE COMPLETED IN A TIMELY MANNER AND COMMUNICATED BY THE CONTRACTOR TO ALL AFFECTED PARTIES IN ORDER TO AVOID DELAYS TO THE WORK. 3. WHERE DIMENSIONS OR ELEVATIONS ARE INDICATED FOR EXISTING STRUCTURES, THEY ARE APPROXIMATE AND FOR REFERENCE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL RELEVANT EXISTING DIMENSIONS AND ELEVATIONS. 4. THESE DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION HAS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. DURING THE PROJECT, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT KNOWN ORAREAT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF ALL CONDITIONS THAT DEVIATE FROM THESE DOCUMENTS. DEVIATION BY THE CONTRACTOR FROM THE REQUIREMENTS OF THESE DOCUMENTS IS NOT PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL BY THE OWNER AND DAVIS ENGINEERING CONSULTANTS, LLC (DEC). 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303) 229-1234 GENERAL NOTES TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT 9805 WEST 36th AVENUE WHEAT RIDGE, COLORADO 80033 APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC SHEET NO: city of S�6egt Kid PROJECT NO. DEC25022018-01 I ISCALE: NONE (DATE: OSHA STANDARDS THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, ETC., AS WELL AS CLOSURES FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MAY BE CONSIDERED A TRIP HAZARD, AFTER PROTECTIVE DECKING IS INSTALLED. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA. CONSTRUCTION ENGINEERING THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED TO: -LAYOUT ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION WELD PROCEDURES DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS - SURVEYING TO VERIFY CONSTRUCTION TOLERANCES EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS COORDINATION 1. ALL SUBSTITUTIONS MUST BE PREVIOUSLY APPROVED IN WRITING BY THE ENGINEER. 2. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. 3. COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC., WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, PROJECT SHOP DRAWINGS, AND FIELD CONDITIONS PRIOR TO SHOP DRAWING SUBMITTAL. 4. CONTRACTOR SHALL SUBMIT MATERIAL DATA SHEETS FOR CONSTRUCTION PRODUCTS AS NOTED IN DRAWINGS, AND FOR ANY PROPOSED MATERIALS SUBSTITUTIONS FOR REVIEW BY ENGINEER. ENGINEER'S WRITTEN APPROVAL SHALL BE SECURED PRIOR TO PROCEEDING WITH THE WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION ACTIVITY. 6. CONTRACTOR SHALL COORDINATE SITE STORAGE AND STAGING LOCATIONS IN ADVANCE WITH THE OWNER. 7. CONTRACTOR SHALL PROTECT PEDESTRIAN TRAFFIC AFFECTED BY CONSTRUCTION. CONSTRUCTION SHALL NOT BLOCK EGRESS/ INGRESS PATHWAYS, EXCEPT AS COORDINATED IN ADVANCE WITH THE OWNER. 8. THESE NOTES SUPPLEMENT THE DRAWINGS. WHERE A DISCREPANCY EXISTS BETWEEN THE GENERAL NOTES, PLANS AND DETAILS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 9. CONTRACTOR SHALL COORDINATE WORK SHOWN ON STRUCTURAL DRAWINGS WITH ALL OTHER DISCIPLINES. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCOVERED CONFLICTS OR DISCREPANCIES BETWEEN STRUCTURAL DRAWINGS AND DRAWINGS FROM OTHER DISCIPLINES PRIOR TO PROCEEDING WITH RELATED WORK. 10. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND SEQUENCING OF WORK. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS MANDATED BY FEDERAL, STATE, AND LOCAL LAWS. 12. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS DURING EXECUTION OF THE PROJECT. 13. DO NOT SCALE DRAWINGS. 14. ITEMS NOTED AS "TYPICAL" APPLY TO ALL SIMILAR WORK ON THE PROJECT, UNLESS DETAILED OTHERWISE. 15. REFERENCES ON THE DRAWINGS TO "ENGINEER" MEAN THE STRUCTURAL ENGINEER OF RECORD. 16. FABRICATE AND ASSEMBLE IN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ACCORDING TO AISC'S "CODE O?STA STEEL BUILDINGS AND BRIDGES" AND AISC 360.,�°°,aF_ST° e� e 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303) 229-1234 GENERAL NOTES TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT 9805 WEST 36th AVENUE WHEAT RIDGE, COLORADO 80033 APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC SHEET NO: City of SQ.06 +Nheat Rir PROJECT NO. DEC25022018-01 I I SCALE: NONE I DATE: APRT'!fff% Division STRUCTURAL WOOD FRAMING - GENERAL 1. EXCEPT WHERE NOTED OTHERWISE, ALL 2" NOMINAL LUMBER SHALL POSTS SHALL BE HEM -FIR NO. 2 OR BETTER. ALL SOLID TIMBER BEAMS AND POSTS SHALL BE HEM -FIR NO. 1 OR BETTER. 2. ALL HEADER LINTELS AND BEAMS SHALL BE (3) 2x10 HEM -FIR #2 OR BETTER UNLESS OTHERWISE NOTED. MULTIPLE MEMBERS SHALL BE GLUED AND NAILED TOGETHER WITH 1 Od @16- O.C. FOR (2) MEMBERS AND 16d O.C. FOR (3) MEMBERS - UNLESS OTHERWISE NOTED. 3. PROVIDE (2) 2X4'S OR (2) 2X6'S MINIMUM AT EACH OF THE BEAMS AND HEADERS UNLESS NOTED OTHERWISE. 4. LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE STRESSES: FLEXURAL STRESS = 2600 PSI, MODULUS OF ELASTICITY = 1.9X10 (6) PSI, HORIZONTAL SHEAR PERPENDICULAR TO GLUE LINE = 285 PSI. 5. METAL FRAMING CONNECTOR DESIGNATIONS ARE THOSE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY AND SHALL BE INSTALLED IN ACCORDANCE WITH THEIR RECOMMENDATIONS TO DEVELOP THE RATED CAPACITY. 6. PROVIDE FULL HEIGHT SOLID BLOCKING (MINIMUM WIDTH TO MATCH WIDTH OF FRAMING) BETWEEN ALL JOISTS AND RAFTERS. PROVIDE SOLID BLOCKING OR 1"X4" CROSS -BRIDGING AT 8'0.C. MAXIMUM SPACING FOR ALL SOLID SAWN JOISTS AND RAFTERS. 7. OPENINGS, POCKETS, ETC., SHALL NOT BE PLACED IN BEAMS, JOISTS, RAFTERS, STUDS, POSTS, COLUMNS, TIMBERS AND OTHER STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 8. WOOD STRUCTURAL PANELS SHALL CONFORM TO APA DESIGN AND THE SPECIFICATIONS IN THE NDS, LATEST EDITION AND SHALL BE CONTINUOUS OVER THREE ADJACENT SPANS MINIMUM. 9. ALL ROOF SHEATHING SHOULD CONSIST OF 8' APA RATED SHEATHING, EXPOSURE I, IDENTIFICATION NO. 32/ 16. NAIL WITH 1 Od NAILS AT 6" OC AT PANEL EDGES AND 12" OC ALONG INTERMEDIATE SUPPORTS. 10. PLACE BLOCKING UNDER ALL POSTS AND OTHER POINT LOADS TO PROVIDE CONTINUOUS SUPPORT DOWN TO THE FOUNDATION. 11. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON NAILS WITH SIZES SHOWN ON THE DRAWINGS. UNLESS NOTES OTHERWISE, ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE R602.3(1) OF THE IRC. FOUNDATION DRAIN (IF APPLICABLE) 1. THE FOUNDATION DRAIN SHOULD CONSIST OF A 3" DIAMETER PERFORATED PIPE, EMBEDDED IN FILTER FABRIC AND FREE DRAINING GRAVEL PLACED IN A TRENCH AT LEAST 12 INCHES IN WIDTH. FREE DRAINING GRAVEL OR CRUSHED STONE SHALL CONTAIN NOT MORE THAN 10% MATERIAL PASSING A NO. 4 SIEVE. TRENCH SHOULD BE OFFSET FROM EDGE OF NEAREST FOUNDATION BY 12 INCHES AND PROVIDE POSITIVE DRAINAGE TO SUMP PIT. DRAIN PIPE SHALL SLOPE TOWARD PIT AT A MINIMUM OF 1/8" PER FOOT. THE PIPE SHALL BE PLACED ON NOT LESS THAN 2 INCHES OF GRAVEL AND COVERED WITH NOT LESS THAN 6 INCHES OF THE SAME MATERIAL. IN ADDITION, THE TRENCH SHOULD BE LOCATED SUCH THAT A VISUALIZED LINE EXTENDING DOWNWARD AT A 45 DEGREE ANGLE FROM THE FOOTING DOES NOT INTERSECT THE NEAREST EDGE OF THE TRENCH EXCEPT WHERE DRAIN PASSES THE FOOTING TO THE PIT. 2. SUMP PIT SHALL BE DRAINED WITH A PUMP THAT DISCHARGES OR FREE DRAINS AWAY FROM THE FOUNDATION. PROVIDE AN OVERFLOW ALARM. REMEDIAL PIERS 1. REMEDIAL PIERS SHOWN ARE TO CONSIST OF RESISTANCE PIERS OR MICRO PILES. REFER TO MOST RECENT TECHNICA DING I STALLATION, SPECIFICATIONS AND REQUIREMENTS REGARDING PLACEMENT OF THE PIERING SYSTEMS. SPECIFIC PEIRING SYSTE 16 OED BY THE ENGINEER OF RECORD. `STER 0 , F 2. ALL PIERS/ANCHORS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND R , O 3. INSTALLING CONTRACTOR TO BE AN APPROVED CERTIFIED INSTALLER OF THE PIERS/ANCHORS APPROVED 0 _ 0 0' o W �So 000 oC7\=� S�ONAL E� 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303)229-1234 PROJECT NO. DEC25022018-01 GENERAL NOTES TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/REMODEL PROJECT 9805 WEST 36th AVENUE WHEAT RIDGE, COLORADO 80033 APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC SHEET NO: city f SO • Qt eat idge SCALE: NONE I DATE: APR 5, 2018 STRUCTURAL STEEL 1. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 50 KSI A572 FOR ALL WIDE FLANGE (W) AND TEE (WT) SHAPES; 36 SKI ALL ELSE, UNLESS NOTED OTHERWISE. 2. ALL BOLTS SHALL CONFORM TO ASTM A325, EXPECT ANCHOR BOLTS WHICH SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. 3. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET CONTINUOUS UNLESS OTHERWISE NOTED. A. WELD SIZES AND LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZES IF GAPS EXIST AT THE FACING SURFACE. B. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY AISC J2.1 .B AND J2.2.13. 4. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. STRUCTURAL STEEL MATERIAL PROVIDE THE FOLLOWING UNLESS NOTED: A. WIDE FLANGE AND WT SHAPES: ASTM A992/A992M GRADE 50 (345 - Fy = 50 KSI) B. HOLLOW STRUCTURAL SECTION (HSS) : 1. ROUND ASTM A53/A53M TYPE E OR S GRADE 'B' - Fy = 35 KSI 2. RECTANGULAR ASTM A500 GRADE 'B' - Fy = 46 KSI C. S, M, HP SHAPES, ANGLES, CHANNELS, AND OTHER STEEL NOT IDENTIFIED: ASTM A36/A36M - Fy = 36 KSI D. PLATES AND BARS ASTM A36/A36M - Fy = 36 KSI CONNECTION MATERIAL F1554 ANCHOR RODS AND BOLTS HAVE A SMALLER DIAMETER THAN STANDARD BOLTS. THIS SHOULD BE CONSIDERED IF USING THE BOLT IN BENDING. A. ANCHOR RODS: ASTM F1554 GRADE 55 WELDABLE, PLAIN - Fy = 55 KSI UNLESS NOTED OTHERWISE. PROVIDE HEAVY HEX HEADED RODS OR EQUIVALENT HEAVY HEX BEARING NUT TACK WELDED UNLESS NOTED OTHERWISE. B. HIGH-STRENGTH BOLTS: ASTM A325 (OR A490) OR ASTM F1852 TENSION -CONTROL TYPE 1 HEAVY HEX, PLAIN UNLESS NOTED OTHERWISE. PROVIDE TENSION -CONTROL BOLTS WHEN EVER POSSIBLE. C. WELDING ELECTRODES: AWS D1.1, E70XX ELECTRODES UNLESS NOTED OTHERWISE. D. HEADED ANCHOR STUDS (H.D.A.S.) ASTM A108 AND AWS D1.1 TYPE B - Fy = 50 KSI. STUDS SHALL BE AUTOMATICALLY END WELDED IN SHOP WHERE POSSIBLE. FOR COMPOSITE CONSTRUCTION, CONNECTORS SHALL BE FIELD WELDED THROUGH THE METAL DECK. E. DEFORMED ANCHOR STUDS (DAS) : ASTM A496 AND AWS D 1.1 - Fy = 70 KSI. F. EXPANSION ANCHORS: WEDGE TYPE, REFER TO SPECIFICATIONS FOR MATERIAL, GRADE, AND FINISH. SUBMIT ICBO REPORT. G. ADHESIVE ANCHORS: THREADED ROD ASTM A307, REFER TO MANUFACTURER'S SPECIFICATIONS FOR MATERIAL GRADE AND FINISH. H. SLEEVE ANCHORS: SIMPSON SLEEVE ALL OR EQUIVALENT, SUBMIT ICBO REPORT. I. SCREW ANCHOR: SIMPSON TITEN HD OR EQUIVALENT, SUBMIT ICBO REPORT. STRUCTURAL STEEL INSTALLATION A. ALL HIGH STRENGTH BOLTS USED IN COLUMN SPLICES, CONNECTIONS OF BEAMS AND GIRDERS TO COLUMNS, AND WHERE NOTED ON THE DRAWINGS AS TYPE "SC" OR OTHER TYPE FOLLOWED BY "T", SHALL BE TENSIONED TO THE VALUES OF TABLE J3.7 OF "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ASD," BY AISC. OTHER HIGH-STRENGTH BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC. CONNECTION DESIGN PROVIDE CONNECTIONS AS SHOWN IN THE STEEL BEAM CONNECTION SCHEDULE AND DETAILS HEREIN. PROVIDE 7/8" DIA CONNECTIONS UNLESS OTHERWISE NOTED. CONTACT ENGINEER FOR ALTERNATIVES AND OR ADDITIONAL INFORMATION SHOWN. WELDING REQUIREMENTS A. B. C. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TEST MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 1. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE FAYING SURFACE. 2. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY AISC ASD -1989; J2.1.b AND J2 ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303) 229-1234 GENERAL NOTES TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT 9805 WEST 36th AVENUE WHEAT RIDGE, COLORADO 80033 APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, I SHEET NO: (n� City of SO V�Tf e§t Ri PROJECT NO. DEC25022018-01 I I SCALE: NONE I DATE: APR 5, 2018 CONCRETE 1. ALL WORK SHALL CONFORM TO ACI 301 (CURRENT VERSION). ALL STRUCTURAL CONCRETE TO BE FROM TYPE 1 PORTLAND CEMENT, STONE AGGREGATE, AND DEVELOP 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. SLAB -ON -GRADE SHALL DEVELOP 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 20 DAYS. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE WATER -REDUCING ADMIXTURE IS USED. THE SLUMP OF CONCRETE PRIOR TO ADDITION OF A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 4". THE SLUMP OF CONCRETE CONTAINING A HIGH RANGE WATER -REDUCING ADMIXTURE SHALL NOT EXCEED 10". AIR CONTENT SHALL BE BETWEEN 5 AND 7 PERCENT. NO HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE IN SLABS OR BEAMS. 2. ALL CONCRETE SLABS -ON -GRADE TO HAVE CONTROL JOINTS AT LOCATIONS SHOWN ON PLAN. THE OWNER IS HEREBY MADE AWARE OF THE CHANCE OF MOVEMENT AND CRACKING OF SLABS PLACED ON COMPACTED FILL OR NATIVE SOILS. THE RISKS OF SWELLING SOILS AND RESULTING HEAVING/ CRACKING OF CONCRETE CAN BE MINIMIZED BUT NOT ELIMINATED WITH CAREFUL CONSTRUCTION AND MAINTENANCE PROCEDURES. 3. FOUNDATION ANCHOR BOLTS SHALL BE 1/ 2" DIAMETER X 12" AND SPACED AT 4'-0" O.C. AND 12" FROM EACH SIDE OF A CORNER AND 6" FROM THE END OF A SPLICE IN THE MUDSILL. PROVIDE A 3/4" CHAMFER AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 UNLESS NOTED OTHERWISE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS PRIOR TO PLACING CONCRETE. DO NOT CUT REINFORCEMENT THAT MAY CONFLICT. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN FORMED CONCRETE. 4. ALL REINFORCING STELL SHALL BE ASTM A615, GRADE 60 AND HAVE A MINIMUM OF 60,000 PSI YIELD STRENGTH. LAP SPLICES, WHERE PERMITTED BY THE ENGINEER, SHALL BE MINIMUM OF 74 BAR DIAMETERS. WHERE PERMITTED, SPLICES MAY BE CLASS B CONTACT SPLICES. 5. 6. CONCRETE: NORMAL WEIGHT AGGREGATE, DEVELOP 3000 PSI MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS. REINFORCEMENT PROTECTION A. CONCRETE PLACED AGAINST EARTH .................... 3- B. CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: 1. BARS #5 AND SMALLER...................................1 �" 2. BARS LARGER THAN#5...................................2" C. COLUMNS, GIRDERS, GRADE BEAMS, BEAMS ........... 1-1 / 2" D. SLABS OR WALLS NOT EXPOSED TO WEATHER OR EARTH: 1. BARS #11 AND SMALLER...................................1" 2. BARS LARGER THAN#11...................................1-1/2" 4. REINFORCING PLACING TOLERANCES: PER IRC 2012. 5. DETAILS BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF "ACI DETAILING MANUAL", PUBLICATION SP -66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318. 6. AT SPLICES LAP BARS 36xDIAMETER. MAKE BARS CONTINUOUS AROUND CORNERS OR PROVIDE MATCHING CORNER BARS. 7. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT POSITIONS SHOWN ON PLANS. ALL DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. "STABBING" DOWELS, BOLTS OR PLATES INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. 8. PLACE 2-#5 (1 EACH FACE) WITH 2'-0" PROJECTIONS AROUND OPENINGS IN CONCRETE. IN SLABS -ON -GRADE AND FLOOR TOPPING SLABS, OPENINGS LARGER THAN 12" IN ANY DIMENSION SHALL BE REINFORCED WITH 1-#4X 4 4'-0" PLACED DIAGONALLY TO EACH CORNER. 9. HORIZONTAL CONSTRUCTION JOINTS SHALL NOT BE PERMITTED IN WALLS UNLESS SHOWN ON THE STRUCTURAL DRAWINGS. 10. CONTINUOUS TOP AND BOTTOM BARS IN WALLS, BEAMS, AND GRADE BEAMS SPLICED AS FOLLOWS: A. TOP BARS - AT MIDSPAN B. BOTTOM BARS - OVER SUPPORT 11. WIRE FABRIC REINFORCEMENT: LAP ONE AND ONCE HALF MESH SPACES AT SPLICES AND WIRE TOGETHER. MESH AT POSITION SPECIFIED. GENERAL NOTES TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 9805 WEST 36th AVENUE (303) 229-1234 WHEAT RIDGE, COLORADO 80033 PROJECT NO. DEC25022018-01 APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC SHEET NO: City of SOVvQe9tRidge SCALE: NONE I DATE: APR 5, 2018 ion ABBREVIATIONS @ AT OR AROUND ADD'L ADDITIONAL ASS'Y ASSEMBLY BOC BOTTOM OF CONCRETE BOS BOTTOM OF STEEL ERG BEARING COL COLUMN CONC CONCRETE DEMO DEMOLISH/REMOVE AND PROPERLY DISPOSE OF DFT DRY FILM THICKNESS DT DOUBLE TEE E/W EAST/WEST E. C. EPDXY COATED EOR ENGINEER OF RECORD E.S. EACH SIDE E.W. EACH WAY EX EXISTING (E) EXISTING EXP EXPANSION F.O. FACE OF F.V. CONTRACTOR FIELD VERIFY FND FOUNDATION FS FAR SIDE GAL GALLON GPR GROUND PENETRATING RADAR LF LINEAL FEET LVL LAMINATED VENEER LUMBER (N) NEW N/S NORTH/SOUTH NS NEAR SIDE NS/FS NEAR SIDE AND FAR SIDE O.C. ON CENTER SPACING OPNG OPENING PL PLATE PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT RCP REFLECTED CEILING PLAN RE: REFER TO RQMT'S REQUIREMENTS SF SQUARE FEET SIM SIMILAR CONSTRUCTION CONDITIONS SOG SLAB ON GRADE STD STANDARD STL STEEL SS STAINLESS STEEL T&B TOP AND BOTTOM TEMP TEMPORARY TOC TOP OF CONCRETE TOS TOP OF STEEL TOW TOP OF WALL TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE W/ WITH W.P. WORK POINT WWF WELDED WIRE FABRIC 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303) 229-1234 PROJECT NO. DEC25022018-01 SYMBOLS LEGEND X = GRID LINE X. O= WORKLIST ITEM "X" vsz.00 = SECTION CUT "#" ON SHEET "S#.#" = SUBGRADE # = DRAWING REVISION "#" jJ�-' �-.�. J CURRENT REVISION SLOPE / STEP IN TOP OF �/ CONCRETE EXISTING BUSH OR OTHER MAJOR VEGETATION = TREE (CONIFEROUS) 0 � TREE (DECIDUOUS) I\ W \ems ONAL PLAN NOTES TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT 9805 WEST 36th AVENUE WHEAT RIDGE, COLORADO 80033 APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC SHEET NO: City f S0.10 Wheat idge SCALE: NONE I DATE: APR 5, 0lding Division EXCAVATE AS NECESSARY TO INSTALL REMEDIAL PIERS - TYP ALL LOCATIONS i -4'- 7111- (N) 4'- a (N) f / ' 52.04 \ TYP j UTIL! NOT CON REI j REV! I I I I I I I I � \ --------------- --------- DI ANI NI/1TCC. LEGEND (E) 8" CONCRETE FIND WALL AND SPREAD FOOTING (N) STEEL ANGLE SUPPORT - TO FACI APPLICABLE INDICATES SPAN DIRECTION OF (E) FLC)6a. I (E) PIERS TO BE CLIPPED (24" MIN) AN APPLICABLE I I (N) HELICAL PIER - RE: 52.04 AND S2. APPROXIMATE LOCATION AND REQUIR I I I I �..�.� (N) INTERIOR DRAIN SYSTEM I I REMOVE AND REPLACE CONCRETE SLA, I RE -LEVEL FLOOR - REINFORCE WITH N REMOVE AND REPLACE A MINIMUM OF I SLAB - PROPERLY COMPACT - TO BE I I I I EPDXY INJECT ALL CRACKS LARGER TF _- SIKADUR 35 HI -MOD LV -USE SIKADUf_--_-- I - - - - -- AND ATTACH INJECTION PORTS - FOU REQUIREMENTS FOR INSTALLATION ONCE THE APPLICABLE PORTIONS OF T BEEN RE -SUPPORTED AND RE -LEVELED SHOULD BE TUCK POINTED AND REPAIF APPLICABLE e e Know what's below. Call before you dig. N � 06 O NNm N O N <86 Ln N W m Q x w ZN W N n Or � m U M O 0O O 00 0 - Luo Q LU c3 0 O cr LO MLu � O F- Q F- Lu n -i� 2 f- N LU 00 tw- Q W rr 1. ALL DIMENSIONS AND LOCATIONS OF BUILDING AND PROPERTY ELEMENTS ARE TO BE FIE ARE INTENDED FOR REPRESENTATION PURPOSES ONLY. 2, PIER LOADINGS SHOWN ARE WORKING LOADS - PIERS SHOULD BE INSTALLED TO CAPACIz po REG o 3. MINIMUM PIER DEPTHS ARE FROM THE BOTTOM OF THE FOUNDATION. 4, EXISTENCE AND LOCATION OF EXISTING FOOTING AND/OR PIERS SHOWN IS ASSUMED. C e lP o Z EXCAVATION FOR THE INSTALLATION OF THE REMEDIAL PIERS. THIS LAYOUT AND THE RI C� 7 41 of Z Q OF THE STRUCTURE WHERE SETTLEMENT WAS NOTED AND THE INFORMATION PROVIDE 0 _ e W 0 1 COMMENCES TO PERFORM A FOLLOW-UP INVESTIGATION OF THE FOUNDATION TO CON FA -::7. OF EXISTING FOUNDATION COMPONENTS AND PIERS, ETC. THE REPAIR SCOPE SHOWN I D� ° �44/ TO FULLY CONFIRM THE TYPE OF EXISTING FOUNDATION AND THE EXT a BE CONDUCTED UNTIL THIS FOLLOW-UP REVIEW CAN BE CONDUCTED AND THE CONDITIONS CONFIRMED. S % 0NA L 5. ANY AND ALL CONSTRUCTION SHORING REQUIRED DURING THE PROPOSED SCOPE OF WC O 6, FOUNDATION LOCATION ( APR 5, 2018 WH RE THE PIERS ARE 0 BE INSTALLED. THE RESIDUAL PORTIONS FOOTINGSOM THAT SHOWN ON THESE PLANS. IF ROF THE F O w r LU 7. IT SHOULD BE NOTED THAT, THESE PLANS ARE BASED ON VISIBLE OBSERVATION OF THEEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC N HAS OCCURRED. Z Q d w V) J Q U N 00 of t Ridge Division DI AAI AInTCC. 1. 2. 3. 4. 5. 6. 7. 8. 9. ALL DIMENSIONS AND LOCATIONS OF BUILDING AND VERIFIED BY THE OWNER. PROPERTY ELEMENTS ARE TO BE FIELD DETERMINED BY CONTRACTOR. WE SHOULD BE CONTACTED IF ONSITE CONDITIONS DIFFER SIGNIFICANTLY FRC DAVIS ENGINEERING CONSULTANTS SHOULD BE CONTACTED TO PROVIDE COI, ANY AND ALL CONSTRUCTION SHORING REQUIRED ALL SAWN LUMBER TO CONSIST OF DOUGLAS -FIR #2 GRADE OR BETTER — Fb CONNECT ALL RAFTERS TO STRUCTURE WITH H2.5T SIMPSON HURRICANE TIE DURING THE PROPOSED SCOPE OF WORK IS THE /J PROVIDE (N) 3x3x1' STEEL LINTEL OVER ALL OPENINGS IN (N) BRICK MASONF E�' �S, MASONRY. OVER ALL WALL OPENINGS A RESPONSIBILITY OF THE CONTRACTOR. ATTACH ALL NON -CONTINUOUS FLOOR JOISTS TO JOIST HEADERS WITH (2) 1 ALL THREE PLY LVL BEAMS ARE TO BE CONTINUOUSLY JOINED WITH (3) ROW FOUNDATION TYPE MAY DIFFER FROM THAT SHOWN 4 DIMENSIONS SHOULD BE VERIFIED IN THE FIELD AND WITH ANY ARCHITECTURAL e IY THE RECOMMENDATIONS, REPAIRS AND STRUCTURAL ENHANCEMENTS SHO tjj ON THESE PLANS. ° ENHANCEMENTS SHOWN ON THESE PLANS ARE VALID. THIS WILL ALSO PRO ATTENTION. PRESSURE BLOCKING MAY BE USED IN LIEU OF SKEWED/SLOPED HANGERS. NF S' ONA L BLOCK. IT SHOULD BE NOTED THAT, THESE PLANS ARE BASED ANY NEW FLOOR CONSTRUCTION SHALL BE J" T&G PLYWOOD. APR ALL STEEL BEAMS TO HAVE TOP PLATES TO ATTACH TO DIAPHRAGM, TOP P �, 2 018 ALL WOOD FOR STRUCTURAL FRAMING SHALL BE STRESS -GRADED, KILN DRIE STRESS -GRADED LUMBER AND ITS FASTENINGS" BY THE NATIONAL FOREST BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC ON VISIBLE OBSERVATION OF THE EXISTING ' STRUCTURAL ELEMENTS AND THE ARCHITECTUAL PLANS PROVIDED. ALL NEW STRUCTURAL ELEMENT ARE TO COMPLY WITH MANUFACTURER'S REQUIREMENTS AND THE 2015 IRC NO RESPONSIBILITY IS TAKEN FOR ELEMENTS THAT WERE NOT READILY VISIBLE AT THE TIME OF OUR j REVIEW. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATING _ ALL UTILITY LOCATES. ARING WE SHOULD BE CONTACTED TO PERFORM COMPLIANCE (BELOW) OBSERVATIONS. ONCE MODIFICATIONS ARE COMPLETED, EXTERIOR— GRADING SHOULD BE RE-ESTABLISHED. MAINTAIN 5°k MINIMUM SLOPE AWAY FROM THE EXISTING FOUNDATION FOR A MINIMUM OF 10 FEET. I / Z , GENERAL FRAMING NOTES L 1 2. 3. 4, 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. THE LAYOUT AND DIMENSIONS OF THE EXISTING CONDITIONS ARE TO BE FIEL[ VERIFIED BY THE OWNER. WE SHOULD BE CONTACTED IF ONSITE CONDITIONS DIFFER SIGNIFICANTLY FRC DAVIS ENGINEERING CONSULTANTS SHOULD BE CONTACTED TO PROVIDE COI, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE CCA PRESSURE ALL SAWN LUMBER TO CONSIST OF DOUGLAS -FIR #2 GRADE OR BETTER — Fb CONNECT ALL RAFTERS TO STRUCTURE WITH H2.5T SIMPSON HURRICANE TIE ALL FRAMING AND CONNECTIONS SHOULD COMPLY WITH MANUFACTURER'S I /J PROVIDE (N) 3x3x1' STEEL LINTEL OVER ALL OPENINGS IN (N) BRICK MASONF E�' �S, MASONRY. OVER ALL WALL OPENINGS A INSTALL (N) HEADERS (DOUBLE 2x8's) INTERIOR ATTACH ALL NON -CONTINUOUS FLOOR JOISTS TO JOIST HEADERS WITH (2) 1 ALL THREE PLY LVL BEAMS ARE TO BE CONTINUOUSLY JOINED WITH (3) ROW ALL DIMENSIONS AND LOCATION OF STRUCTURAL ELEMENTS SHOWN ARE BA ° 4 DIMENSIONS SHOULD BE VERIFIED IN THE FIELD AND WITH ANY ARCHITECTURAL e IY THE RECOMMENDATIONS, REPAIRS AND STRUCTURAL ENHANCEMENTS SHO tjj ANTICIPATED THAT A FOLLOW-UP STRUCTURAL WALK-THROUGH WILL BE N ° ENHANCEMENTS SHOWN ON THESE PLANS ARE VALID. THIS WILL ALSO PRO ATTENTION. PRESSURE BLOCKING MAY BE USED IN LIEU OF SKEWED/SLOPED HANGERS. NF S' ONA L BLOCK. ANY NEW FLOOR CONSTRUCTION SHALL BE J" T&G PLYWOOD. APR ALL STEEL BEAMS TO HAVE TOP PLATES TO ATTACH TO DIAPHRAGM, TOP P �, 2 018 ALL WOOD FOR STRUCTURAL FRAMING SHALL BE STRESS -GRADED, KILN DRIE STRESS -GRADED LUMBER AND ITS FASTENINGS" BY THE NATIONAL FOREST BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC ALL LVL OR WOOD HEADERS REQUIRE A MIN OF (2) 2x4 TRIMMERS AND (1) ; Ridge Division EXCAVATE 3'x3'x2'DEEP ACCESS CHANCE SS5 1 Z" SQUARE SHAFT OR -EEL STEEL PIT @ LOCATION OF NEW HELICAL )UARE BAR PIER LENGTH = 25'-30' - MIN (1) 8" HELIX - MIN EMBEDMENT INTO UNWEATHERED PIER - AS REQUIRED TO INSTALL BEDROCK - 5' FEET MINIMUM TO BE VERIFIED IN FIELD - MIN PIER - SOME AREAS MAY 8" HELIX -- - MIN REQUIRE REMOVAL OF CONCRETE O .P�STER `9 , FLATWORK (E) CONC WALL 1- -I (N) EXP ANCHORS REFER TO MANUFACTURER FOR SIZE AND EMBEDMENT (W EXP ANCHORS - -- REQUIREMENTS REFER TO MANUFACTURER FOR LL SIZE AND EMBEDMENT < mO REQUIREMENTS :E0 ^off `=m 0 0 (E) CONC FTG 0 0 (N)PIER ATTAC MENT 61„ BRACKET MAN FACTURED BY AB CHANCE - R APPROVED EQUAL- HOT IPPED GALVANIZED II A II CHIP (E) FTG (ASSUMED) J =1--I -- SAWCUT AND CHIP (N) PIER ATTACHMENT BRACKET MANUFACTURED BY AS REQUIRED FOR GOOD, `� OUT (E) FTG AB CHANCE - OR APPROVED BRACKET FIT -- (ASSUMED) AND - EQUAL - HOT DIPPED SECTION OF WALL AS GALVANIZED REQUIREBR OC<E SIDE VIEW A (N) HELICAL PIER - FIT i" LEAD iELLX - MIN CROSS SECTION coo A Ai OPTIONAL DOUBLE HELIX LEAD SECTION 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303) 229-1234 PROJECT NO. DEC25022018-01 FOUNDATION DETAIL TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT 9805 WEST 36th AVENUE WHEAT RIDGE, COLORADO 80033 T�j SS1 0NA L APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC SCALE: NONE SHEET NO: S 2.0 4ity o Wheat idge DATE: APR 5, AUAng Division CHANCE SS5 1 Z" SQUARE SHAFT OR -EEL STEEL APPROVED EQUAL )UARE BAR PIER LENGTH = 25'-30' - MIN (1) 8" HELIX - MIN EMBEDMENT INTO UNWEATHERED BEDROCK - 5' FEET MINIMUM TO BE VERIFIED IN FIELD - MIN TORQUE TO BE 4000 FT -LBS 8" HELIX - MIN O .P�STER `9 , i" LEAD iELLX - MIN CROSS SECTION coo A Ai OPTIONAL DOUBLE HELIX LEAD SECTION 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303) 229-1234 PROJECT NO. DEC25022018-01 FOUNDATION DETAIL TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT 9805 WEST 36th AVENUE WHEAT RIDGE, COLORADO 80033 T�j SS1 0NA L APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC SCALE: NONE SHEET NO: S 2.0 4ity o Wheat idge DATE: APR 5, AUAng Division 34, TO DIA. BOL NOTES 1. HOT DIP GALVANIZE PER ASTM A153 -(LATEST REVISION). 2. ASSEMBLE COMPLETE AS SHOWN IN SIDE VIEW. 3. THE NUTS ON THE LIFTING BOLTS AND CROSS BOLTS MUST BE TIGHTENED TO ACHIEVE A SNUG -TIGHT CONDITION AS DEFINED IN SECTION J3 OF AISC 360-05; AS A MINIMUM, NUTS MUST BE TIGHTENED 1/4 TURN BEYOND HAND TIGHT CONDITION. DO NOT EXCEED 165 FT -LB OF TORQUE ON LIFTING BOLTS DURING LIFTING STABILIZATION OR LOAD LOCK OFF. JCE 4. RECOMMENDED ANCHOR SHAFT CUTOFF LEVEL ABOVE THE BOTTOM OF THE B FOOTING IS 10" TO 1 1" FOR MAXIMUM LIFT DISTANCE. 5. FOR DETAILED INSTALLATION INSTRUCTIONS, READ CHANCE BULLETIN 01-9812. 6. MATERIAL SPECIFICATIONS: HELIX STEEL GRADE BRACKET BODY : PER ASTM A36 AND ASTM A570 GR. SO. T -PIPE TUBE : HOT ROLLED MECHANICAL TUBING PER ASTM A500. 5500 LIFTING BOLTS : HEX HEAD BOLT PER ASTM A325, TYPE 1. 8' CROSS BOLT :HEX HEAD BOLT PER ASTM A325, TYPE 1.. .ONG 7. SEE ICC -ES EVALUTATION SERVICE, INC., EVALUATION REPORT NO. ESR -2794 1. 5' FOR STRENGTH VALUES AND/OR CONDITIONS OF USE CONCERNING 50 INFORMATION PRESENTED ON THIS DRAWING. 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303)229-1234 PROJECT NO. DEC25022018-01 FOUNDATION DETAIL TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT 9805 WEST 36th AVENUE WHEAT RIDGE, COLORADO 80033 lip .,w4Pi ! p S�,PNAL APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC SHEET NO: S2.0Ty of Wheat Ridge SCALE: NONE DATE: APR 5, 2 ji?iing Division L EA17 SECTION CA r NO, SHAFT MATERIAL TORQUE RATING (FT -LB) A B C D F W T HELIX STEEL GRADE C150-0397 SS5 5500 82. 25' 8' 10' 12' 22. 25' 1. 5' 375' 50 C150-0398 SS5 5500 123' 10' 12' 14' 51' 1.5' 375' 50 C150-0399 SS5 5500 123' 12' 14' 16' 39' 1.5' 375' 50 C150-0400 SS150 7000 82, 25' 6' 8' 10' 34, 25' 1. 5' 375' 80 C150-0401 SS175 11000 83' 8' 10' 12' 23' 1,75' ,375' 80 C150-0402 SS175 11000 129' 10' 12' 14' 57' 1.75' .375' 80 C150-0403 SS20C 16000 85' 8' 10' 12' 25' 2.0' 5' 80 C150-0404 SS200 16000 131' 10' 12' 14' 59' 2.0' 5' 80 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 (303)229-1234 PROJECT NO. DEC25022018-01 FOUNDATION DETAIL TITLE: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT 9805 WEST 36th AVENUE WHEAT RIDGE, COLORADO 80033 lip .,w4Pi ! p S�,PNAL APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC SHEET NO: S2.0Ty of Wheat Ridge SCALE: NONE DATE: APR 5, 2 ji?iing Division (N) (2) '-z' DIA THROUGH BOLT INSTALL AS SHOWN THROUGH FLOOR JOIST (E) FLOOR JOISTS (N) (2) z'" DIA THROUGH BOLTS BLOCK AS REQUIRE INSTALL AS SHOWN THROUGH BLOCKING EXTENT OF (E) WINDOW ' 4 1 TYP --- — - — — (E) CONC WALL v (N) L2-Z'x2-z"x8" VERTICAL ANGLES MAY BE STEEL ANGLE STRUT ATTACHED TO (E) WALL — CONNECT TO WALL WITH WITH $" DIA EXPANSION DIA x 3-1" TITAN SD ANCHORS IN LIEU OF SCREWS @ 16" OC TITAN ANCHORS -- MIN j — GROUT BETWEEN ANGLE EMBEDMENT OF 3-21" AND WALL AS REQUIRED 1 REQUIRED PROVIDE FULL BEARING I SAWCUT AND REMOVE SECTON OF (E) CONC WALL TO ACCOMODATE 1'-4" TYP (N) WINDOW OPENING — NOT TO EXCEED 3' IN i DEPTH AND 4' IN WIDTH 4" TYP 3/16 3/16 (E) CONC SLAB (E) CONC FTG v �b - - -� REG/s < oST O�GF vO�Q 1 � NOTE: Lv \ o ELEVATION SHOWN ABOVE IS ALONG INSIDE FACE OF FOUNDATION WALL — 52.06 <1\ SS��NAL e��G ASSEMBLY TO BE INSTALLED ALONG INTERIOR FACE OF WALL AND ENCAPSULATED IN NEW WALL FRAMING APR 5, 2018 OF INTERIOR PARTITION WALL FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC EGRESS WINDOW REINFORCEMENT DETAIL TITLE: STRUCTURAL MODIFICATION PLANS SHEET NO: RENOVATION/ REMODEL PROJECT S 2.0 6a 5082 E HAMPDEN AVE, SUITE 145 DENVER, CO 80222 gg05 WEST 36th AVENUE Wheat idge (303) 229-1234 WHEAT RIDGE, COLORADO 80033 PROJECT NO. DEC25022018-01 SCALE: NONE DATE: APR 5, 20Woding Division (E) BRICK VENEER (E) RIM AND SILL PLATE (E) CONC WALL SLOPE EXTERIOR GRADE AWAY FROM FOUNDATION A MIN OF 5% FOR FIRST 10 FEET (E) FRAMED WALL - (N) (2) Z" DIA THROUGH BOLTS - INSTALL AS SHOWN THROUGH BLOCKING (E) FLOOR SHEATHING (N) 1 -2 -21"x2 -21"x8" VERTICAL STEEL ANGLE STRUT - CONNECT TO WALL WITH 8" DIA x 3-21° TITAN SD SCREWS @ 16" OC - GROUT BETWEEN ANGLE AND WALL AS REQUIRED TO PROVIDE FULL BEARING _ r r _ SAWCUT AND REMOVE _ SECTON OF (E) CONC - - WALL TO ACCOMODATE -- f (N) WINDOW OPENING - NOT TO EXCEED 3' IN - -- (E) INTERIOR CONC SLAB AND EXP JOINT DEPTH AND 4' IN WIDTH tel- -- °� ' (E) CONC FTG �-0 741 e -- LLJ ° ONAL APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC EGRESS WINDOW REINFORCEMENT DETAIL TITLE: SHEET NO: STRUCTURAL MODIFICATION PLANS RENOVATION/ REMODEL PROJECT �` 2. O �� f 5082 E HAMPDEN AVE, SUITE 145 9805 WEST 36th AVENUE J Id e DENVER, CO 80222 otleat 9 (303) 229-1234 WHEAT RIDGE, COLORADO 80033 PROJECT NO. DEC25022018-01 I i SCALE: NONE DATE: APR 5, 2q"lding Division ♦kill City of 'r/ Wheat is e .Y�MuNiTy DEVELOPMENT APPROVED Reviewed for Code Compliance Plans Eun+lner Dsi1t lhr lrwarx c/..t+�• a approval as••#r spolmr.atoetsWnotOroPef"1W.aonapwarda4414F "Mbsb r_ rrdlAerovislarotdthekoa vcodeorolanyCily-4tawsrl hob prsv�Aq to gw ovthorb to violate gfcancN the ormilklm 4100 AILW V tads a,athreal*Vftm of the aty Shah not be valid Reviewed for Zoning Compliance by the to, City of Wheat Ridge Planning Division APPROVED ey. SCQTT- ,,Tr -em DATE: S/2 1 q' COMMENTS: (a0-,,4 k q Address: 9805 W. 36th Ave. owner: Real Property Acquisition Initiatives, LLC address: 5023 W. 1201h Ave, Broomfield, CO E 30 i Tit, The first 25' of a driveway from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick paver or similar material. Contact Dept of Public Works for ROW Permit 303-235-2861,-F Wo'* will bP- 16,& ,+ TA a+ 7 -f�11ni� 1 -- L elf e._ -I7�0': Address: 9805 W. 36th Ave owner: Real Property Acquisition Initiatives, LLC address: 5023 W. 120th Ave. Broomfield, CO -►�� 4 4\4� Ovi 01 wheat Ridge ,al fid"RO viv�sk0" z 11 (s Lk `= i 02- 07 �q103 C1 - C) �J Address: 9805 W. 36th Ave. owner: Real Property Acquisition Initiatives, LLC address: 5023 W. 1201hAve. Broomfield, CO L ? F �_.� t YJ L' -CLI a fg.^. I - ,��-+` ���ry .# i Cit}, of Wheat Ridge Building Division Address: 9805 W. 36th Ave. Ali owner: Real Property Acquisition Initiatives, LLC . address: 5023 W. 120th Ave, Broomfield, CO CIT) C, L::4 PIS IT //' ilk j � ! ; W A-Lxl- (3 vV4"45 IZAi�- � zF) f �-CWe S( F I L3,--- V�j f t - Vrp) VL OVI dt V4\\01, \d(je T4\\01,:\d(je 15\06001\4\ ` 11 5\06001\4\011 -- -3 ,sr- '� - a al Address: 9805 W. 36th Ave. owner: Real Property Acquisition Initiatives, LLC address: 5023 W. 120th Ave. Broomfield, CO VC d V1 Mpv SK i ! �-22 a ! vity of Wheat Ridge g�ildin9 pivision ! PLAN NOTES: 1. ALL DIMENSIONS AND LOCATIONS OF BUILDING AND PROPERTY ELEMENTS ARE TO BE FIELD DETERMINED BY CONTRACTOR. 2. ANY AND ALL CONSTRUCTION SHORING REQUIRED DURING THE PROPOSED SCOPE OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. 3. FOUNDATION TYPE MAY DIFFER FROM THAT SHOWN ON THESE PLANS. 4. IT SHOULD BE NOTED THAT, THESE PLANS ARE BASED ON VISIBLE OBSERVATION OF THE EXISTING STRUCTURAL ELEMENTS AND THE ARCHITECTUAL PLANS PROVIDED. 5. ALL NEW STRUCTURAL ELEMENT ARE TO COMPLY WITH MANUFACTURER'S REQUIREMENTS AND THE 2015 IRC 6. NO RESPONSIBILITY IS TAKEN FOR ELEMENTS THAT WERE NOT READILY VISIBLE AT THE TIME OF OUR REVIEW. 7. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATING ALL UTILITY LOCATES, 8. WE SHOULD BE CONTACTED TO PERFORM COMPLIANCE OBSERVATIONS. 9. ONCE MODIFICATIONS ARE COMPLETED, EXTERIOR GRADING SHOULD BE RE-ESTABLISHED. MAINTAIN 5% MINIMUM SLOPE AWAY FROM THE EXISTING FOUNDATION FOR A MINIMUM OF 10 FEET. GENERAL FRAMING NOTES ��_ 1. THE LAYOUT AND DIMENSIONS OF THE EXISTING CONDITIONS ARE TO BE FIELD VERIFIED BY THE OWNER AND THE CONTRACTOR. THE EXTENT OF ALL CONSTRUCTION IS TO BE VERIFIED BY THE OWNER. 2. WE SHOULD BE CONTACTED IF ONSITE CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE INDICATED ON THE PLANS. 3. DAVIS ENGINEERING CONSULTANTS SHOULD BE CONTACTED TO PROVIDE COMPLIANCE OBSERVATIONS AND SPECIAL INSPECTION DURING THE PROJECT. 4, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE CCA PRESSURE TREATED. 5. ALL SAWN LUMBER TO CONSIST OF DOUGLAS -FIR #2 GRADE OR BETTER - Fb = 875 psi, E = 1,600,000 psi. 6. CONNECT ALL RAFTERS TO STRUCTURE WITH H2.5T SIMPSON HURRICANE TIES. 7. ALL FRAMING AND CONNECTIONS SHOULD COMPLY WITH MANUFACTURER'S REQUIREMENTS AND THE 2015 IRC. 8. PROVIDE (N) 3x3xii" STEEL LINTEL OVER ALL OPENINGS IN (N) BRICK MASONRY 3" MINIMUM EMBEDMENT FOR EACH END REQUIRED. INSTALL LINTEL FOR EACH WYTHE OF MASONRY. 9. INSTALL (N) HEADERS (DOUBLE 2x8's) OVER ALL INTERIOR WALL OPENINGS AND DOORWAYS AS NECESSARY. 10. ATTACH ALL NON -CONTINUOUS FLOOR JOISTS TO JOIST HEADERS WITH (2) A34 SIMPSON CLIPS - (1) EACH SIDE - TYPICAL FOR ALL CONDITIONS AND FRAMING ENCOUNTERED 11. ALL THREE PLY LVL BEAMS ARE TO BE CONTINUOUSLY JOINED WITH (3) ROWS OF SDS SCREWS AT 12" O.C. 12. ALL DIMENSIONS AND LOCATION OF STRUCTURAL ELEMENTS SHOWN ARE BASED ON THE PREVIOUS ARCHITECTURAL DRAWINGS AND INFORMATION PROVIDED BY THE CLIENT. ALL DIMENSIONS SHOULD BE VERIFIED IN THE FIELD AND WITH ANY ARCHITECTURAL PLANS DEVELOPED AND THE GENERAL CONTRACTOR PRIOR TO RE -CONSTRUCTION. 13, THE RECOMMENDATIONS, REPAIRS AND STRUCTURAL ENHANCEMENTS SHOWN ON THESE PLANS AND DETAILS ARE BASED ON LIMITED OBSERVATIONS/ INVESTIGATION. IT IS ANTICIPATED THAT A FOLLOW-UP STRUCTURAL WALK-THROUGH WILL BE NECESSARY ONCE APPLICABLE INTERIOR FINISHES ARE REMOVED TO VERIFY AND CONFIRM THAT THE ENHANCEMENTS SHOWN ON THESE PLANS ARE VALID. THIS WILL ALSO PROVIDE THE OPPORTUNITY TO IDENTIFY ADDITIONAL STRUCTURAL ISSUES WHICH MAY REQUIRE REMEDIAL ATTENTION. 14, PRESSURE BLOCKING MAY BE USED IN LIEU OF SKEWED/SLOPED HANGERS. NAILING SHOULD CONSIST OF (B) 12D NAILS INTO RIDGE AND (4) 12D NAILS FROM EACH RAFTER INTO BLOCK. 15. ANY NEW FLOOR CONSTRUCTION SHALL BE J" T&G PLYWOOD. 16. ALL STEEL BEAMS TO HAVE TOP PLATES TO ATTACH TO DIAPHRAGM. TOP PLATE ATTACHED WITH .0145 POWER ACTUATED FASTENERS @ 24" OC. 17. ALL WOOD FOR STRUCTURAL FRAMING SHALL BE STRESS -GRADED, KILN DRIED, DOUGLAS FIR, HEM -FIR LARCH. GRADING SHALL BE PER "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADED LUMBER AND ITS FASTENINGS" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 18. ALL LVL OR WOOD HEADERS REQUIRE A MIN OF (2) 2x4 TRIMMERS AND (1) 20 KING STUD, UNLESS OTHERWISE NOTED.. KUUI- WAMINIb FLAN NTS APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC 0 N N 0 un N w 0 O Z U Lu O d 00 0 N Lri w F- 0 N 0 Z t T Lu V) g n Division EXCAVATE AS NECESSARY TO INSTALL REMEDIAL PIERS - TYP ALL LOCATIONS - REMOVE AND REPLACE (E) REAR -4' CONCRETE PATIO AS NECESSARYTO Ln 52.05 FACILITATE INSTALLATION OF (N) PIERS TYP 0 rj - - - - - - - ---- ----- V) N 't ---------------------- ------------------------------------------------------------- _Nm - - - - --- - - - - - - - - - - < 8 c� - - ---- - - -- - - - - - - - ----- --- - - - - - - - - - - - - - - - - - - - - - - - ----------- - - - - - - - - - - - - - - - - - - - - - - ------- - - - - - - - - - - - - - - - - - - - - --- '-- - z - N LU (E) CONCRETE 0 FOUNDATION WALL 0 S2 06a (N) REMEDIAL HELICAL PER - INSTALL AT LOCATIONS SHOWN AND FOOTING TYP (N) REMEDIAL HELICAL PER - INSTALL AT LOCATIONS SHOWN Eq S2.04 PIER LOCATIONS MAY VARY BASED ON CONFLICTS WITH (E) PIER LOCATIONS MAY VARY BASED ON CONFLICTS WITH (E) UTILITIES AND MECHANICAL/ELECTRIAL ELEMENTS 00 TYP UTILITIES AND MECHANICAL/ ELECTRIAL ELEMENTS 0 Ln LU -1 NOTE: EXISTENCE AND LOCATION OF (E) FOUNDATION 0 NOTE; EXISTENCE AND LOCATION OF (E) FOUNDATION COMPONENTS IS ASSUMED - WE SHOULD BE CONTACTED TO COMPONENTS IS ASSUMED - WE SHOULD BE CONTACTED TO TIONS AND REVIEW FND ONCE EXCAVATED TO CONFIRM CONDI REVIEW FND ONCE EXCAVATED TO CONFIRM CONDITIONS AND REVISE REPAIR SCOPE AND DETAILS AS NECESSARY STY04 REVISE REPAIR SCOPE AND DETAILS AS NECESSARY I II ---------------------------------------------------- (E) BASEMENT AREA zL0 CD CD EXCAVATE AS 0 00 NECESSARY TO LEGEND 1 Z Er LU c) INSTALL REMEDIAL 0 L =) (E) W CONCRETE FND WALL AND SHALLOW Z PIERS - TYP ALL _T_ F- LU < SPREAD FOOTING > = LOCATIONS C) < 0 LL_ _j 25 0 (N) STEEL ANGLE SUPPORT - TO FACILITATE RE -LEVELING NG - IF LU mU APPLICABLE 1\ 1R M LLT INDICATES SPAN DIRECTION OF (E) FLOOR JOISTS I (E) STAIRS TO BE S2106a 1 <_j z 0 N SD FLIPPED AND 91 F= (E) PIERS TO BE CLIPPED (24- MIN) AND RE -SUPPORTED, IF RE -INSTALLED F - Lr) LU < _j APPLICABLE z CD 00 (N) HELICAL PIER - RE: 52.04 AND 52.05 - INDICATES Lo r'= a) APPROXIMATE LOCATION AND REQUIRED LOAD CAPACITY LU (N) INTERIOR DRAIN SYSTEM I-_ z < < REMOVE AND REPLACE CONCRETE SLAB AS REQ'D TO i 1 I a_ RE -LEVEL FLOOR - REINFORCE WITH WELDED WIRE FABRIC - I 1 LLJ REMOVE AND REPLACE A MINIMUM OF 12' OF SOIL BENEATH I 1 1 LI) SLAB - PROPERLY COMPACT - TO BE DETERMINED Lii > LU EPDXY INJECT ALL CRACKS LARGER THAN -,J' IN WIDTH - USE < SIKADUR 35 HI -MOD LV - USE SIKADUR 33 TO SEAL CRACK AND ATTACH INJECTION PORTS - FOLLOW MANUFACTURER'S I ----------- ------------ REQUIREMENTS FOR INSTALLATION ONCE THE APPLICABLE PORTIONS OF THE FOUNDATION HAVE I r------- RE-SUPPORTED AND RE -LEVELED, THE (E) BRICK VENEER I I> < 00 SHOULD BE TUCK POINTED AND REPAIRED AS NECESSARY, IF 5; < < APPLICABLE C, FOUNDATION PLAN no NTS p 0p in <CL_ 1L-- -------- - -------------- ----------------------------- LU Z LU i I I - z �;: �e ------- 0 L) IJ_j L-------------------------------------------------------- LLJ < 8. THE INSTALLATION OF ALL REMEDIAL STRUCTURAL REPAIRS AND ELEMENTS IS TO COMPLY WITH MANUFACTURER'S REQUIREMENTS AND THE 2015 IRC. Know what's below. C) PLAN NOTES: Call before you dig. 1 ALL DIMENSIONS AND LOCATIONS OF BUILDING AND PROPERTY ELEMENTS ARE TO BE FIELD DETERMINED BY CONTRACTOR. ALL BUILDING ELEMENTS 9. NO RESPONSIBILITY IS TAKEN FOR ELEMENTS THAT WERE NOT READILY VISIBLE AT THE TIME OF OUR REVIEW. ARE INTENDED FOR REPRESENTATION PURPOSES ONLY. 10. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATING ALL UTILITY LOCATES. 2. PIER LOADINGS SHOWN ARE WORKING LOADS - PIERS SHOULD BE INSTALLED TO CAPACITY OF A SAFETY FACTOR OF 2.Q REG 11. WE SHOULD BE CONTACTED TO PERFORM COMPLIANCE OBSERVATIONS OF THE REMEDIAL PIERING. OMISSION OF PIERS IS TO BE DETERMINED BY THE REG 0 3, MINIMUM PIER DEPTHS ARE FROM THE BOTTOM OF THE FOUNDATION. ENGINEER OF RECORD. ADDITIONAL PIERS MAY BE REQUIRED - THIS WILL BE DETERMINED BY THE ENGINEER AT THE TIME OF THE COMPLIANCE OBSERVATIONS. < 4. EXISTENCE AND LOCATION OF EXISTING FOOTING AND/OR PIERS SHOWN IS ASSUMED. CONTRACTOR TO VERIFY LOCATIONS OF PIERS DURING C) EXCAVATION FOR THE INSTALLATION OF THE REMEDIAL PIERS. THIS LAYOUT AND THE REPAIR SCOPE IS BASED ON CURSORY REVIEW OF THE PORTION 12. ONCE REPAIRS ARE COMPLETED, EXTERIOR GRADING SHOULD BE RE-ESTABLISHED. MAINTAIN 5% MINIMUM SLOPE AWAY FROM THE EXISTING FOUNDATION FOR A MINIMUM OF 10 FEET. Z D Z OF THE STRUCTURE WHERE SETTLEMENT WAS NOTED AND THE INFORMATION PROVIDED. WE SHOULD BE CONTACTED ONCE EXCAVATION < COMMENCES TO PERFORM A FOLLOW-UP INVESTIGATION OF THE FOUNDATION TO CONFIRM THE VALIDITY OF THE REPAIR SCOPE, THE LOCATION/TYPEW 0 OF EXISTING FOUNDATION COMPONENTS AND PIERS, ETC. THE REPAIR SCOPE SHOWN IS CONSIDERED PRELIMINARY UNTIL A FOLLOW-UP REVIEW CAN 13. DAVIS ENGINEERING CONSULTANTS, LLC DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE FUTURE PERFORMANCE OF THE FOUNDATION AND/OR THE IMPLEMENTED REPAIR. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT STANDARDS, TYPICAL DESIGN SOIL PARAMETERS, AND LL BE CONDUCTED TO FULLY CONFIRM THE TYPE OF EXISTING FOUNDATION AND THE EXTENT OF DAMAGE. RESIDUAL PIERS SHOULD NOT BE INSTALLED EXCEPTED ENGINEERING DESIGN PROCEDURES, AND IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF COMPLETION. THE DESIGN IS UNTIL THIS FOLLOW-UP REVIEW CAN BE CONDUCTED AND THE CONDITIONS CONFIRMED. INTENDED TO MINIMIZE THE DIFFERENTIAL MOVEMENT RESULTING FROM MOISTURE -INDUCED MOVEMENT OF EXPANSIVE SOIL CAUSED BY SEASONAL 5. ANY AND ALL CONSTRUCTION SHORING REQUIRED DURING THE PROPOSED SCOPE OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. MOISTURE CHANGES. IT MUST BE RECOGNIZED THAT FOUNDATION COMPONENTS, AND IN PARTICULAR, FLOOR SLABS AND OTHER FLATWORK, WILL /0NAL 0 UNDERGO MOVEMENT. ADHERENCE TO THOSE DETAILS ISOLATING FLOOR SLABS FROM COLUMNS, WALLS, PARTITIONS OR OTHER STRUCTURAL 0 61 FOUNDATION TYPE MAY DIFFER FROM THAT SHOWN ON THESE PLANS. IF FOOTINGS ARE ENCOUNTERED, THE FOOTING SHOULD BE CHIPPED FROM THE COMPONENTS IS EXTREMELY IMPORTANT IF DAMAGE TO THE SUPERSTRUCTURE IS TO BE MINIMIZED. ANY SUBSEQUENT OWNERS SHOULD BE APPRISED 0 LOCATION WHERE THE PIERS ARE TO BE INSTALLED. THE RESIDUAL PORTIONS OF THE FOOTINGS ARE TO REMAIN. OF THE EXPANSIVE SOIL CONDITIONS, IF ANY, AND ADVISED TO MAINTAIN GOOD PRACTICES IN THE FUTURE WITH REGARD TO SURFACE AND APR 5, 2018 z SUBSURFACE DRAINAGE, FRAMING OF PARTITIONS ABOVE FLOOR SLABS, DRYWALL AND FINISH WORK ABOVE FLOOR SLABS, ETC. L LU = (n h e 7, IT SHOULD BE NOTED THAT, THESE PLANS ARE BASED ON VISIBLE OBSERVATION OF THE STRUCTURAL ISSUES AND THE FOUNDATION MOVEMENTTHAT FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC V) 14, DAVIS ENGINEERING CONSULTANTS, LLC RESERVES THE RIGHT TO REVISE, ALTER OR AMEND THE REPAIR SCOPE OUTLINED ON THESE PLANS IF HAS OCCURRED. ADDITIONAL INFORMATION BECOMES AVAILABLE OR CONDITIONS DIFFER FROM THAT SHOWN ON THESE PLAN'S 1 of Ridge Division City of ' Wheat is e yO Commu ITY DEVELOPMENT APPROVED Reviewed for Code Compliance Fbm 1XW* er Oaf! ����: thetwienteMape�rvaw+adypMssKM�+M+ =do 0 - -- swnotkape—NJb.Oran eo F 'ttwWkelpea tripe/ We ptp�iskro crMe OuMdnY code a o/ onr f�aedfaN10r1. Malls p "W"V m @" o.thorb to WoWt MewKel the 9 116If- Cj0t &0AV nodes or aMeraedhonces of rhe un shoes mt he wBd Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED Address: 9805 W. 36th Ave. owner: Real Property Acquisition Initiatives, LLC address: 5023 W. 120th Ave, Broomfield, CO 6Y: 5'c'-rr DATE: — y -n COMMENTS: �'7o�iQrvati Ca�+�c} q 99 a -- Im The first 25' of a driveway from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick paver or similar material. Contact Dept of Public Works for ROW Permit 303-235-2861,-F wwk w;ll b2 0(', & a� /c"Com. 4 c! Z2-- -3 L'-hI L-A 4, Address: 9805 W. 36th Ave owner: Real Property Acquisition Initiatives, LLC address: 5023 W. 120th Ave. Broomfield, CO 9 �4vlrlt�--5 k-T-0- 4� 'A 'A � L-4 CZ C--� v; �1( tai o! C -L- -E:,/ tj l�kl C01 M wheat �tid9e 0 1. r ML' 4 Address: 9805 W. 36th Ave. owner: Real Property Acquisition Initiatives, LLC address: 5023 W. 120th Ave. Broomfield, CO � - Vj I 1 ff—) c 5 L city °1 Wheat R.id9e 18011 01 pivis�on PLAN NOTES: 1. ALL DIMENSIONS AND LOCATIONS OF BUILDING AND PROPERTY ELEMENTS ARE TO BE FIELD DETERMINED BY CONTRACTOR. 2. ANY AND ALL CONSTRUCTION SHORING REQUIRED DURING THE PROPOSED SCOPE OF WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. 3. FOUNDATION TYPE MAY DIFFER FROM THAT SHOWN ON THESE PLANS. 4, IT SHOULD BE NOTED THAT, THESE PLANS ARE BASED ON VISIBLE OBSERVATION OF THE EXISTING ' STRUCTURAL ELEMENTS AND THE ARCHITECTUAL PLANS PROVIDED. 5. ALL NEW STRUCTURAL ELEMENT ARE TO COMPLY WITH MANUFACTURER'S REQUIREMENTS AND THE 2015 IRC 6. NO RESPONSIBILITY IS TAKEN FOR ELEMENTS THAT WERE NOT READILY VISIBLE AT THE TIME OF OUR REVIEW. 7. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATING ALL U TILMY LOCATES. 8, WE SHOULD BE CONTACTED TO PERFORM COMPLIANCE OBSERVATIONS. 9, ONCE MODIFICATIONS ARE COMPLETED, EXTERIOR GRADING SHOULD BE RE-ESTABLISHED. MAINTAIN 5% MINIMUM SLOPE AWAY FROM THE EXISTING FOUNDATION FOR A MINIMUM OF 10 FEET. GENERAL FRAMING NOTES i L 1. THE LAYOUT AND DIMENSIONS OF THE EXISTING CONDITIONS ARE TO BE FIELD VERIFIED BY THE OWNER AND THE CONTRACTOR. THE EXTENT OF ALL CONSTRUCTION IS TO BE VERIFIED BY THE OWNER. 2, WE SHOULD BE CONTACTED IF ONSITE CONDITIONS DIFFER SIGNIFICANTLY FROM THOSE INDICATED ON THE PLANS. 3. DAVIS ENGINEERING CONSULTANTS SHOULD BE CONTACTED TO PROVIDE COMPLIANCE OBSERVATIONS AND SPECIAL INSPECTION DURING THE PROJECT. 4, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE CCA PRESSURE TREATED. 5. ALL SAWN LUMBER TO CONSIST OF DOUGLAS -FIR #2 GRADE OR BETTER — Fb = 875 psi, E = 1,600,000 psi. 6. CONNECT ALL RAFTERS TO STRUCTURE WITH H2.5T SIMPSON HURRICANE TIES. 7. ALL FRAMING AND CONNECTIONS SHOULD COMPLY WITH MANUFACTURER'S REQUIREMENTS AND THE 2015 IRC. 8. PROVIDE (N) 3x3x76" STEEL LINTEL OVER ALL OPENINGS IN (N) BRICK MASONRY 3" MINIMUM EMBEDMENT FOR EACH END REQUIRED. INSTALL LINTEL FOR EACH WYTHE OF MASONRY. 9. INSTALL (N) HEADERS (DOUBLE 2x8's) OVER ALL INTERIOR WALL OPENINGS AND DOORWAYS AS NECESSARY. 10. ATTACH ALL NON -CONTINUOUS FLOOR JOISTS TO JOIST HEADERS WITH (2) A34 SIMPSON CLIPS - (1) EACH SIDE - TYPICAL FOR ALL CONDITIONS AND FRAMING ENCOUNTERED 11. ALL THREE PLY LVL BEAMS ARE TO BE CONTINUOUSLY JOINED WITH (3) ROWS OF SDS SCREWS AT 12" O.C. 12. ALL DIMENSIONS AND LOCATION OF STRUCTURAL ELEMENTS SHOWN ARE BASED ON THE PREVIOUS ARCHITECTURAL DRAWINGS AND INFORMATION PROVIDED BY THE CLIENT. ALL DIMENSIONS SHOULD BE VERIFIED IN THE FIELD AND WITH ANY ARCHITECTURAL PLANS DEVELOPED AND THE GENERAL CONTRACTOR PRIOR TO RE -CONSTRUCTION. 13. THE RECOMMENDATIONS, REPAIRS AND STRUCTURAL ENHANCEMENTS SHOWN ON THESE PLANS AND DETAILS ARE BASED ON LIMITED OBSERVATIONS/ INVESTIGATION. IT IS ANTICIPATED THAT A FOLLOW-UP STRUCTURAL WALK-THROUGH WILL BE NECESSARY ONCE APPLICABLE INTERIOR FINISHES ARE REMOVED TO VERIFY AND CONFIRM THAT THE ENHANCEMENTS SHOWN ON THESE PLANS ARE VALID. THIS WILL ALSO PROVIDE THE OPPORTUNITY TO IDENTIFY ADDITIONAL STRUCTURAL ISSUES WHICH MAY REQUIRE REMEDIAL ATTENTION. 14. PRESSURE BLOCKING MAY BE USED IN LIEU OF SKEWED/SLOPED HANGERS. MAILING SHOULD CONSIST OF (B) 12D NAILS INTO RIDGE AND (4) 12D NAILS FROM EACH RAFTER INTO BLOCK. 15. ANY NEW FLOOR CONSTRUCTION SHALL BE J" T&G PLYWOOD. 16. ALL STEEL BEAMS TO HAVE TOP PLATES TO ATTACH TO DIAPHRAGM. TOP PLATE ATTACHED WITH .0145 POWER ACTUATED FASTENERS @ 24" OC. 17. ALL WOOD FOR STRUCTURAL FRAMING SHALL BE STRESS -GRADED, KILN DRIED, DOUGLAS FIR, HEM -FIR LARCH. GRADING SHALL BE PER "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADED LUMBER AND ITS FASTENINGS" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 18, ALL LVL OR WOOD HEADERS REQUIRE A MIN OF (2) 2x4 TRIMMERS AND (1) 2x4 KING STUD, UNLESS OTHERWISE NOTED.. KOU- �-KAMII\lb PLAN NITS APR 5, 2018 FOR AND ON BEHALF OF DAVIS ENGINEERING CONSULTANTS, LLC -J z L T w V) S N MI w O d w 0 N L6 cc CL Q w Q 0 Ol `-�idre City of Wheat Ridge Residential Asbestos Abatement PERMIT - 201801226 PERMIT NO: 201801226 ISSUED: 04/30/2018 JOB ADDRESS: 9805 W 36th AVE EXPIRES: 04/30/2019 JOB DESCRIPTION: Asbestos abatement - 400 sq ft *** CONTACTS *** OWNER (720)299-4852 REAL PROPERTY ACQUISITIONS SUB (303)254-8812 Michelle & Rick Vavrik 110114 C-R Services LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,500.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. 11 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 th` ermtt: I- attest that I am le ally authorized to include all entities named within this document as parties to the work to be erformed and tha 11 work to be performed is disclosed in this document and/or 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 originalpermit fee. 1 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 Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of & i i Offtfialv_'_' Date REQUESTS MUST BE MADE'BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat p-,,dge MUNriy DEVELOPMENT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: / I Plan/Permit #a� Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: -0, .NLT) T Property Owner (please print): (11', c1a (� ����, Phonec22o1 _19(� - LA �5crk Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: V:3�) L;'z... City, State, Zip: 2cx7c��;LG� �d (-n=-2 Architect/Engineer E-mail: Phone: Contractor: -.Z4, \'-C, City of Wheat Ridge License #: l Phone(_�3� Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Commercial Projects Only: Occupancy Type: Construction Type: Sq. Ft./LF LIQQ�Z_i . �t BTUs Amps Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ % -�Svsc�!ocol 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. 1, the applicant for this building permit application, warrant the truthfulness of the informationrroovided on the application. CIRCLE ONE: (OWNS CTOR) r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) 11 zm--77k Signature (first t a name).` DATE: "t ' 3� ' C1)! 18 '"r'1 1 � \ Printed Name: , fA:-.i DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: @ m.M, C� N _ Q o En 0 n mon m�° v � @ CD (D R -cl 00 C, c o 0 3 m CDR CL N m a ' c 7 O (D CO C -0 O o (D 0) o 7c?2a'CD "C N 3 n o N n co 0CDm 0- m N 7 o 0) O O 03 N O 3 _- (D 0) 0 m c (D CL (n 0 =o N CD m m O � 0 - N 0 3 SCLC oy� o �Dmm a 0) ID 7 0cr mv C) s m 70 c lD N O C 0 3 0 O _ CL O O Q O O (SD (D OM N n CD N m D CD 0 N O O .CL N O cU D(D m C CD rL N N a -'6 fn �O3 o Q m N O Cn o a N 0 N Cy- 0 T �a� o Cr (D N CL cno0 Q to 0 Di c (D N (D U-1 0 N 3 30 N o CD ' n ems � Q CL CL 0 O a m fn 6 CD a a z O 0 CD Cr m Oto _ sso CL v, G (D 0 - CP cQ 3- S DI ¢ (D O N ((D a v n O o tp CL `000000 D0^� 0� n ^� C1 0W� wm O (D (D (D (D o� (D N N NNNroNN co a)(oc) O — O •o cam' o o— `'' � O 'n(j)n CE) o CD !R A� v o � o -o �S o � loo � D � j En ' a m z 3 to CD 4% CD oo, 0 : go m 0000 n t d m < �t ik p �t iT' N m m *t (n m S 0( 0 0 0 O O N 0 (o p Z co N 3 r 0 z T w p o � w -1 m D n > z p o ` 0 w 3 3 'V — 0 0 M a. 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Q CD O /mom C c) 7 N N CIL to C7 p m N o XC 0 O a > s m 0 =ET [(D to, p -0 D aC to to m m o Om Om m N N c n a NCD N z v" 0 0 -a 0 O0) 0 0O TI CD m W K� cn 0 rA D > C7 na) OD zL <m Z 2 � Q Z 0 0 20 n D v 0 rZ m= Q 'D r M n _i z —1## cn Y F r r - 03n —I 0 C z m -n oX M v n O o tp CL `000000 0� ou 0. 0.aCs0.0. wm O (D (D (D (D (D (D N N NNNroNN co a)(oc) OO cam' O C�1 O O � cn CD !R ❑ ❑❑❑❑ ❑ cb N (s) f En cn (fl f» o si (n 1 (" Cl 0 0 0 o 3 0000 d iT' N S 0( 0 0 0 O O N 0 bvv(D� p 0 � o y (D o a T m p (Dm 3 n > z p o ` 3 -. rt (D fD O 0 M T O z m N_ O (D n (D cn C6 p O � O O_ 2 5 o ro v) a n N N N n O O. 0) (O w a Q. Q "0� 0 (D C`TOOO(D (D N !=C- -4 rnmw= oo � on 1 V N N O O Oro� v (�j OD J O 00 CD 69 A 00 O 6'9 OO C) W O N O O O O O O n C O O m �. W �=0000 CIO wo� 0 0 c T N'CODOpp�j COD NN put w (D O •_ � O :- m o0_ a m vgo90 3_ 900 o D° z o Q O(n T -n n tOD = Cn �CD �vv y 2� 3 0 m (D o o T TI CD m W K� cn 0 rA D > C7 na) OD zL <m Z 2 � Q Z 0 0 20 n D v 0 rZ m= Q 'D r M n _i z —1## cn Y F r r - 03n —I 0 C z m -n oX M Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100— Fax: 303-782-0278 E-mail: asbestos@state.co.us ASBESTOS ABATEMENT PERMIT This permit is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008, the Colorado Air Pollution Prevention and Control Act (25-7-101 or 25-7-501 et seq., C_R.S.) and the following provisions. It is only for the purpose of allowing asbestos abatement. ADDITIONAL PERMIT PROVISIONS: By perfonning work under this permit the abatement contractor agrees that the Division may revoke or suspend this permit should the Division find that the contractor: • has violated or has aided and abetted in the violation of 25-7-101 or 25-7-501 et seq., C.R.S. or Regulation No. 8, Part B, or an order of the Division or Commission, • has failed to meet any permit and notification requirement or failed to correct any violations cited by the Division during any inspection within a reasonable period of time, as may be determined by the Division, • has used misrepresentation or fraud in obtaining this pennit, or, • has committed any act or omission which does not meet generally accepted standards of the practice of asbestos abatement. As a contractor, you may be subject to other licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division strongly suggests that you check with county and municipal authorities in order to determine any other local building/penmitting requirements that must be met. THE ORIGINAL PERMIT MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications byfav (number above) or a -mail (address above) and the appropriate county health department by fay. Project modifications include changes in the scope of work or tl:e scheduled work dates, etc. This asbestos abatement permit is valid beginning 4/30/2018 through 11:59 PM on 5/29/2018. The actual scheduled work dates are from 4/30/2018 through 5/7/2018. Approval issued on: 4/23/2018 Fee paid: $400.00 Record number: 136951 Notice Number: ISJE2456A Variance: None Comments: None For the location specified below: Residential Kitchen, bathroom, stairway 9805 W. 36th Ave Wheatridge Jefferson County This permit has been issued to: C-R Services, LLC 12903 Hudson St. Thornton, CO 80241 Check number: CC 3658 Project Supervisor: f t; - Daryl D. YarmonPip Cerification No.: 5180 - YLy Project AMS: " f Kimberly S. Lopez Cerification No.: 3317 Project Manager: Issued by: RWJ Aurora Asbestos Inspectors Eric Alvarado 4728 S Ireland Ct Aurora, CO 80015 Phone: (303) 517-7147 Email: aurorainspectors7Aftmail.com Asbestos Consulting Firm Number 22741 ao I �� I a34 CONSTRUCTION SPECIFIC MATERIALS PRE- RENOVATION ASBESTOS SURVEY SINGLE FAMILY RESIDENTIAL DWELLING 9845 WEST 36th AVENUE March 3002018 March 30, 2018 Marsh Homes Builders RE: Remodeling Proiect at 9805 West Wh Avenue, Wheat Ridge, Colorado 80033 Dear Marsh Home Builders Construction: I have examined all the materials that you will disturb when you remodel your house at 9805 West 36th Avenue, Wheat Ridge, Colorado 80033.The speck materials you will remove contain 2% chrysotile asbestos. If more than 32 square feet of this material is removed it is regulated by the CDPHE Regulation 8, The Control of Asbestos and must be taken out by a CDPHE certified General Abatement Contractor( GAC). If you find something else that will be disturbed that has not yet been tested you should top work until it is inspected by a CDPHE certified building inspector. If you have any questions or issues please feel to contact me. Thank you, Eric Alvarado — CDPHE Building Inspector certification # 22707 KA TABLE OF CONTENTS (1) INTRODUCTION (11) SCOPE OF WORK FOR INSPECTION (111) METHODOLOGY (IV) HOMOGENOUS AREA DIVISIONS (V) LIST OF HOMOGENOUS MATERIALS A. SURFACING MATERIALS B. MISCELLANEOUS MATERIALS C. THERMAL INSULATION (VI) SUSPECT ASBESTOS CONTAINING MATERIALS FOUND BY LAB RESULTS (VII) MISCELLANEOUS MATERIALS ASSUMED TO CONTAIN ASBESTOS BUT NOT TESTED (VIII) DISCUSSION (IX) ASBESTOS REMOVAL PERMIT OR NOTIFICATION REQUIREMENTS (X) CONCLUSION (XI) CLIENT REPRESENTATIVE (XII) EXCLUSION STATEMENTS (XIII) SAMPLING RATIONAUINVESTIGATION METHODOLOGY (XIV) INACCESSIBLE AREAS (XV) SAMPLE DESCRIPTION AND RESULTS- INFORMATIONAL PHOTOGRAPHS 3 MATERIAL SURVEY (I) INTRODUCTION: This report provides information regarding an asbestos building materials survey performed on a single family residential located at 9805 West 36"' Avenue, Wheat Ridge Colorado 80033, that has been inspected as part of the due diligence process in conjunction with the renovation of the property. In this inspection every effort was taken to identify all asbestos containing suspect materials and the quantity of each material that would be regulated in the remodeling project, according to the CDPHE Regulation 8, The Control of Asbestos. Part B. This inspection is limited to the materials that will be disturbed. The inspection was performed to encompass all asbestos suspected materials that will have to be removed before the limited interior demolition can take place. All suspect materials in the path of your renovation project were tested. The location of each sample was clearly marked with a magic marker on the walls where the samples were collected. These specific materials were categorized into separate homogenous areas or miscellaneous materials and analyzed for asbestos content. There were two homogenous areas that were tested both of them surfacing materials. There were no miscellaneous materials found to be tested. (II) SCOPE FOF WORK OF INSPECTION: Perform visual, tactile inspection of suspect ACM. Identify, locate and materials to be sampled or presumed to contain ACM Collect samples and quantify friable and non -friable ACM and presumed ACM Provide sample analysis by polarized light microscopy Provide project report with laboratory results and conclusions. (111) METHODOLOGY: The asbestos survey was conducted by an Environmental Protection Agency (EPA) accredited AHERA and Colorado State Certified asbestos building inspector. The inspection included a physical assessment of suspect materials; identification and location of homogeneous areas; assessment of the condition of the ACM; and collection of samples for laboratory analysis. All procedures were conducted in general accordance with the guidelines of the National Emissions Standards Hazardous Air Pollutants (NESHAPS) 40 CFR Part 61 and the Occupational Safety and Health Administration (OSHA) 29 CFR 1926.1101. (IV) HOMOGENOUS AREA DIVISIONS: Suspect ACM were grouped into homogeneous areas based on physical characteristics and functional applications. Homogeneous areas were divided into one of three categories based on the 4 definitions as designated by US EPA 40 CFR 763 and The CDPHE mandated Regulation 8, The Control of Asbestos, Part B. 1. Thermal systems insulation — (TSI) Insulations to control thermal conductivity pipe/ duct wrap, boiler & chiller insulations and tanks etc. 2. Surfacing material — Sprayed or troweled—on onto structural members or walls (i.e. fire -proofing on structural steel or drywall finishes) 3. Miscellaneous — Remaining suspect materials (Le. flooring, gaskets, shingles, ceiling tiles, fixtures etc.) All samples were submitted to River North Environmental, 3650 Chestnut Place, Denver, Colorado 80216, under proper chain -of -custody procedures. Analysis of the suspect asbestos Bulk sample building materials was performed by polarized light microscopy (PLM) according to EPA 600/R/116, July 1993 methodology. RNET is in the National Voluntary Laboratory Accreditation Program (NVLAP) for asbestos. A visual inspection of the house was performed and bulk samples of materials suspected of containing asbestos acquired. The condition of the materials was assessed, and the content analyzed to determine if those materials contained regulated asbestos. Estimates of the quantities of those suspect materials were made to discern if they were above the commercial project trigger level of a 55 gallon drum, 32 square feet, or 50 linear feet on piping. The inspection was performed to encompass all regulated asbestos suspected materials that will have to be removed before renovation or demolition can take place. Only the suspect materials in the building were tested. The location of each sample was clearly marked where the samples were collected. These specific materials were categorized into separate homogenous materials and analyzed for asbestos content. There are two homogenous areas present that were tested. The TSI is assumed to contain asbestos. (V) THE FOLLOWING LIST OF TWO HOMOGENOUS MATERIALS TESTED: (V) a. SURFACING MATERIALS A. ----Surfacing Material -Living Room and Fourier Walls B. --- Surfacing Material- Basement and stairwell to Basement Walls (V) B. MISCELLANEOUS MATERIALS No miscellaneous materials needed to be tested. . (V) c. THERMAL INSULATION "There was no TSI tested. (VI) ASBESTOS CONTAINING MATERIALS FOUND BY LAB RESULTS: The walls tested contained 2% Chrysotile asbestos.. 5 (VII) MISCELLANEOUS MATERIALS ASSUMED TO CONTAIN ASBESTOS BUT NOT TESTED. Common asbestos materials like window caulking, floor tile, and asphalt impregnated roofing materials are considered t be non friable asbestos materials if they are in good condition. These materials have special regulations with respect to their removal. To wit: REG 8, The Control of Asbestos -1.8.67. Non friable asbestos containing materials. (Non -Friable means material which, when dry, may not be crumbled, pulverized, or reduced to powder by hand pressure. This material must not be rendered friable during demolition. From the CDPHE mandated Regulation 8, I.A.3. Any asbestos -containing material that is friable or will be made friable during demolition activities in any area of public access or non-public access area must be removed prior to demolition. Removal, in accordance with Regulation No. 8, Section III, Effective: January 30, 2008 Regulation No. 8 requires if the amount of asbestos -containing material that is friable or will become friable during demolition exceeds the trigger levels. Category I non friable ACM must be inspected and tested for friability if it is in poor condition before demolition to determine whether or not it is subject to the Asbestos NESHAP. If the ACM is friable, it must be handled in accordance with the NESHAP. Asbestos -containing packings, gaskets, resilient floor coverings and asphalt roofing materials must be removed before demolition only if they are in poor condition and are friable.* * Some of these materials may not have been tested if they were examined and found to be in good undamaged condition. If so they were assumed to contain asbestos. In this case there was nothing assumed to contain asbestos. The CDPHE Regulation 8, The Control of Asbestos Part B., provides: III.S.4.b. Remove the materials using hand removal methods or power tools that do not subject the material to cutting, grinding, sanding, bead blasting, sandblasting, or otherwise damage the material in such a way as to render it friable. I.B.80. Regulated asbestos -containing material means (a) friable asbestos -containing material, (b) Category I nonfriable ACM that has become friable, .(c) Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading or (d) Category II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of demolition or renovation operations regulated by this regulation. (VIII) DISCUSSION: Sample analytical results are reported in percentages of asbestos and non -asbestos components, The EPA defines any material that contains greater than one percent (1%) asbestos as being an asbestos containing material. Materials that are identified as "none detected" are specified as not containing asbestos. * The CDPHE Regulation 8, Part B, requires Trace sample to be point counted. III.A.l.c. The analysis of samples collected during these inspections must be performed as required in subsection W.E. (Analysis) of this regulation with one exception: if the asbestos content of a sample of friable asbestos is estimated to be I% asbestos or less, but greater than 0%, by a method other than point H counting (such as visual estimation), the determination shall be repeated using the point counting technique with polarized light microscopy. If a result obtained by point count is different from a result obtained by visual estimation, the point count result must be used. Tar impregnated samples do not have to be point counted. (IX) ASBESTOS REMOVAL PERMIT OR NOTIFICATION REQUIREMENTS: When the quantity of friable ACBM ( Asbestos Containing Building Materials)to be removed exceeds ">50 linear feet on pipes or 32 square feet of surfaces or a 55 -gallon drum, in commercial projects the material must be removed in compliance with the CDPHE Regulation 8, The Control of Asbestos. In addition a permit or notification and a ten working day waiting period are required by the CDPHE. There may be materials under the ones tested. The walls and ceilings were systematically examined but no such materials were found during the inspection. That does not eliminate the possibility that asbestos containing materials were overlooked during the inspection or that there may be other asbestos containing materials somewhere hidden in the building. The results of this survey pertain only to materials tested. The laboratory reports supporting these findings above are attached below. Please contact Aurora Asbestos Inspectors if you have any questions or concerns regarding this report. (X) CONCLUSION: For the purposes of this survey there is asbestos containing material that will be disturbed as a result of your remodeling project. The material that will be disturbed in your renovation project is regulated as asbestos containing and must be removed by a CDPHE certified General Abatement Contractor. (GAC) (XI) CLIENT REPRESENTATIVES CONTACTED: Mike Marsh Marsh Home Builders 720-218-9522 (XII) EXCLUSION STATEMENTS: Aurora Asbestos Inspectors warrants that the findings contained herein have been with the level of care and skill exercised by experienced and knowledgeable environmental consultant who is licensed or otherwise trained to perform asbestos inspections pursuant to the scope of work required on this project. The asbestos inspection included inspection of accessible materials such as above or behind suspended ceilings or other non -permanent structures. Aurora Asbestos Inspectors made reasonable effort to access behind walls and within ductwork to survey otherwise inaccessible areas. For the purpose of this warrant, inaccessible is defined as areas of the building that could not be tested (sampled) without unauthorized destruction of the structure or a portion of the structure. The quantities of materials identified in this study as ACM are approximate. Contractors providing asbestos remediation services must verify all field conditions and estimated quantities. 7 (XIII) SAMPLING RATIONAUINVESTIGATION METHODOLOGY: Sample locations were selected in a random manner. The number of samples was collected of each homogeneous material identified as suspect ACM in accordance with the referenced CDPHE Regulation S, The Control of Asbestos, Part B protocols. Surfacing Material-- Walls that will be removed in house. (XIV) INACCESSIBLE AREAS: Reasonable efforts were made to locate and inspect concealed areas in accordance with Colorado Regulation S Part B. Only the areas and the materials listed were surveyed as part of this inspection. Sincerely, Eric Alvarado Inspector CDPHE Certification # 22707 SAMPLE DATA AND DESCRIPTIONS SAMPLES COLLECTED ON SEPTEMBER 12, 2017 Sample Description and Results Homoizenous Material Desimation = Sample Number LOCATION AND DESCRIPTION TCONTENT ASBESTOS B3166E-01 A Surfacing Material -Walls 2% Chrysotile Asbestos A -Friable Living Room and Hallway North Wall —East Side 184 Sq Ft B3166E-02 A Surfacing Material -Walls 2% Chrysotile Asbestos A -Friable Living Room & Hallway North Wall West Side B3166E-03 A Surfacing Material -Walls 2% Chrysotile Asbestos A -Friable Living Room Center of South Wall B3166E-04 B Surfacing Material -Downstairs Wall 256 Sq Ft 2% Chrysotile Asbestos B -Friable Rough Texture -Taken at base of Stairwell B3166E-05 B Surfacing Material -Downstairs Wall B -Friable South Wall 2% Chrysotile Asbestos B3166E-06 B Surfacing Material -Downstairs Wall C -Friable Center of West Wall 2% Chrysotile Asbestos River North Environmental Testing, Inc. &Af g4T 3650 Chestnut Place 303-296-6022 Denver, CO 80216 Fax: 303-292-1451 www.FamilyEnvironmental.com/Laboratory REPORT OF TEST RESULTS PLM Bulk Asbestos Analysis NVLAP Lab Code 200448-0 CLIENT: Aurora Asbestos Inspectors PROJECT: 9805 West 36th Lab ID No. LAYER 2 Layer No. Non -Asbestos Sample ID Description Layer % Asbestos Type (%) Components (°lo) PLM18-063-01 LAYER 1 LAYER 1 None Detected Cellulose Fiber 20% 6980536-1 Drywall, White and Brown, 90% Other Non -Fibrous 80% LAYER 1 Homogenous, Fine Grained/Fibrous Cellulose Fiber LAYER 2 LAYER 2 Chrysotile 2% Other Non -Fibrous 98% Mud with Paint, Off White, 5% Homogenous, Fine Grained Lab ID No. LAYER 2 LAYER 2 Chrysotile 2% Other Non -Fibrous 98% Sample ID Mud with Paint, Off White, 10% Asbestos Type (%) Components (�/, ) PLM18-063-04 Homogenous, Fine Grained LAYER 1 None Detected Cellulose Fiber 20% Lab ID No. Drywall with Paint, White, Brown, and Layer No. Non -Asbestos 80% Sample ID Description Layer % Asbestos Type (a/o) Components (0/6) PLM18-063-02 LAYER 1 LAYER 1 None Detected Cellulose Fiber 20% 8980536-2 Drywall, White and Brown, 90% Chrysotile 2% Other Non -Fibrous 80% Homogenous, Fine GrainedfFibrous 10% LAYER 2 LAYER 2 Chrysotile 2% Other Non -Fibrous 98% Lab ID No. Mud with Paint, Off White, 10% Non -Asbestos Sample ID Homogenous, Fine Grained Layer % Asbestos Type (%) Components N Lab ID No. LAYER 1 Layer No. None Detected Non -Asbestos 20% Sample ID Description Layer % Asbestos Type (%) Components (0/0) PLM18-063-03 LAYER 1 LAYER 1 None Detected Cellulose Fiber 20% B980536-3 Drywall, White and Brown, 95% Other Non -Fibrous 80% Homogenous, Fine Grained/Fibrous LAYER 2 LAYER 2 Chrysotile 2% Other Non -Fibrous 98% Mud with Paint, Off White, 5% Homogenous, Fine Grained Lab ID No. Layer No. Non -Asbestos Sample ID Description Layer % Asbestos Type (%) Components (�/, ) PLM18-063-04 LAYER 1 LAYER 1 None Detected Cellulose Fiber 20% B980536-4 Drywall with Paint, White, Brown, and 90% Other Non -Fibrous 80% Green, Homogenous, Fine GrainedlFibrous LAYER 2 LAYER 2 Chrysotile 2% Other Non -Fibrous 98% Mud with Paint, Off White, 10% Homogenous, Fine Grained Lab ID No. Layer No. Non -Asbestos Sample ID Description Layer % Asbestos Type (%) Components N PLM18-063-05 LAYER 1 LAYER 1 None Detected Cellulose Fiber 20% B980536-5 Drywall, White and Brown, 90% Other Non -Fibrous 80% Homogenous, Fine Grained/Fibrous LAYER 2 LAYER 2 Chrysotile 2% Other Non -Fibrous 98% Mud with Paint, Off White, 10% Homogenous, Fine Grained Page 1 of 2 10 River North Environmental Testing, Inc. 3650 Chestnut Place 303-296-6022 Denver, CO 80216 Fax: 303-292-1451 www.Fami[yEnvironmental.com/Laboratory REPORT OF TEST RESULTS PLM Bulk Asbestos Analysis NVLAP Lab Code 200448-0 CLIENT: Aurora Asbestos Inspectors PROJECT: 9805 West 36th Lab D No. Layer No. Non -Asbestos Sample ID Description Layer % Asbestos Type (%) Components N PLM18-063-06 LAYER 1 LAYER 1 None Detected Cellulose Fiber 20% B980536-6 Drywall with Paint, White, Brown, and 90% Other Non -Fibrous 80% Green, Homogenous, Fine Grained/Fibrous LAYER 2 LAYER 2 Chrysotile 2% Other Non -Fibrous 98% Mud with Paint, Off White, 10% Homogenous, Fine Grained ADDITIONAL COMMENTS: All separable parts of layers (except paint) within the same sample are analyzed and reported individually. Composite asbestos percent is reported, If applicable, by visual estimation. ND = None Detected TR = Trace, less than 1% Analyst: Date: 3/26/2018 i M ' a Urdiales Page 2 of 2 11 Document No: FCF-04.00 0 Client: Aurora Asbestos Inspectors Address: 4728 South Ireland Ct. Aurora, Colorado 80013 pw(b-lb� Pagel of 1 River North Environmental Testing, Inc 3650 Chestnut Place - Denver, CO 80216 Ph: 303-297-0079 - Fax: 303-292-1451 . v www.rnetesting.com - info@rnetesting.com Contact: Eric Alvarado Phone #: 303-517-71477 Fax #/Email: aurorainspectors7@gmail.com Date Sampled: 12 -Sep -17 Sample Location: 9805 West 36t' Special Instructions: Lab ID Client ID Description Type of Analysis Volume/Other 1 —� (�3 —O j B980536 1 Surfacing Material -Walls PLM 184 Sq Ft -Friable Upstairs LR & HW- NW �Z 6980537 2 Surfacing Material -Walls PLM A -Friable Upstairs LR & HW- NW OS 8980538 3 Surfacing Material -Walls PLM Friable Upstairs LR & HW- NW 61 8980539 4 Surfacing Material -Walls PLM 256 Sq Ft B -Friable Downstairs -Rough Texture )S 8980540 S Surfacing Material -Walls PLM -Friable Downstairs -Rough Texture p b �vB 8980541 6 Surfacing Material -Walls PLM B -Friable Downstairs -Rough Texture Total Number of Samples: 6 Sample Condition (Accept/Reject): Requested Turnaround Time: ( ) RUSH *** ( X) Next Day 5 Days -RUSH Tumaround times requi d prior notification. Additional fees may volb for more debits. 6 Relinquished by- Date/time: Received by: Date/Time: Relinquished by: V tl Date/Time: Received by: Date/Time: 312"(1 /Z,9 (-!V ON'. _�;14,_F� f. 13 C tai 1876 Colorado Department of Public Health and Environment ASBESTOS CERTIFICATION* This certifies that Eric Alvarado Certification No.: 22707 A �A has met the requirements of 25-7-507, C.R.S. and Air Quality Control Commission Regulation No. 8, Part B, and is hereby certified by the :A state of Colorado in the following discipline: Building Inspector* Issued: March 14, 2018 Expires: March 14, 2019 * This cer6ficale is Valid 0)111Y With the possession of curreal Division -approved (raining course ceffifleafton In the &wWlne specifled above. N d APCD RePmwrft*m SEAL _J 16 �.� 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: 3 o b - /11,*,) Job Address: g 15 o s w 3 (.4-b A Vf Permit Number: 'C) E 1g © 1-01 SS r e1Pr,-�J�c le" ❑ No one available for inspection: Time 7= S M/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: 1 q,- Inspector: --I— L�,5 DO NOT REMOVE THIS NOTICE *** COMMENTS *** ** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. 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. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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. City of Wheat Ridge Residential Roofing PERMIT - 201801258 PERMIT N0: 201801258 ISSUED: 05/02/2018 JOB ADDRESS: 9805 W 36th AVE EXPIRES: 05/02/2019 JOB DESCRIPTION: Reroof 2nd layer overlay of existing shingles with Owens Corning Duration Asphalt Shingles with 20 squares. Not Stripping Shingles of first layer. Pitch 5.1 *** CONTACTS *** OWNER (720)278-9522 MICHAEL MARSH SUB (303)960-2783 Josh Lucero 110099 Expert Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,140.00 FEES Total Valuation 0.00 Use Tax 107.94 Permit Fee 140.90 ** TOTAL ** 248.84 *** COMMENTS *** ** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. 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. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. 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. City of Wheat Ridge Residential Roofing PERMIT - 201801258 PERMIT NO: 201801258 ISSUED: 05/02/2018 JOB ADDRESS: 9805 W 36th AVE EXPIRES: 05/02/2019 JOB DESCRIPTION: Reroof 2nd layer overlay of existing shingles with Owens Corning Duration Asphalt Shingles with 20 squares. Not Stripping Shingles of first layer. Pitch 5.1 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanym 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 permit. I further attest that I leggally authorized to include all entities named within this document as parties to the work to be performed010 Vdt,�t��A] 1 to a ertormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER o RACTOR (Circle one) Date I . This permit was iss sed on the information provided in the permit application and accompanying plans and specifications and is subject to the comp nce with those documents, and all applicable statutes, ordinances, regulations, po icies 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 pen -nits 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 nol proceed or conceal work without written approval of such work from the Building and Inspection Services Divisio ,, 6. The i`su ' ce x granti f a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appl ' eco r an or 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. Lagenia Reimer From: no -reply@ ci.wheatridge.co.us Sent: Wednesday, May 2, 2018 1:58 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina 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? t016 PROPERTY INFORMATION Property Address 9805 W 36th Ave Wheatridge, CO 80033 Property Owner Name Michael Marsh Property Owner Phone 720-278-9522 251���(� Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed marsh.pdf Contract CONTRACTOR INFORMATION Contractor Business Expert Exteriors LLC Name Contractor's License 110099 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-960-2783 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 6245 Clermont St. Commerce City, CO 80022 (Primary address of your business) Contractor Email Address bchavez@expexts.com Retype Contractor Email bchavez@expexts.com Address DESCRIPTION OF WORK TOTAL SQUARES of 20 the entire scope of work: Project Value (contract 5 :-96� value or cost of ALL materials and labor) Are you re -decking the No roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or 7 both? (check all that apply) What is the specific pitch 6/12 of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) r.. 20 Owens Corning Duration Asphalt N/A 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 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 3 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 Tom Coberly Email not displaying correctly? View it in your browser. 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: a ( c,,,-, 55 wS r � (_S Job Address: 9 �6 C) 5 lo') 3�, �4 t -m Permit Number: (D �) 1 ❑ No one available for inspection: ime Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: 5 ( )8 Inspector: -'T-. DO NOT REMOVE THIS NOTICE 16 �.� 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: 3 o b - /11,*,) Job Address: g 15 o s w 3 (.4-b A Vf Permit Number: 'C) E 1g © 1-01 SS r e1Pr,-�J�c le" ❑ No one available for inspection: Time 7= S M/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: 1 q,- Inspector: --I— L�,5 DO NOT REMOVE THIS NOTICE City of Wheat Ridge Ky- Residential Deck PERMIT - 201801287 PERMIT NO: 201801287 ISSUED: 05/04/2018 JOB ADDRESS: 9805 W 36th AVE EXPIRES: 05/04/2019 JOB DESCRIPTION: Build two decks at rear of house; deck #1 - 8 ft x 12 ft deck, 96 sq ft total; deck #2 - 12 ft x 30 ft = 360 sq ft total *** CONTACTS *** OWNER (720)218-9522 REAL PROPERTY ACQUISITION GC (720)979-1769 Randall Squier 180125 RRS Enterprises Inc *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,000.00 FEES Total Valuation 0.00 Plan Review Fee 235.82 Use Tax 420.00 Permit Fee 362.80 ** TOTAL ** 1,018.62 *** COMMENTS *** *** CONDITIONS *** 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. 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 permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfor and that all work to be_performed is disclosed in this document and/or its' accompanying approved plans and specifications. 3inature of OWNER CONTRACTOR (Circle one) Date 1. This permit was i ed 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, po plans 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 Budding 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 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 Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ord ance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief B ding Official Date REQUESTS MUST BE DE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of" �W heat fe MUNlTY DEVELOPMENT Building &Inspection Services Division (hA"- 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit# ` O Plan Review Fee: Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: V yol (01 �[� / j f l�'f� tt) /l Pte/ j �` `-, �� ) o Property Owner (please print): Phone: 7.20 � Property Owner Email: CA nAe SO h D V 6�t Cr. � Cr."'/' /. ccr-'q l Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: (' / C z Architect/Engineer: _ Architect/Engineer E-mail: Contractor: City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: Phone: CONTACT NAME (please print): Phone: CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL 0 RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. �wo q,��OckLed deck� ccl rear Of hoc) wl i Commercial Projects Only: O�ccu ancy Type: Sq. FULF A �+ % 6" �� BTUs Amps'r-MX= 456 0 Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 20,000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pen -nit 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. I, the applicant for this building pen -nit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER)(�CtINTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) SiLnature (first and last name): ' DATE,:7 �— `f Printed Name: z DEPARTMENT USE ONLY � @ ZONING COMMMENTS: J n A OCCUPANCY CLASSIFICATION: Reviewer: `0!� A 1- U CONSTRUCTION TYPE: V � �., 1r BUILDING DEPARTMENT C MENT5: u �j lV Or `J %2 /s�) Reviewer: �'-y-f� O[1 L(o PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: 2,0 f ,1 oo Dec tL_ y �orz 9/9/13 Directions 1. Fill in the blanks. Please print legibly.m21 Z 2. Indicate in the check box which detail from page 4 d � ' will be used. Size and Spacing of Lags k'Z- (daMpla. NO 1/2'x4 1/2'lags ® 16e0.C.) Existing bldg. fElectrical outlet required on decks Approved flashing required, Td rpe of decking 36" high guard —� with balusters spaced so that a E 4 Inch diameter m sphere cannot passthrough �— M Beam splices to occur over — posts with 1 1/2" bearing Attach decking with non corrosive fasteners Conditions such as attachment to cantilevers or veneers may require Engineer's approval Detail C (see page 4) Note: Emergency escape windows are allowed ❑ Detail 8 to be installed under decks and porches provided 0 Alternate Detail 81 Detail A (sae page 3) Alternate Detail 82 t page 4) Conditions such as attachment to cantilevers or veneers may require Engineer's approval Detail C (see page 4) Note: Emergency escape windows are allowed to be installed under decks and porches provided the location of the deck allows the emergency escape window to be fullK opened and provides a e , path not less than 36" in height to a yard or court. 6'8" required for walk out basements or patios. COI f Note: A plot plan (plan view) showing the dimensions of your probe structures on the property must be included. In addition to project dim post locations and spacing, joist and beam spans, and any other This handout was developed by the Colorado Chapter of the `I International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. I L or r1 r4 :ix4or2x6- 2x /Q joists spaced _,�4 " apart (example: 2 x 10'spaced 24' apart) (x-jL(Ibeam ° ° °• �� (exam##: (2) 2 x 10 - see detail B) 2x rim joist (example: 2 x 10 - sae Alternate B 1 A B2) xposts spaced .;77_apart (example: 4 x 4 pests spaced 8' apart) Span'� (exempts, IS'- 4') � e of siding (axfsting ) —Iclik 4M6 6. ti&ki' city or heat relatiQQn_shiRR to existing buildings or I1l5ther details such as not shown on the section drawing. we XJHdWL2L42MjL The Issuance al a permd m appro•vl a1 PA" Specyiraamns and oompWabo Shan not be a permit 1pr, ar an ppr, clef mfr WAAMMn b M DECK LAYOUT Birds Eye View DECK DESIGNER powered by DIY Technologies Bottom View Top View with Planks Created on May -02-2018 All rights reserved copyright ©2018 DIY Technologies Project ID: 702350587 Product availability based on Store#: 2419 Page 3 7W7 ANALISYS LEVEL 1 DECK DESIGNER powered by DIY Technologies Deck and Post Height: You selected a height of 54" from the top of the decking to the ground level. The top of the deck support posts will therefore be 34" above ground level. Joists: Set joists on top of beams, 16"; center to center. Created on May -02-2018 All rights reserved copyright ©2018 DIY Technologies Project ID: 702350587 Product availability based on Store#: 2419 Page 11 Label A BEAM LAYOUT LEVEL 1 Beam Length Post Count 29' 10 1/2" 5 Created on May -02-2018 All rights reserved copyright 02018 DIY Technologies Project ID: 702350587 Product availability based on Store#: 2419 DECK DESIGNER powered by DIY Technologies Post Spacing 71211 Page 13 0 414 &% 12- Hill +** r O E M v► v m v m N z m m mbp ki Nib m 0 H Z rrn O c .y 10 -De-cK-- I SMO 11 9/9/13 Diimllons 1. Fill in the blanks. Please print legibly. �e Z. Indicate in the check box which detail from page 4 0) ival _ OO will be used. Or i;ze and Spa (example: 7461&-x 4 Existing bldg. Electrical outlet required on decks Approved flashing required, of 1s^0.c.) Beam splices to occur over posts with 1 1/2" bearing Attach decking with non corrosive fasteners O Detail B U Alternate Detail B1 U Alternate Detail B2 Detail A (sea page 4) (see page 3) Conditions such as attachment to cantilevers or veneers may require Engineer's approval c E c m Lt co (:. j x f beam (example: (2) 2 x 10 - see derail B) 2x rim joist •.,•• (example: 2 x 10 - see Alternate Bt d B2) Detail C (see page 4) Finished grade Note: Emergency escape windows are allowed to be installed under decks and porches provided the location of the deck allows the emergency r escape window to be fully opened and provides a path not less than 36" in height to a yard or court. 6'8" required for walk out basements or patios. Note: A plot plan (plan view) showing the dimensions of your proje structures on the property must be included. In addition to project dim post locations and spacing, joist and beam spans, and any other This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. or xposts spaced '' apart (example 4 x 4 posts spaced 8' apart) Span (example: 13'- 4') Type i f sidi sg (existing) R ,- >C. M �I�il3ilQJ�p�tisting buildings or must also show other details such as not shown on ttpe ;lection drawing. Type of decking L (exanoe: 1 x4 or2xe- rrex) ._ 2x joists 36" high guard with balustersa s p "� apart spaced so that a 4 Inch diameter (exampia:2x 10^spa2apa,.,) ----�� sphere cannot v passthrough Cl) Beam splices to occur over posts with 1 1/2" bearing Attach decking with non corrosive fasteners O Detail B U Alternate Detail B1 U Alternate Detail B2 Detail A (sea page 4) (see page 3) Conditions such as attachment to cantilevers or veneers may require Engineer's approval c E c m Lt co (:. j x f beam (example: (2) 2 x 10 - see derail B) 2x rim joist •.,•• (example: 2 x 10 - see Alternate Bt d B2) Detail C (see page 4) Finished grade Note: Emergency escape windows are allowed to be installed under decks and porches provided the location of the deck allows the emergency r escape window to be fully opened and provides a path not less than 36" in height to a yard or court. 6'8" required for walk out basements or patios. Note: A plot plan (plan view) showing the dimensions of your proje structures on the property must be included. In addition to project dim post locations and spacing, joist and beam spans, and any other This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. or xposts spaced '' apart (example 4 x 4 posts spaced 8' apart) Span (example: 13'- 4') Type i f sidi sg (existing) R ,- >C. M �I�il3ilQJ�p�tisting buildings or must also show other details such as not shown on ttpe ;lection drawing. DECK DESIGNER powered by DIY Technologies 9805 W. 36th Ave, Wheat Ridge - #2 With your deck design in hand, talk to a Lowe's project specialist to start your build. You can reach us in store, online or over the phone. F-- _ --I In Store Take this document or your ! project ID number to the customer service desk and talk to a project specialist. Online Go to Lowes.com/deckinstall s and schedule an in-home consultation. ( i Phone Call 1-800-GO-LOWES and schedule an in-home consultation. i YOUR DECK DESIGN PROJECT ID: 802340559 This number lets you or your project specialist retrieve your deck design. Created on May -02-2018 All rights reserved copyright ©2018 DIY Technologies Project ID: 802340559 Product availability based on Store#: 2419 Page 1 7LEIWES DECK LAYOUT Birds Eye View DECK DESIGNER powered by DIY Technologies Top View with Planks Created on May -02-2018 All rights reserved copyright 02018 DIY Technologies Project ID: 802340559 Product availability based on Store#: 2419 Bottom View Page 3 ANALISYS LEVEL 1 DECK DESIGNER powered by DIY Technologies Deck and Post Height: You selected a height of 54" from the top of the decking to the ground level. The top of the deck support posts will therefore be 36" above ground level. Joists: Set joists on top of beams, 16"; center to center. Created on May -02-2018 All rights reserved copyright 02018 DIY Technologies Project ID: 802340559 Product availability based on Store#: 2419 Page 12 Label A BEAM LAYOUT LEVEL 1 Beam Length Post Count 11,111, 3 Created on May -02-2018 All rights reserved copyright ©2018 DIY Technologies Project ID: 802340559 Product availability based on Store#: 2419 DECK DESIGNER powered by DIY Technologies Post Spacing 5' 3 3/4" Page 14 -- Existing building Beam splices to Approved flashing required behind existing siding occur over posts with 1 1/2" bearing Attach to joists with non -corrosive fasteners Attach ledger to existing bldg. with non -corrosive fasteners. Locate fasteners to penetrate rim joist or wall studs. FNo�n-corroslve metal joist hanger Non-corrosivepproved flashing metal joist Conditions such as attachment to cantilevers or hanger veneers may require Engineer's approval Secure posts to beam Full depth 2x solid blocking with through bolts Ia 1114--- Beam splices to Beam splices to occur over posts occur over posts with 1 1/2" bearing Non -corrosive metal with 1 1/2" bearing post/beam connector 1/2" (min.) diameter anchor bolt embedded 7" min. into concrete pier or the equivalent Finished 8" (min.) diameter pier This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 9/9/13 Secure posts to beam with through bolts J Non -corrosive metal post/beam connector Secure posts to beam with through bolts 24" Non -corrosive metal post/beam connector Non -corrosive metal post anchor 8" min. If less than 8", post must be decay resistive A r LowES DECK DESIGNER powered by DIY Technologies 9805 W. 36th Ave, Wheat Ridge - #1 With your deck design in hand, talk to a Lowe's project specialist to start your build. You can reach us in store, online or over the phone. In Store Take this document or your project ID number to the customer service desk and talk to a project specialist. Online Go to Lowes.com/deckinstall and schedule an in-home consultation. Phone Call 1-800-GO-LOWES and schedule an in-home consultation. I YOUR DECK DESIGN PROJECT ID: 702350587 This number lets you or your project specialist retrieve your deck design. Created on May -02-2018 All rights reserved copyright ©2018 DIY Technologies Project ID: 702350587 Product availability based on Store#: 2419 Page 1 r` •`�5fii1 AM or jr. Ia w 0 //'y• Wcity of ge h� %CO3,umrry Dlv WPME ri APPROVED vi W d for Code Coi Plan E miner Date of P� fp«��ns Th< fssuonc< of a P<imit w e of WW "abo w to end MnWuronons snots not be O pe— 1p *rAm°^ Mutsu OnY 01 PIpWSWns ei tnr sww.g or of enY «. CUdet OtA« O ' s ei oty % �N 'k4 M[ �IIN��7 � A Address: 9805 W. 36th Ave. owner: Real Property Acquisition Initiatives, LLC address: 5023 W. 120th Ave, Broomfield, CO off".!—, �J. ( L— — 00 rt-, Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED BY: DATE: S— `i —/? COMMENTS: C C,, XT-- it I -�:5771,L- �r�---,,lam ���---- t-7�fa' Address: 9805 W. 36th Ave t owner: Real Property Acquisition Initiatives, LLC address: 5023 W. 120th Ave. Broomfield, CO W� i CITY 60 WHEAt RIDGE 4 • Building Inspection Division (303) 234-5933 Inspection line _:�9(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: j1/1 ..f Job Address: Ul Permit Number: d i a 1 S M , d - k -,s v a -r lu Q-�- ❑ No one available for inspection: Time 1 = 1 a AM,�I Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: / /Inspector: `T r) DO NOT REMOVE THIS NOTICE IV I. City of Wheat Ridge Residential Roofing PERMIT - 201705730 PERMIT NO: 201705730 ISSUED: 08/09/2017 JOB ADDRESS: 9805 W 36th AVE EXPIRES: 08/09/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko asphalt shingles - 24 sq *** CONTACTS *** OWNER (303)829-5222 GILMER JAMES I SUB (303)364-3647 Sanara Ramos/Cristian Ramos/Ef 170362 American West Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: UA / Unassigned 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,967.09 Total Valuation FEES0.00 Use Tax 167.31 Permit Fee 172.60 ** TOTAL ** 339.91 *** 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. "20'?OS730 INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 _. k ;++ 4 +ho nnlina form hPfore 8 a.m. the day of the inspection Occupancy/Type CancenauuSor,s ���L UG aU01111.«" Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Comments Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Plumbing Mid -Roof Concrete Encased Ground (CEG) Lath / Wall Tie Foundation / P.E. Letter Rough Electric' Do Not hour concrete rriivi 1 v r+Fr�+��+.u, �• • ••-- - --_ _ _ ____,_ rrvl Inspector Comments Underground/Slab Inspections Date Initials Electrical Comments Sewer Service Plumbing Do Not Cover Under rouna or tseiownn-c-mau rrvl n I owl Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Inspections from these entities should be requested Landscaping &Parking /Planning Dept. one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW � Drainage I Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building 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. + : +; — rmmnlatarl from the Fire District and electrical low voltage *For low voltage permits –Please by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 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: �03 _- � (A - 6 - Job Address: LO5 LJ 36 Permit Number: o O/70 6,q7 ❑ No one available for inspection: Time AM/P Re -Inspection required: Yes/ No When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 - Date: /ry ' ed, / Inspector: DO NOT REMOVE THIS NOTICE 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 day PERMIT:c�D1_0 &qj, ADDRESS: 9&S JOB CODE: Foundation Inspections Date Inspector" Initials omments ZI 77 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. n 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext.�`'r% n 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / 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 305 Insulation 306 Mid -Roof 307 Metal / Lath / 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 OVER FOR ADDITIONAL INSPECTIONS PERMIT:ADDRESS JOB CODE: -�L-S'e-z<s— 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 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 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 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. City of Wheat Ridge Residential Sewer Repair PERMIT - 201709647 PERMIT NO: 201709647 ISSUED: 12/19/2017 JOB ADDRESS: 9805 W 36th AVE EXPIRES: 12/19/2018 JOB DESCRIPTION: Sanitary sewer line spot repair about 10' to 15' in yard only. Installing dual sweep clean outs. *** CONTACTS *** OWNER (303)993-6057 PRESCISION INVESTMENTS SUB (303)210-8207 Brandon Weston 110115 Premier Excavation Services *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,800.00 FEES Total Valuation 0.00 Use Tax 58.80 Permit Fee 93.35 ** TOTAL ** 152.15 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** d � A le City of Wheat Ridge Residential Sewer Repair PERMIT - 201709647 PERMIT NO: 201709647 ISSUED: 12/19/2017 JOB ADDRESS: 9805 W 36th AVE EXPIRES: 12/19/2018 JOB DESCRIPTION: Sanitary sewer line spot repair about 10' to 15' in yard only. Installing dual sweep clean outs. 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 permit. I further a st hat I am legally authorized to include all entities named within this document as parties to the work to be performed and that all or to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 1-z III /IT Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in thepermit 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 maybe 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 and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding 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 Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable r any, ordinal r rula n 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. City of � / Wheat p dg� COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(fti.wheatridge.co.us FOR OFFICE USE ONLY Date: r Plan/Permit # gv/ -')-o 9 �'y Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: � � 3 ) C% Property Owner (please print): PJC 6'S10 L ��GtiV�C S Phone:(303) 2A0 --q �-qS Property Owner Email: Mailing Address: (if different than property address) Address: S akA&e Citv. State. Zi Arch itect/Engineer: ArchitectlEngineer E-mail: Phone: Contractor: VWAiC ( 6(ct Un't t ©A 5crVOJ (cS Contractors City License #: l t 61 1 �_ Phone: L3o) Z ICS' (� Contractor E-mail Address: For Plan Review Questions & Comments (please print): Jt CONTACT NAME (please print): __FV000f UCO \ Phone: -2 to CONTACT EMAIL(p/ease print): Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL 0 RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) -S E (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) S. Sq. Ft./LF Btu's Amps Squares Ct_�o0 � l0' k -o is ' ti CIOV6 00of Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 2 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): S Q0.( I 1 Wj Q (� DATE: 12/ DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ i CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time d S `;/ ESI/PM Re -Inspection required: Yes"' When corrections have been made, call1 ffor re -inspection at 303-234-5933 Date: 2 r" Inspectors: I ` ' 1L DO NOT REMOVE THIS NOTICE It, � 4 CITY OF WHEAT RIDGE ( �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NO�TI i Inspection Type: Job Address: Permit Number: '-7o When corrections/have been made, call for re -inspection at 303-234-5933 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: ' Job Address:T 14" Permit Number: T7 3 r ❑ 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 - Date: / l '7'117 Inspector: r DO NOT REMOVE THIS NOTICE ► City of Wheat Ridge Residential Roofing PERMIT - 201705730 PERMIT NO: 201705730 ISSUED: 08/09/2017 JOB ADDRESS: 9805 W 36th AVE EXPIRES: 08/09/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko asphalt shingles - 24 sq *** CONTACTS *** OWNER (303)829-5222 GILMER JAMES I SUB (303)364-3647 Sanara Ramos/Cristian Ramos/Ef 170362 American West Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,967.09 FEES Total Valuation 0.00 Use Tax 167.31 Permit Fee 172.60 ** TOTAL ** 339.91 *** 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. d ® City of Wheat Ridge � r Residential Roofing PERMIT - 201705730 PERMIT NO: 201705730 ISSUED: 08/09/2017 JOB ADDRESS: 9805 W 36th AVE EXPIRES: 08/09/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko asphalt shingles - 24 sq I, by in 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_ppermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pertormed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. a, /I C)� Signature of OWNER 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 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 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 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. Aomatk 6. The issuance or granting of a permit shall not te catrued to b mit fog or approval of, an violation of any provision of any applicable code or any ordinance or regulation . 'on. rk 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. Dane Lovett r2,01 70 �230 From: no-reply@ci.wheatridge.co.us Sent: Wednesday, August 2, 2017 6:37 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application 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 9805 W 36th Ave Wheat Ridge, CO 80033 Property Owner Name James & Janice Gilmer Property Owner Phone 303-829-5222 Number Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attached Copy of Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business American West Roofing, Inc. Name Contractor's License 170362 Number (for the City of Wheat Ridge) Contractor Phone 303-364-3647 Number Contractor Email Address awestroofs@gmail.com Retype Contractor Email awestroofs@gmail.com Address DESCRIPTION OF WORK Are you re-decking the No f roof? Description of Roofing Tamko Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 24 material selected above? Does any portion of the No property include a flat f roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 24 / (pitched + flat) of all 2 roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) Tear off & replace with Tamko shingles, total of 21.53 sq for house and corrugated, total of 2.89 for shed. 7967.09 ' 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 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. Name of Applicant Sandra Ramos Email not displaying correctly? View it in your browser. 3 'RICAN ROOFING Buyer: SgI c� ��i W` 1 Wi e r Qn- Address: o O- W, 36' A L. \JUhea� �J e. Co 5M033 ROOF Tear-Off,H ul and Dispose of Shingles Asphalt Wood Shake_ Other_ Add Layer of Shingles, Remove and Dispose Roofing Felt - 15 Ib. ✓ 30 Ib. Other_ Starter Shingles ,,d.Shingles Shingles BrandT+�J o_ I - p 4✓/1 19— Ridge Cap Low Profile ✓ High Profile Drip Edge 2x2 2x4 Color: Flashing - Pipe Jack Furnace Vent Cap and Storm Collar Roof Vent - Turtle Type ✓ Exhaust Cap - Through Roof t //4r 6 Ar Chimney Flashing - Small, Average, or Large Skylight Flashing Additional Charge for High Roof (>2 Stories) Additional Charge for Steep Roof (7/12 to 9/12 Slope) Ice & Water Shield GENERAL CONTRACTOR SERVICE AGREEMENT Home Phone: 3 03 - P 1— S 2 Insurance Co: r5 Claim N.Mb O V I ;Z qq S -1 it Adjuster: D UJ -v01 ll,► �C4Sf<Qy UNIT QUANTITY SQ 21.9-3 SQ SQ 15.04 SQ SQ 23 68' LF 7s•3 s,! LF Each �--- Each Each Each Each Each SQ SQ SF 6 117, DS FLAT ROOF Tear -Off, Haul and Dispose Roll Roofing Roll Roofing - Self -Adhering Drip Edge 2x4 GUTTERS / SIDING Remove Gutter / Downspout Install Gutter - Aluminum up to 5"_ 6"_ Install Downspout - 2" x 3" 3"x4" Remove and Replace Soffit Remove and Replace Fascia Remove and Replace Siding Remove and Replace Trim OTHER Permit (TBD) UNIT QUANTITY SQ SQ LF LFj]�p�• D-0 LF t1 rL D LF SF LF SF LF Ridge Vent LF Install Sheathing - 7/16" OSB or Other: SF TOTAL: $ r-7 07 -rte Wpro os to furnish all materials and labor completed in accordance with the specifications below for the initial sum of: REPLACEMENT COST $ g• 07 (insurance proceeds) plus any supplements that may apply to your claim. Upon approval of your claim, American West Exteriors will fil6 for any and all supplements, which may include building code items, unforeseen items and missed or omitted items on the insurance scope provided to you by your insurance company. Those items will be paid per your policy provisions and will become part of this contract as if contained herein. American West Exteriors, as your General Contractor, requests a fair and equitable settlement agreeable by both your insu p�av and American West Exteriors based on competitive market rates for labor & materials with no additional cost to you, except for your $ e o deductible and any upgrades or additional work authorized by you that are not part of your approved insurance claim. Should your insurance company deny a full roof replacement, you will not be obligated to this contract and may enter into an acceptable repair agreement with American West Exteriors. All work is installed per the manufacturer's installation instructions & the local building codes. • I hereby authorize and/or instruct the insurance company and all lien holders to include the name American West Exteriors as Co -Payee on any subsequent loss draft or checks after today's date as indicated below • I hereby authorize and/or instruct any representative and/or third party agent of American West Exteriors to obtain any and all information necessary to complete the funding process relative to the claim number listed above�6 • I hereby authorize and/or instruct American West Exteriors to Act as my General tractor for the above mentioned claim number and instruct my i surance company to release the customary 10% overhead & 10% profit for scheduling and coordinating any and all trades needed • I understa this ontract may be cancelled within JWujMess days from the date listed below. The cancellation had to be submitted to American West Exteriors by midnight on the third business day. • Please note homeowner is responsible for all building co ated costs should the insurance policy not cover code related items. If there is no insurance coverage, homeowner is responsible for all unforeseen building code, or building related costs not covered above. This contract is subject to American West Exteriors management review & approval. I accept the above terms of this contract and authorize American West Exteriors to proceed. Owner Signature: a -� - � Company Representative: ` Owner Name: . c e ZI^ Representative Signature: Acceptance Date: -.4 7 - .ZD /.Z Management Approval: off! - C~ 33 g4J z 0 io City of Wheat Ridge Residential Demoliti PERMIT - 091774 PERMIT NO: 091 774 ' "ISSUED:.` 08/28/2009 JOBADDRESS: , 980 5 W36TH AVE EXPIRES.: 02/24/2010 DESCRIPTION: Demo of interior from 'mechanical failure ***CONTACTS owner 303/424 -4874 James/,7anice Gilmer.. PARCEL INFO < ZONE CODE: UA USE: UA SUBDIVISION:. 0620 .'BLOCK/LOT#: 0/.' FEE SUMMARY ESTIMATED PROJECTVF ALUATION.: .00 FEES Demolition Fee 50 **.TOTAL.**. - 50.00 s Conditions: - Subject to field inspections. x 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 r: app 'cable Wheat Ridge Ordinances, for. work under this permit. Plana subject to field inspection. y o S nature of contractor/owner date 1. 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 {t ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the. discretion of the 'Building Official. 3. 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: 4. No :work of any manner shall be done that will change the natural flow of water causing a.. drainage problem. 5. Contractor shall notify the Building Inspector 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 ermitf or the approval of drawings and ;specifications shall not be construed to be a permit for, nor an. approval f, ny violation of the provisions of the building codes or any, other ordinance, law, rule or regulation. All"pl is subject to field inspections. y Signature Chief Building Official date r'INSPECTION REQUEST LINE: (303)234-5.933 BUILDING. OFFICE:.. (303)235-2855 C REQUESTS MUST BE MADE BY 3PM : ANY BUSINESS DAY FORINSPECTION THE ' FOLLOWING.: BUSINESS DAY. r, F""E?T~a City of Wheat Ridge Building Division . , m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 °ocoRPa° ° Inspection Line: 303-234-5933 Building Permit Application Date: 0 Plan Permit A Properly,Address: / 8 We,,-T 36 Property Owner (please print): es ~ J~,„,C,, ~y~ g r Phone: 3Q3-y, 731 \ Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: Contractor License $ub'Contractors: Electrical City License Company: Phone: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): ~p~ -mot Description off work:' ~1 ,.n2rn~'~ .~u/~~i,~a~~~e~9 0-~' .RO~/u~"~~D ~/,~i.,~v.^-o-✓~I~ Sq. FFtt../L._Ft_added: Squares BTU's Construction Value: $ (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ 1 Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: JG larc - &;/,o SIGNATURE: _VAI, -rti- ~'1r~snm, , Date: -.29=D Bldg Valuation: $