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HomeMy WebLinkAbout4205 Hoyt StreetCity of Wheat Ridge ` Homeowner Exterior Remodel PERMIT - 201900573 PERMIT NO: 201900573 ISSUED: 04/11/2019 JOB ADDRESS: 4205 Hoyt St EXPIRES: 09/03/2020 JOB DESCRIPTION: Homeowner porch enclosure, taking out exterior load bearing wall and framing walls with exterior sheathing and aluminum siding. Adding 6 windows with U -factor of .32. 9 can lights will be added, a split 12k BTU compression will be installed and outlets; 483 sq ft total *** CONTACTS *** OWNER (720)822-7200 OFFERMAN DAVID *** PARCEL INFO *** ZONE CODE: UA / Unassigned. USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,000.00 FEES Total Valuation 0.00 Plan Review Fee 184.31 Use Tax 315.00 Permit Fee 283.55 ** TOTAL ** 782.86 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. City of Wheat Ridge Homeowner Exterior Remodel PERMIT - 201900573 PERMIT NO: 201900573 ISSUED: 04/11/2019 JOB ADDRESS: 4205 Hoyt St EXPIRES: 09/03/2020 JOB DESCRIPTION: Homeowner porch enclosure, taking out exterior load bearing wall and framing walls with exterior sheathing and aluminum siding. Adding 6 windows with U -factor of .32. 9 can lights will be added, a split 12k BTU compression will be installed and outlets; 483 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, 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 al[ entities named within this document as parties to the work to be performed and that all work to be performed is disclse inthisdoc ument and/or 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, 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 issuance or grand a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applic le code or any mance or regulation of this jurisdiction. Approval of work is subject to field inspection. F Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �WhcatFic c' Mt1NIIY l�l��'FINIMI-N1 City of Wheat Ridge Municipal Building 7500 W. 29i' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Pennits expire 305 days after the date of issuance regardless of activity. Requests for extension must be made in ,writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at t)ennits(d.ci.xN�lieatridge.co.us or fax to 303-237-8929. Parte requesting permit extension: f -V& i.,,-. L 0 t—/ E'l_ (% k pen -nil # ZOj Q 0 0 a 73 Property Address: '-1,70 5 4-1y � s Pbone # 7 Z G - K ? ,7 - 7ZU C) Email Address: d 3 o ZO-P f i, o\ P-_ 0,� "., ^ 1 ( Reason for extension request: P A ; iy R 1 w f /yk I ' rl/c c a 'I ca &I i' tIVAt_ WA- 1.K rV-EL2C."-,C',i. Number of days requested: -!� Printed Name: Lj& Signature: Date: For office use only This request has Approved by: 1 Denied ww w.ei. w heal ridge.ea.us Datc: )extended until: G v r:. City of Wheat j�c�c Ci�MMUNIiY DGVELOPMLNT City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at 12ermits@ci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: 6 WN&�(( 1Jhy1. 0 OE a n n P,�r N Permit #L O t 700 5-)3 Property Address: L/Z 0 5- (+0 7 i S f Phone # 7Z0 9z Z- -? Zoo Email Address: �� j a r nit Reason for extension request: � L u v t -tie R < < w w o— ��� Number of days requested: _(Q (W4 r'4 r Q v A (I A,-1 t`i wee- ►'s > 'Ve (?') Primed Name:go) 0_Fe&ff A4,&A% Signature:__ Date: For office ube only This request has th n• 7ppred Denied, Extended until:- Appy©ved by:—_Date:_ _ f�-��� a i+M.ci.n heatridge.coms CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: <c -/y Cu rc7_; ❑ No one available for inspection: Time AV/PM, Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: 1,- Inspector: ," , DO NOT REMOVE THIS NOTICE TV City of Wheat Ridge Homeowner Exterior Remodel PERMIT - 201900573 PERMIT NO: 201900573 ISSUED: 04/11/2019 JOB ADDRESS: 4205 Hoyt St EXPIRES: 06/14/2020 JOB DESCRIPTION: Homeowner porch enclosure, taking out exterior load bearing wall and framing walls with exterior sheathing and aluminum siding. Adding 6 windows with U -factor of .32. 9 can lights will be added, a split 12k BTU compression will be installed and outlets; 483 sq ft total *** CONTACTS *** OWNER (720)822-7200 OFFERMAN DAVID *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 184.31 315.00 283.55 782.86 15,000.00 *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. City of Wheat Ridge Homeowner Exterior Remodel PERMIT - 201900573 PERMIT NO: 201900573 ISSUED: 04/11/2019 JOB ADDRESS: 4205 Hoyt St EXPIRES: 06/14/2020 JOB DESCRIPTION: Homeowner porch enclosure, taking out exterior load bearing wall and framing walls with exterior sheathing and aluminum siding. Adding 6 windows with U -factor of .32. 9 can lights will be added, a split 12k BTU compression will be installed and outlets; 483 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, 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 that all 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 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 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 re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The !issj&Wce or grantma of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appliccode or any rinance 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. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ��' Lk__Aj'17,_ s~ Permit Number: ❑ No one available for inspection: Ti AM/PM Re -Inspection required: YeNo—.: When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. uslinspeeti6h`\ Date: 2'6 spe,� r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: T� Job Address: Permit Number: -,.a d i ❑ No one available for inspection: Time Re -Inspection required: Yes 'No� When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: P0.` = % ¢' Inspector: �---- . DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Asbestos Abatement PERMIT - 201901958 PERMIT NO: 201901958 ISSUED: 09/13/2019 JOB ADDRESS: 4205 Hoyt St EXPIRES: 09/12/2020 JOB DESCRIPTION: Asbestos Abatement - 980 sq ft total *** CONTACTS *** OWNER (720)822-7200 OFFERMAN DAVE SUB (720)988-3525 KIM BURRUS 190142 RELIANCE ENVIRONMENTAL SRVS LL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,000.00 FEES Asbestos Abatement 50.00 Total Valuation 0.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 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 thise . I further at t I am legally authorized to include all entities named within this document as parties to the work to be per fp and the w to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. in 400000 4�7 S' nof O or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or an. ,ordinance 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 j�idgc COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # �(,{ Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Z/Z d i /_/a Property Owner (please print): _D4y 2_ Phone: -72-0 �'ZZ 72-00 Property Owner Email: • Com Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor Name: .0-A cc,+� c.�2 '7 n U t r zo ti' m &\-" '� �G City of Wheat Ridge License #: Phone: 7 2-0 _'[ frFr• 3S oZS-- Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print). 9 ►' 1 4L4'\ ✓u s Phone: -7z-,o 9 99- 35 _5 CONTACT EMAIL(p/ease print): �Zx_k co -V-1 csr,S'Z Vul0,5 K) - Cc" Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): 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 # Complete all highlighted fields, if applicable. ❑COMMERCIAL ❑ RESIDENTIAL Provide 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. -�Y,,�� � w� �s � .�► (rte ��S �S � ���. Wtn-u 04 `�VIn 2e-Oory Sq. FULF -16 17 W BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OoD • 0,:-:7 — OVVN>JR/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) NTRAC UTHORIZED REPRESENTATIVE) of (OWN/ER) (CONTRACTOR) Signature (first and last name): %Z►t'�`� � DATE: Printed Name. Y> If l a t^� �r✓ti( ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: M2 cc O Z Oz cc � �2 F LU Q W _V mZ5 $ IL— L 3tU) �5� Qw :1 m Q. a- V d b 2 %vH g. Z� a� Oa Z> Vo _ — o L crc Oo LZ f L C Z = CC O 0 LU ~ N W Q .c vi Q� of U ti QUQ F- 0 O¢� N m Ww U J N U- W r - C6 N (a Q E > O d) m d c S d � a N� a O C d o = N y R o ro m U c � U 3 Y. — U w � a s y Ll QE p � c 0 N � � E m p O CL aci m � E o aai m m a c Y C O C a7 Q E E `a � m c V C � � a U L T a o c 3 N w .a o� ov T a d W C a as c U L t C ::Y m 3 0,-0 o Qa c L _C o a c � 2 lT1 . 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O N � Q Z) T d ca D Li p Q) N f] _ N — H � 3 o, Q C N ,V �� R7 v � 3 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 L " -Job Address: Permit Number: ❑ No one available for inspection: Time M Re -Inspection required: Yes,N When corrections have been made, caH for re -inspection at 303-234-5933 Date:6 tea, Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: � /--I otn<:--) C.� -C`_ mac`-' ❑ No one available for inspection -,Time 1) A /PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Z 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: Permit Number:.; ❑ No one available for inspection: % /PM Re -Inspection required: Yeses When corrections have been made, call f =1 -at -4-5933 Dat Inspector:. DO NOT REMO ; 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: Permit Number: , o oD- ❑ No one available for inspection: Time Re -Inspection required: YesCNo; 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: R Job Address: Permit Number: (� ❑ No one available for inspection: Re -Inspection required No When corrections have been made, c re -inspection at 303-234-5933 Daws.—InspeCt DO NOT REM E THIS NOTICE 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING,, INC_ 720-440-9450 www.dlengineer.com 4/3/2019 Job# 2019-5897 4205 Hoyt St Wheat Ridge, CO 80033 RE: Beam/ Shear Wall Design Per your request, I have reviewed the load carrying capacity for the wall removal and new beam as well as the shear wall capacity at the above referenced address. Wall No. 1—The wall between the kitchen and living room area is non -load bearing and may be removed without consequence. The roof in this area is supported by pre -fabricated trusses that span from the front of the house to the rear. Beam No. 1—The E/W wall on the south side of the existing house that separates the existing kitchen and living room from the existing deck will be removed. A hole will also be cut in the gable end -truss to allow for attic access to the roof above the deck. The bottom chord will need to be replaced by a beam as this truss carries 2 ft of tributary load from the roof and ceiling. Shear Wall —The existing deck on top of the garage is to be enclosed. A shear wall analysis was done to provide proper lateral support. Design criteria: 2012 IRC w/ City of Wheat Ridge Amendments Roof Dead Load: 12 psf Roof Live Load: 20 psf Snow Load: 30 psf Ceiling Dead Load: 8 psf Attic Live Load: 20 psf Wind: 90mph, V„it Exp. C Beam No. 1— Install a (3) 1 %" x 117/8" 2.0E Microllam LVL continuous flush beam to reinforce the bottom chord and allow the wall opening. Attach two plies to one side of the bottom chord and one ply to the other side to reinforce the bottom chord. Fasten the plies of the beam together per the diagram below. Support the beam/truss at its ends with minimum 2 - ply 2x4 built-up columns which are to bear directly on the foundation wall below. Shear Wall — Install (2) 4 ft wide full height panels of 7/16" Structural 1 OSB, one in each corner of the south face of the deck, with 8d common nails spaced at 6" edge and 12" field. Install (2) 2 ft wide full height return panels, one on the east and one on the west wall, right up against the panels on the south wall with 6d common nails spaced at 6" edge and 12" field. Install''/:" gypsum board on the interior face of these panels with 1 Y2" type W or S screws spaced at 7" edge/field. All other surfaces where windows are not installed must have 7/16" Structural 1 OSB installed. 3/26/2019 Job# 2019-5897 4205 Hoyt St Wheat Ridge, CO 80033 RE: Beam/ Shear Wall Design Per your request, I have reviewed the load carrying capacity for the wall removal and new beam as well as the shear wall capacity at the above referenced address. Wall No. 1—The wall between the kitchen and living room area is non -load bearing and may be removed without consequence. The roof in this area is supported by pre -fabricated trusses that span from the front of the house to the rear. Beam No. 1— The E/W wall on the south side of the existing house that separates the existing kitchen and living room from the existing deck will be removed. A hole will also be cut in the gable end -truss to allow for attic access to the roof above the deck. The bottom chord will need to be replaced by a beam as this truss carries 2 ft of tributary load from the roof and ceiling. Shear Wall — The existing deck on top of the garage is to be enclosed. A shear wall analysis was done to provide proper lateral support. Design criteria: 2012 IRC w/ City of Wheat Ridge Amendments Roof Dead Load: 12 psf Roof Live Load: 20 psf Snow Load: 30 psf Ceiling Dead Load: 8 psf Attic Live Load: 20 psf Wind: 90mph, V„it Exp. C Beam No. 1— Option 1: Install a (3) 1 %" x 117/8" 2.0E Microllam LVL continuous flush beam to replace the bottom chord and allow the wall opening. Remove the bottom chord of the gable end -truss and replace with Beam No. 1. Fasten the plies of the beam together per the diagram below. Support the beam at its ends with minimum 2 -ply 2x4 built-up columns which are to bear directly on the foundation wall below. Option 2: Install a (3) 1 %" x 117/8" 2.0E Microllam LVL continuous drop beam to allow the wall opening. Support the gable end -truss by installing Beam No. 1 directly beneath. Fasten the plies of the beam together per the diagram below. Support the beam at its ends with minimum 2 -ply 2x4 built-up columns which are to bear directly on the foundation wall below. Shear Wall — Install (2) 4 ft wide full height panels of 7/16" Structural 1 OSB, one in each corner of the south face of the deck, with 8d common nails spaced at 6" edge and 12" field. Install (2) 2 ft wide full height return panels, one on the east and one on the west wall, right up against the panels on the south wall with 6d common nails spaced at 6" edge and 12" field. Install %" gypsum board on the interior face of these panels with 1 %2" type W or S screws a.1x:;4 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC- 720-440-9450 www.diengineer.com 3/26/2019 Job# 2019-5897 4205 Hoyt St Wheat Ridge, CO 80033 RE: Beam/ Shear Wall Design Per your request, I have reviewed the load carrying capacity for the wall removal and new beam as well as the shear wall capacity at the above referenced address. Wall No. 1—The wall between the kitchen and living room area is non -load bearing and may be removed without consequence. The roof in this area is supported by pre -fabricated trusses that span from the front of the house to the rear. Beam No. 1— The E/W wall on the south side of the existing house that separates the existing kitchen and living room from the existing deck will be removed. A hole will also be cut in the gable end -truss to allow for attic access to the roof above the deck. The bottom chord will need to be replaced by a beam as this truss carries 2 ft of tributary load from the roof and ceiling. Shear Wall — The existing deck on top of the garage is to be enclosed. A shear wall analysis was done to provide proper lateral support. Design criteria: 2012 IRC w/ City of Wheat Ridge Amendments Roof Dead Load: 12 psf Roof Live Load: 20 psf Snow Load: 30 psf Ceiling Dead Load: 8 psf Attic Live Load: 20 psf Wind: 90mph, V„it Exp. C Beam No. 1— Option 1: Install a (3) 1 %" x 117/8" 2.0E Microllam LVL continuous flush beam to replace the bottom chord and allow the wall opening. Remove the bottom chord of the gable end -truss and replace with Beam No. 1. Fasten the plies of the beam together per the diagram below. Support the beam at its ends with minimum 2 -ply 2x4 built-up columns which are to bear directly on the foundation wall below. Option 2: Install a (3) 1 %" x 117/8" 2.0E Microllam LVL continuous drop beam to allow the wall opening. Support the gable end -truss by installing Beam No. 1 directly beneath. Fasten the plies of the beam together per the diagram below. Support the beam at its ends with minimum 2 -ply 2x4 built-up columns which are to bear directly on the foundation wall below. Shear Wall — Install (2) 4 ft wide full height panels of 7/16" Structural 1 OSB, one in each corner of the south face of the deck, with 8d common nails spaced at 6" edge and 12" field. Install (2) 2 ft wide full height return panels, one on the east and one on the west wall, right up against the panels on the south wall with 6d common nails spaced at 6" edge and 12" field. Install %" gypsum board on the interior face of these panels with 1 %2" type W or S screws OL ENGINEERING, INC. spaced at 7" edge/field. All other surfaces where windows are not installed must have 7/16" Structural 1 OSB installed. MULTIPLE -MEMBER CONNECTION FOR TOP -LOADED BEAMS Fastener Installation Requirements 1r-­rs are required as both sides, stagger fastenoo Me semad side so they fay halfway he tweed bstem,rs oa the first side. load must be 2APlied ereoy asracs eftw beam Width. tltkarwiso, use comectioas for side -!aided beams 10 AtultiptaPieces call be nailed or haftedfogefher to term a header ar beam offhe required sue, up fe a mas/mum wldtb af7" ..'•ti�.,u��.°'— u,�,,,..,�: t'nuns "1111'-0 .16T diamNhr smus are SOS. JSP WS. hussLtaK.aW^err SOW. (2] An additional mw of Pails is required with depths rJf t-0' ar greater. (s} WheO connecting s -A w'blm aag eaeb Pit to the Other and nffsat nail rnw, by 2' inn ms to the nil bels._ Contractor to notify Engineer if any of the field conditions differ from the assumptions stated above. If you should have any further questions, please feel free to contact me at (720) 440-9450 or Ishivley@dlengineer.com. Sincerely, T D a O signed by Daniel Lemier Lane Shivley, EI I ON; ll niel Lemier, OU=Owner, O=DL Eri� ring, Erolernier@ ineer.com L Reason: I PW a oving this do Wm t,rq! Under direct supervision of L.-fl- Date:2019- 6:29 Daniel LeMier, PE 35393® Attached: SK -1 Plan View l — j 2 PUBLISHED: Friday, March 22, 2019 3:03 PM �— � 4 Op O O ti _ 00 A O m m .. r Z 3 D o m D A D F m D O am m m m A m N m < m z ? x O O 0 m p N D x < 0 N F 7, U N 0 CO p j C p � N Z < o� r m w C3Ox m m {) r- CP p N M o 0 A m N (pD X a y o � n 0 r r c m O m m z z D O U O 0 p 3 N a 0 0 � 0 m _ p m o O A m C � C m m J O rp cD v CD C TV t s DL ENGINEERING INC. SHEAR WALL/ NEW BEAM/ WALL T 9100 W JEWELL AVE. $ REMOVAL PLAN VIEW + N LAKEWOOD, CO 80232 ° 4205 HOYT ST m 720-440-9450 WHEAT RIDGE, CO 80033 WWW.DLENGINEER COM OWNER: — i1 LJS i m DWL o 3/22/2019 M i CITY OF WHEAT RIDGE �Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax -30- I- i" AI I A INSPECTION NOTICE , 30 a- W a /I S &eq -4 inn Inspection Type: 3 Oq - A ear- k/A 11 Job Address: 9 a 0,S7 LjrS �- Permit Number: 2 D l o G 5- 7 ❑ No one available for inspection: Time IS'' - 24 A PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date:'/ 2q /19 Inspector: -7-b 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: Job Address: � S Permit Number: ?Ole Q0 S--,7,3 ILI 11 -JU Ina T ❑ No one available for inspection: Time 9 = `49 OPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: L! /i._ /10'—Inspector: / s� DO NOT REMOVE THIS NOTICE City of Wheat Ridge p Homeowner Exterior Remodel PERMIT - 201900573 PERMIT NO: 201900573 ISSUED: 04/11/2019 JOB ADDRESS: 4205 Hoyt St EXPIRES: 04/10/2020 JOB DESCRIPTION: Homeowner porch enclosure, taking out exterior load bearing wall and framing walls with exterior sheathing and aluminum siding. Adding 6 windows with U -factor of .32. 9 can lights will be added, a split 12k BTU compression will be installed and outlets; 517 sq ft total *** CONTACTS *** OWNER (720)822-7200 OFFERMAN DAVID *** PARCEL INFO *** ZONE CODE: UA % Unassigned USE. UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,000.00 FEES Total Valuation 0.00 Plan Review Fee 184.31 Use Tax 315.00 Permit Fee 283.55 ** TOTAL ** 782.86 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. City of Wheat Ridge Homeowner Exterior Remodel PERMIT - 201900573 PERMIT NO: 201900573 ISSUED: 04/11/2019 JOB ADDRESS: 4205 Hoyt St EXPIRES: 04/10/2020 JOB DESCRIPTION: Homeowner porch enclosure, taking out exterior load bearing wall and framing walls with exterior sheathing and aluminum siding. Adding 6 windows with U -factor of .32. 19 can lights will be added, a split 12k BTU compression will be installed and outlets; 483 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, 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 ermit. I rther attest that I am 1 ly authorized to include all entities named within this document as parties to the work to be perfo d work to er ormed is disclosed in this document and/or its' ccompanying approved plans and specifications. Signatr?Vttorjthew, R or CONTRACTOR (Circle one) Date ' 1. T s issued based on the information provided in the permit application and accompanying Flans and specifications and is su 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 BudOfficial Building and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordin nice or regulation of this jurisdiction. Approval of work is subject to field inspection. �4✓ Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I FOR OFFICE USE ONLY City of Date: ,�9�Wh6atge , Ct_ mmuNE t Vt tC 1'lv°� l i Plan/Permit# Building & Inspection Services Q1 d�9b� 3 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsCa7ci.wheatridge.co.us Building Permit Application ** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: "' G' .> (-} ci° r i S t ; i t t 11 C_ o cs'0033 Property Owner (please print): L-*-)A-\j, ID oi F�-�2 her Phone: 7 o - �K?2 - 7z a Property Owner Email: c Fe 2 o 4,v C_ Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Engineer: , e5 -Z- e M i z: -(L Architect/Engineer E-mail: Contractor Name: City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): CONTACT EMAIL(p/ease print): Phone: Phone: Phone: Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): 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 [)g RESIDENTIAL Provide 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. Curt i->o(Lk w rove g I f j W I It 6 e fY^=, e S l,,r 1 14 N3 :: btl ci't R w ... X `v (V — i •l V^ 5 i/i�cidvS i../i11 LP H�Ac�I 'n i �G. •,,r �5flsr J (�c�c. ,s:t ��.rt✓ ��T s � 4 IZ�� aTV S•Ia'd, i 5111,ttVhZ vw C, nv,fi +v+ a.iL.eF 1,A 7 .t. . 21fiSI��� eK kri.+i w`�{ w%�t V- clv. �,e •A-. `�P�et7 ii•/,N (�r. Jy:J Sq. FULF BTUs /U Gallons /v1' , Amps Squares For Solar: KW �� A� # of Panels Af'� Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: _ Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 15, w 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 ofany 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 information provided on the application. CIRCLE ONE. (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Sienature (first and last name): DATE: Printed Name: ZONING COMMMENTS: 1t tj r� Reviewer Lit to ` tq BUILDING 4DEPMEVTS: Reviewer. PUBLIC WORKS COMMENTS: Reviewer: d IFi=-,!�:2 M DEPARTMENT USE OMLY 05 OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: `c Building Division Valuation: 15 U) A O 2 O N It Y� U IV cm 0 0 cD rn 0 N O 7- O N C 7 N 7 a f0 U N 0) C13 E d 0) O O CD IM O N C 3 a� a� Oty of W h16 at, N. i 0 9 PLAN REVIEW COMMENTS Project Description: Enclose existing porch above garage Project Address: 4205 Hoyt Street Permit App. Date: 4/2/19 Applicant: David Offerman Applicant email: djofferman@gmail.com Plan Checker: Randy Slusser Plan Checker email: rslusser@ci.wheatridge.co.us Plan Check No.: 201900573 Phone: 720-822-7200 Phone: 303-235-2803 The project plans were reviewed for compliance with the following codes and standards: 2012 IBC, 2012 IRC, 2012 IMC, 2012 ECC, 2017 NEC, 2012 IPC, 2009 ANSI/ICC, City of Wheat Ridge Amendments • TO EXPEDITE PROJECT APPROVAL: Please provide a written response indicating how and where each comment was resolved on the plans. • For clarification of any plan review comment, please call or email the plan checker listed above. WlZatf 1 1. Please revise drawing labeled "New Porch Plan" to show all walls removed for the new open layout. Show the two new windows on plan as reflected on "Front Elevation Drawing". 2. An exterior light is required for new exterior door in at deck. Please show on plan. 3. Engineer letter references SK -1 Plan View document. Please submit document for review. 4. Since this area is now considered a new conditioned and habitable space, please see comments below: a. Exterior walls shall have a minimum of R-20 insulation. Revise wall construction to 2x6 to allow room for insulation and note stud size on plans. b. Ceiling must have a minimum of R-49 insulation. Please clarify size of ceiling joists to be added to new space and note on plans. c. Floor shall have a minimum of R-19 insulation. d. Min 5/8 type X gypsum board required on garage ceiling below new space. Please contact me with any questions. Randy Slusser 303-235-2803 1 a ! CDPHE: Asbestos Consulting Firm Registration #: ACF— 20687 CDPHE: Asbestos Building Inspector Certification #: 20672 Property Type: Single Family Residential Project Address: 4205 Hoyt Street — 80033 Date of Inspection & Sample Collection: 01-21-2019 Date of Property Construction: 1961 Date of Renovations to Work Areas: Previous — Unknown Date(s) RE WED R Comprehensive Inspection, Sampling, and Testing for Asbestos Containing Building Materials AsbesTech, LLC submits the following inspection report detailing the services performed during the Asbestos Containing Building Materials (ACBM) Inspection and Sample Collection at the above referenced project address. Attached to this report is a copy of the analytical results of collected samples. The purpose of the materials sampling and testing was to evaluate the proposed work areas (as conveyed to the AsbesTech, LLC. inspector by you or your representative) for any ACBM within the proposed work areas. The sample collections, testing, results, and scope of this report are only representative of the materials collected, specifically listed in this report and relative only to the "Location" listed in Table I and as detailed within this report. Descriptive For the purposes of Renovation and Partial Demolition: Site inspection and sample collection(s) were conducted by a Certified Asbestos Building Inspector; which included destructive sampling of suspect ACBM within the proposed work areas (outlined below) as defined by the Client or their Representative. ❖ INTERIOR ➢ Removal of Main Level and Basement Walls ➢ Removal of Main Level and Basement Flooring (Vinyl) ❖ EXTERIOR ➢ Removal of Porch Soffit/Ceiling Bulk Sample Collection Bulk samples of suspect ACBM collected (Table 2) by the Inspector thru various destructive sampling methods for each of the homogeneous areas (Table 1). Sample locations selected by means of a randomized sampling scheme so that they are representative of the homogeneous sampling area wile regard to the materials present and potential asbestos content. Samples labeled with unique identifidM Page 1 of 4 00010690 wl so' %-a&a 73 r�r�� �� 1 i?.,5 VtI SuspectACBM & Location(s) The Inspector sampled the following suspect ACBM during the inspection (Table 1) ➢ Drywall System(s) — Porch, Main Level Living Room + Kitchen, Basement Bathroom ➢ VCT Tiles — Basement ➢ Vinyl Flooring — Bathrooms and Kitchen IdentiTedAsbestos-Containing Building Materials Based on PLM results by an independent laboratory the following materials are asbestos containing: ❖ Drywall Systems (no texture) o Friable or Non -Friable: Friable o Classified as: Friable Asbestos Containing Material with Potential for Significant Damage ■ Location: Porch/Deck, Living Room, Kitchen, Basement Bathroom ❖ Drywall Surfacing (Texture) o Friable or Non -Friable: Friable o Classified as: Friable Surfacing with Potential for Significant Damage ■ Location: Kitchen, Living Room, Basement Bathroom ❖ Vinyl Flooring (multiple) o Friable or Non -Friable: Friable o Classified as: Friable Asbestos Containing Material with Potential for Significant Damage ■ Location: Kitchen, Main Level Bathroom, Basement Bathroom ❖ VCT Tiles (and Mastic) o Friable or Non -Friable: Non -Friable o Classified as: Asbestos Containing Material with Potential for Significant Damage ■ Location: Basement (all) *The determination of "...Potential for Significant Damage" is based on the knowledge that these materials will be impacted, disturbed, or removed in conjunction with the Remodel, Renovation and/or Selective Demolition activities within the proposed work areas. Conclusion & Recommendation Based on the collected samples: asbestos was present in ALL of the materials sampled Limitations This report pertains only to the areas listed within the Homogenous Materials Table (Table 1 - Attached). This asbestos testing report is not to a comprehensive asbestos inspection, survey, or report of the entire structure, areas, rooms, or materials outside the scope of the initial evaluation and samples collected and listed within this report. If during the course of your activities you should encounter any materials not observed in the initial evaluation, due to visual obscurity or change in project scope, you should contact a Certified Asbestos Building Inspector for consultation of the newly discovered material(s) and assume the newly discovered material(s) to be asbestos containing until verified by independent laboratory analysis. Inspector: Bryon Sherburne t CDPHEAsbestos Building Inspector Certification #: 20672 Page 2 of 4 CDPHE: Asbestos Consulting Firm Registration #: ACF -20687 Property Type: Project Address: Date of Inspection: Date of Property Construction: Single Family Residential 4205 Hoyt Street — 80033 01-21-2019 1961 Page Pa 3 of 4 g Buitctin9 Division Table]: HOMOGENEOUS MATERIALS TABLE H.M. # Materials to be impacted Description Affected Areas Only Location Condition of Materials Estimated Square Feet 1 DRYWALL SYSTEM BASEMENT BATHROOM GOOD 325 2 TEXTURE (SURFACING) BASEMENT BATHROOM GOOD 325 3 VINYL FLOORING BASEMENT BATHROOM GOOD 50 4 TAN VCT TILES BASEMENT - ALL GOOD 850 5 BROWN VCT TILES BASEMENT — ALL GOOD 850 6 DRYWALL SYSTEM KITCHEN & LIVING ROOM *COMMON WALL* GOOD 350 7 TEXTURE (SURFACING) KITCHEN & LIVING ROOM *COMMON WALL* GOOD 350 8 VINYL FLOORING KITCHEN GOOD 150 9 VINYL FLOORING BATHROOM GOOD 45 10 DRYWALL SYSTEM PORCH CEILING GOOD 400 End of table I City of Wheat Rid Page Pa 3 of 4 g Buitctin9 Division Table 2: SUMMARY OF SAMPLES AND RESULTS H.M. # Sample Ident Location of Sample T.S.I. , Surfacing Miscellaneous Friable Non -Friable Asbestos Detected Results 1 A Behind basement bathroom door Miscellaneous Friable YES ACBM 1 B Above basement bathroom shower Miscellaneous Friable YES ACBM 2 C Basement bathroom entry wall Surfacing Friable YES trace 2 D Basement bathroom right wall Surfacing Friable YES ACBM 2 E Basement bathroom ceiling Surfacing Friable YES ACBM 3 F Floor near basement bathroom toilet Miscellaneous Friable YES ACBM 3 G Floor - basement bathroom entry Miscellaneous Friable YES ACBM 4 H Basement bed floor — under window Miscellaneous Non -Friable YES ACBM 4 I Floor at basement bedroom entry Miscellaneous Non -Friable YES ACBM 5 1 Floor at basement bedroom entry Miscellaneous Non -Friable YES ACBM 5 K Basement bed floor — under window Miscellaneous Non -Friable YES ACBM 6 L Kitchen wall —inside corner Miscellaneous Friable YES ACBM 6 M Living room wall — inside corner Miscellaneous Friable YES ACBM 7 N Kitchen wall near rear door Surfacing Friable YES ACBM 7 O Living room — left of opening Surfacing Friable YES trace 7 P Living room — right of opening Surfacing Friable YES ACBM 8 Q Floor at kitchen entry Miscellaneous Friable YES ACBM 8 R Floor at kitchen entry Miscellaneous Friable YES ACBM 9 S Main bath floor at entry Miscellaneous Friable YES ACBM 9 T Main bath floor by toilet Miscellaneous Friable no non -detect 10 U Left side — near corner Miscellaneous Friable YES ACBM 10 V Left side — near middle Miscellaneous Friable YES ACBM End of table 2 Inspector: Bryon Sherburne CDPHEAsbestos Building Inspector Certification #: 20672 Page 4 of 4 EMSL Analytical, Inc. 1010 Yuma Street Denver, CO 80204 Tel/Fax: (303) 740-5700 / (303) 741-1400 http://www.EMSL.com / denverlab@emsl.com Attention: Bryon Sherburne Asbestech 10940 S Parker Rd #333 Parker, CO 80134 Project: 4205 EMSL Order: 221900589 Customer ID: ASBT42 Customer PO: Project ID: Phone: (720) 810-1990 Fax: Received Date: 01/21/2019 5:10 PM Analysis Date: 01/23/2019 Collected Date: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Initial report from: 01/24/201917:20:56 Building bIvl3,w7 Se_ PLR` 000&_0001 - 1.78 Printed: 1/24/2019 3:20 PM Page 1 of 5 Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type A -Texture DRYWALL White 5% Ca Carbonate 2% Chrysotile Non -Fibrous 93% Non-fibrous (Other) 221900589-0001 Heterogeneous Inseparable paint/ coating layer included in analysis A -Tape DRYWALL White 98% Cellulose 2% Non-fibrous (Other) None Detected Fibrous 221900589-000IA Homogeneous A -Joint Compound DRYWALL White 5% Ca Carbonate 2% Chrysotile Non -Fibrous 93% Non-fibrous (Other) 221900589-00018 Homogeneous A -Drywall DRYWALL White 15% Cellulose 65% Gypsum None Detected Fibrous 20% Non-fibrous (Other) 221900589-0001C Homogeneous B -Texture DRYWALL Tan/White 15% Ca Carbonate 2% Chrysotile Non -Fibrous 83% Non-fibrous (Other) 221900589-0002 Heterogeneous Inseparable paint / coating layer included in analysis B -Tape DRYWALL Tan 98% Cellulose 2% Non-fibrous (Other) None Detected Fibrous 221900589-0002A Homogeneous B -Joint Compound DRYWALL White 98% Non-fibrous (Other) 2% Chrysotile Non -Fibrous 221900599-00028 Homogeneous B -Drywall DRYWALL Brown/White 15% Cellulose 70% Gypsum None Detected Fibrous 15% Non-fibrous (Other) 221900589-0002c Homogeneous C -Texture 1 TEXTURE White 20% Ca Carbonate None Detected Non -Fibrous 80% Non-fibrous (Other) 221900589-0003 Heterogeneous Inseparable paint / coating layer included in analysis C -Texture 2 TEXTURE White 5% Ca Carbonate <1% Chrysotile Non -Fibrous 95% Non-fibrous (Other) 221900589-0003A Heterogeneous Inseparable paint/ coating layer included in analysis C -Drywall TEXTURE White 15% Cellulose 65% Gypsum None Detected Fibrous <1% Glass 20% Non-fibrous (Other) 221900589-00038 Homogeneous D -Texture TEXTURE White 5% Ca Carbonate 2% Chrysotile Non -Fibrous 93% Non-fibrous (Other) 221900589-0004 Heterogeneous Inseparable paint / coating layer included in analysis D -Drywall TEXTURE White 15% Cellulose 65% Gypsum None Detected Fibrous <1 % Glass 20% Non-fibrous (Other) 221900589-0004A Homogeneous E -Texture TEXTURE Tan/White 15% Ca Carbonate 2% Chrydcilei Non -Fibrous 83% Non-fibrous (Other) 221900599-0005 Heterogeneous Inseparable paint/ coating layer included in analysis Wheat Ridge Initial report from: 01/24/201917:20:56 Building bIvl3,w7 Se_ PLR` 000&_0001 - 1.78 Printed: 1/24/2019 3:20 PM Page 1 of 5 Initial report from: 01 /24/2019 17:20:56 ASQ PLA' 0005_0001 - 1.78 Printed: 1/24/2019 3:20 PM Page 2 of 5 EMSL Analytical, Inc. EMSL Order: 221900589 Customer ID: ASBT42 1010 Yuma Street Denver, CO 80204 40- Customer PO: Tel/Fax: (303) 740-5700 / (303) 741-1400 Project ID: http://www.EMSL.com / denverlab@emsl.com Test Report. Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type E -Drywall TEXTURE Brown/White 15% Cellulose 70% Gypsum None Detected Fibrous 15% Non-fibrous (Other) 221900589-0005A Homogeneous F -Vinyl Floor Tile VINYL Beige 20% Cellulose 80% Non-fibrous (Other) None Detected Non -Fibrous 221900589-0006 Homogeneous F -Mastic VINYL Tan 100% Non-fibrous (Other) None Detected Non -Fibrous 221900589-0006A Homogeneous F -Flooring VINYL Tan 94% Non-fibrous (Other) 6% Chrysotile Non -Fibrous 221900589-00068 Homogeneous G -Flooring 1 VINYL White/Beige 35% Cellulose 65% Non-fibrous (Other) None Detected Fibrous 221900589-0007 Homogeneous G -Mastic VINYL Tan 100% Non-fibrous (Other) None Detected Non -Fibrous 221900589-0007A Homogeneous G -Flooring 2 VINYL Brown 97% Non-fibrous (Other) 3% Chrysotile Non -Fibrous 221900589-00078 Homogeneous G -Flooring 3 VINYL Tan 95% Non-fibrous (Other) 5% Chrysotile Non -Fibrous 221900589-0007C Homogeneous H -Flooring VCT Tan 97% Non-fibrous (Other) 3% Chrysotile Non -Fibrous 221900589-0008 Homogeneous H -Mastic VCT Black 96% Non-fibrous (Other) 4% Chrysotile Non -Fibrous 221900589-0008A Homogeneous H -Mud VCT White 5% Ca Carbonate 2% Chrysotile Non -Fibrous 93% Non-fibrous (Other) 221900589-00068 Homogeneous I -Flooring VCT Tan 97% Non-fibrous (Other) 3% Chrysotile Non -Fibrous 221900589-0009 Homogeneous I -Mastic VCT Black 96% Non-fibrous (Other) 4% Chrysotile Non -Fibrous 221900589-0009A Homogeneous I -Mud VCT White 5% Ca Carbonate 2% Chrysotile Non -Fibrous 93% Non-fibrous (Other) 221900589-0009B Homogeneous J -Flooring VCT Brown 96% Non-fibrous (Other) 4% Chrysotile Non -Fibrous 221900589-0010 Homogeneous J -Mastic VCT Black 94% Non-fibrous (Other) 6% Chrysotile Non -Fibrous 221900589-OOIOA Homogeneous J -Mud VCT Tan 15% Ca Carbonate 2% Chrysotile Non -Fibrous 83% Non-fibrous (Other) 221900589-00108 Homogeneous K -Flooring VCT Brown 96% Non-fibrous (Other) 4% Chrysotile Non -Fibrous 221900589-0011 Homogeneous K -Mastic VCT Black 94% Non-fibrous (Other) 6% Chrysotile Non -Fibrous 221900589-001 fA Homogeneous Initial report from: 01 /24/2019 17:20:56 ASQ PLA' 0005_0001 - 1.78 Printed: 1/24/2019 3:20 PM Page 2 of 5 EMSL Analytical, Inc. EMSL Order: 221900589 Customer ID: ASBT42 1010 Yuma Street Denver, CO 80204 Tel/Fax: (303) 740-5700 / (303) 741-1400 Customer PO: http://www.EMSL.com / denverlab@emsl.com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy L -Tape DRYWALL Non -Asbestos Asbestos Sample Description Appearance %, Fibrous %, Non -Fibrous % Type K -Mud VCT Tan 10% Ca Carbonate 2% Chrysotile Homogeneous Non -Fibrous 88% Non-fibrous (Other) L -Joint Compound 221900589-0011e Homogeneous 5%u Ca Carbonate 2% Chrysotile L -Texture DRYWALL White 10%u Ca Carbonate 2%u Chrysotile Non -Fibrous 88% Non-fibrous (Other) Homogeneous 221900589-0012 Heterogeneous L -Drywall DRYWALL Inseparable paint/coating layer included in analysis 65% Gypsum None Detected L -Tape DRYWALL White 98% Cellulose 2% Non-fibrous (Other) None Detected None Detected Fibrous Fibrous 221900589-0012A Homogeneous Homogeneous L -Joint Compound DRYWALL White 5%u Ca Carbonate 2% Chrysotile White Non -Fibrous 93% Non-fibrous (Other) 221900569-0012s Non -Fibrous Homogeneous L -Drywall DRYWALL White 15% Cellulose 65% Gypsum None Detected M -Drywall Fibrous 20% Non-fibrous (Other) 15% Cellulose 221900589-0012C None Detected Homogeneous Fibrous M -Texture DRYWALL TanNarious 15% Ca Carbonate 2% Chrysotile Homogeneous Non -Fibrous 83% Non-fibrous (Other) N -Texture 221900589-0013 White Heterogeneous 5%u Ca Carbonate 2% Chrysotile Inseparable paint/ coating layer included in analysis Non -Fibrous M -Tape DRYWALL Tan 98% Cellulose 2% Non-fibrous (Other) None Detected Fibrous 221900589-0013A Homogeneous M -Joint Compound DRYWALL White 98% Non-fibrous (Other) 2%u Chrysotile Non -Fibrous 221900589-0013e Homogeneous M -Drywall DRYWALL Brown/White 15% Cellulose 70% Gypsum None Detected Fibrous 15% Non-fibrous (Other) 221900589-0013C Homogeneous N -Texture TEXTURE White 5%u Ca Carbonate 2% Chrysotile Non -Fibrous 93%u Non-fibrous (Other) 221900589-0014 Heterogeneous Inseparable paint / coating layer included in analysis N -Drywall TEXTURE White 15% Cellulose 65% Gypsum None Detected Fibrous 20% Non-fibrous (Other) 221900589-0014A Homogeneous O -Texture TEXTURE White 10% Ca Carbonate <1% Chrysotile Non -Fibrous 90% Non-fibrous (Other) 221900589-0015 Homogeneous O -Drywall TEXTURE White 15% Cellulose 65% Gypsum None Detected Fibrous 20% Non-fibrous (Other) 221900589-0015A Homogeneous P -Texture TEXTURE Tan 15% Ca Carbonate 2% Chrysotile Non -Fibrous 83% Non-fibrous (Other) 221900589-0016 Heterogeneous Inseparable paint/ coating layer included in analysis P -Drywall TEXTURE Brown/White 15% Cellulose 70% Gypsum None Detected Fibrous 15% Non-fibrous (Other) 221900589-0016A Homogeneous Q -Vinyl Floor Tile 1 VINYL Tan 80% Non-fibrous (Other) 20% Chrysotile Non -Fibrous 221900589-0017 Homogeneous Q -Mastic 1 VINYL Brown 100% Non-fibrous (Other) C#14Yr< 9&ected Non -Fibrous 221900589-0017A Homogeneous Iva% V090 .,a:..a D1V15iOt1 Initial report from: 01/24/2019 17:20:56 ASG_PLA7__0008_0001 - 1,78 Printed: 1/24/2019 3:20 PM Page 3 of 5 U -Tape DRYWALL White 98% Cellulose 2% Non-fibrous (Other) None Detected Fibrous 221900589-0021A Homogeneous U -Joint Compound DRYWALL White 10% Ca Carbonate 2% Chrysotile Non -Fibrous 88% Non-fibrous (Other) 221900589-00216 Homogeneous Initial report from: 01/24/2019 17:20:56 ASB PLA; 0008 0001 - 1.78 Printed: 1/24/2019 3:20 PM Page 4 of 5 EMSL Order: 221900589 EMSL Analytical, Inc. Customer ID: ASBT42 1010 Yuma Street Denver, CO 80204 Customer PO: Tel/Fax: (303) 740-5700 / (303) 741-1400 Project ID: http://www.EMSL com / denverlab@emsl.com Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type Q -Vinyl Floor Tile 2 VINYL Tan 15% Cellulose 85% Non-fibrous (Other) None Detected Non -Fibrous 221900589-00176 Homogeneous Q -Backing VINYL Brown 90% Cellulose 5% Non-fibrous (Other) None Detected Fibrous 5% Synthetic 221900589-0017C Homogeneous Q -Mastic 2 VINYL Brown 100% Non-fibrous (Other) None Detected Non -Fibrous 221900589-0017D Homogeneous Q -Mud VINYL White 5% Ca Carbonate <1% Chrysotile Non -Fibrous 95% Non-fibrous (Other) 221900589-0017E Heterogeneous Inseparable paint / coating layer included in analysis R -Vinyl Floor Tile 1 VINYL Tan 80% Non-fibrous (Other) 20% Chrysotile Fibrous 221900589-0018 Homogeneous R -Mastic 1 VINYL Brown 100% Non-fibrous (Other) None Detected Non -Fibrous 221900589-0018A Homogeneous R -Vinyl Floor Tile 2 VINYL Tan 15% Cellulose 85% Non-fibrous (Other) None Detected Non -Fibrous 221900589-00186 Homogeneous R -Backing VINYL Brown 90% Cellulose 5% Non-fibrous (Other) None Detected Fibrous 5% Synthetic 221900589-0018C Homogeneous R -Mastic 2 VINYL Brown 100% Non-fibrous (Other) None Detected Non -Fibrous 221900589-0018D Homogeneous S -Vinyl Floor Tile 1 VINYL Gray/Yellow 80% Non-fibrous (Other) 20% Chrysotile Fibrous 221900589-0019 Homogeneous S -Mastic 1 VINYL Beige 100% Non-fibrous (Other) None Detected Non -Fibrous 221900589-0019A Homogeneous S -Vinyl Floor Tile 2 VINYL Brown/Gray/Yellow 35% Cellulose 60% Non-fibrous (Other) None Detected Fibrous 5% Synthetic 221900589-00198 Homogeneous S -Mastic 2 VINYL Brown 100% Non-fibrous (Other) None Detected Non -Fibrous 221900589-0019C Homogeneous T -Flooring VINYL Yellow 100% Non-fibrous (Other) None Detected Non -Fibrous 221900589-0020 Homogeneous T -Mastic VINYL Tan 100% Non-fibrous (Other) None Detected Non -Fibrous 221900589-0020A Homogeneous U -Texture DRYWALL White 20% Ca Carbonate <1% Chrysotile Non -Fibrous 80% Non-fibrous (Other) 221900589-0021 Heterogeneous Inseparable paint / coating layer included in analysis U -Tape DRYWALL White 98% Cellulose 2% Non-fibrous (Other) None Detected Fibrous 221900589-0021A Homogeneous U -Joint Compound DRYWALL White 10% Ca Carbonate 2% Chrysotile Non -Fibrous 88% Non-fibrous (Other) 221900589-00216 Homogeneous Initial report from: 01/24/2019 17:20:56 ASB PLA; 0008 0001 - 1.78 Printed: 1/24/2019 3:20 PM Page 4 of 5 EMSL Analytical, Inc. EMSL Order: 221900589 Customer ID: ASBT42 1010 Yuma Street Denver, CO 80204 Tel/Fax: (303) 740-5700 / (303) 741-1400 Customer PO: hftp://www.EMSL.com / denverlab@emsl.com Project ID: Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-931116 Method using Polarized Light Microscopy V -Drywall DRYWALL Brown/White 15% Cellulose 70% Gypsum None Detected Fibrous 15% Non-fibrous (Other) 221900569-00228 Homogeneous Analyst(s) Amanda Hammer (41) Cassandra Schorzman (31) Melanie Rech, Laboratory Director or Other Approved Signatory EMSL maintains liability limited to cost of analysis. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-00 "Interim Method"), but augmented with procedures outlined in the 1993 ('final') version of the method. This report relates only to the samples reported above, and may not be reproduS Qept in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations Interpretation and use of test results are the responsibility of the client. All samples received in acceptable condition unless otherwise noted. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NISTA( gency of the federal government. EMSL recommends gravimetric reduction for all non -friable organically bound materials prior to analysis. Estimation of uncertainty is available on regC3t ti���� Samples analyzed by EMSL Analytical, Inc. Denver, CO NVLAP Lab Code 200828-0 i� Initial report from: 01/24/2019 17:20:56 ASB_ PLM_0008_0001 - 1.78 Printed: 1/24/2019 3:20 PM Page 5 of 5 Non -Asbestos Asbestos Sample Description Appearance % Fibrous % Non -Fibrous % Type U -Drywall DRYWALL White 15% Cellulose 65% Gypsum None Detected Fibrous 20% Non-fibrous (Other) 221900569-0021C Homogeneous V -Texture 1 DRYWALL Gray/White 15% Ca Carbonate None Detected Non -Fibrous 85% Non-fibrous (Other) 221900569-0022 Heterogeneous Inseparable paint/ coating layer included in analysis V -Texture 2 DRYWALL Gray/Tan 15% Ca Carbonate 2% Chrysotile Non -Fibrous 83% Non-fibrous (Other) 221900569-0022A Heterogeneous Inseparable paint /coating layer included in analysis V -Drywall DRYWALL Brown/White 15% Cellulose 70% Gypsum None Detected Fibrous 15% Non-fibrous (Other) 221900569-00228 Homogeneous Analyst(s) Amanda Hammer (41) Cassandra Schorzman (31) Melanie Rech, Laboratory Director or Other Approved Signatory EMSL maintains liability limited to cost of analysis. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-00 "Interim Method"), but augmented with procedures outlined in the 1993 ('final') version of the method. This report relates only to the samples reported above, and may not be reproduS Qept in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations Interpretation and use of test results are the responsibility of the client. All samples received in acceptable condition unless otherwise noted. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NISTA( gency of the federal government. EMSL recommends gravimetric reduction for all non -friable organically bound materials prior to analysis. Estimation of uncertainty is available on regC3t ti���� Samples analyzed by EMSL Analytical, Inc. Denver, CO NVLAP Lab Code 200828-0 i� Initial report from: 01/24/2019 17:20:56 ASB_ PLM_0008_0001 - 1.78 Printed: 1/24/2019 3:20 PM Page 5 of 5 PROJECT: Enclose existing porch to be used as livable space. Three exterior walls will be framed and sided with windows. An exterior door will be added for egress to the existing deck. The inside walls will be insulated, drywalled and include outlets. Can lights will be installed in the ceiling. The existing exterior wall will be removed. A split compressor will be added for HVAC. - Sq Ft: 423 Existing space is an outdoor porch. There is a roof above the porch as well as a garage below. All areas of the existing porch, roof, garage are in excellent shape. DETAILS OF WORK TO BE PERFORMED - Walls will be frame out with 2"x4" studs on 16" centers - Install 1/2" Sheathing and home wrap - Frame out and install (1) 6'x4' window on south wall with 2"x6" double headers - Frame out and install (2) 4'x4' windows on south wall with 2"x6" double headers - Frame out and install (1) 4'x4' SH window on west wall with 2"x6" double headers - Frame out and install (2) 3'x3' SH windows on east wall with 2"x6" double headers - Install aluminum siding to match existing - Install new 12,000 BTU split compressor for HVAC - Install and run 230v circuit to exterior south wall for compressor - Install new (2) 15amp circuit and install 6 new outlets and (9) LED can lights - Install (3) 3 -way switches for can lights (1 for each row) - Install arc fault circuit breaker and run from existing breaker box to existing east wall outlet - (This is necessary as circuit will be cut off after demo of existing exterior wall) - Install spray foam insulation to meet R-20 value insulation in 2x4 walls and Install 1/2 gypsum drywall - Install R-19 rock wool batt insulation in between 2x10 rafters (16" centers) in garage ceiling and add V gympsum drywall - Install R-49 blown -in insulation in ceiling of porch - Install solid core 34" exterior door for egress to existing deck - Mitigate asbestos on interior drywall of exterior wall prior to demo. - Demo existing exterior wall following engineer specification for supporting load - Install exterior light above door leading out to existing deck Fcvimcd for Zoning Compliance by the ► +� City of Wheat Ridge Planning Division APPROVED 8 Y: DATE: t(ILOtiq ° 6d�� COMMENTS: IF P V LE 3/26/2019 Job# 2019-5897 4205 Hoyt St Wheat Ridge, CO 80033 RE: Beam/ Shear Wall Design Per your request, I have reviewed the load carrying capacity for the wall removal and new beam as well as the shear wall capacity at the above referenced address. Wall No. 1—The wall between the kitchen and living room area is non -load bearing and may be removed without consequence. The roof in this area is supported by pre -fabricated trusses that span from the front of the house to the rear. Beam No. 1— The E/W wall on the south side of the existing house that separates the existing kitchen and living room from the existing deck will be removed. A hole will also be cut in the gable end -truss to allow for attic access to the roof above the deck. The bottom chord will need to be replaced by a beam as this truss carries 2 ft of tributary load from the roof and ceiling. Shear Wall — The existing deck on top of the garage is to be enclosed. A shear wall analysis was done to provide proper lateral support. Design criteria: 2012 IRC w/ City of Wheat Ridge Amendments Roof Dead Load: 12 psf Roof Live Load: 20 psf Snow Load: 30 psf Ceiling Dead Load: 8 psf Attic Live Load: 20 psf Wind: 90mph, Veit Exp. C Beam No. 1— Option 1: Install a (3) 1 %" x 117/8" 2.0E Microllam LVL continuous flush beam to replace the bottom chord and allow the wall opening. Remove the bottom chord of the gable end -truss and replace with Beam No. 1. Fasten the plies of the beam together per the diagram below. Support the beam at its ends with minimum 2 -ply 2x4 built-up columns which are to bear directly on the foundation wall below. Option 2: Install a (3) 1 %" x 117/8" 2.0E Microllam LVL continuous drop beam to allow the wall opening. Support the gable end -truss by installing Beam No. 1 directly beneath. Fasten the plies of the beam together per the diagram below. Support the beam at its ends with minimum 2 -ply 2x4 built-up columns which are to bear directly on the foundation wall below. Shear Wall — Install (2) 4 ft wide full height panels of 7/16" Structural 1 OSB, one in each corner of the south face of the deck, with 8d common nails spaced at 6" edge and 12" field. Install (2) 2 ft wide full height return panels, one on the east and one on the west wall, right up against the panels on the south wall with 6d common nails spaced at 6" edge and 12" field. Install %" gypsum board on the interior face of these panels with 1 %:" type W or S screws C 'Ot Wheat Ridge #Zoi9� s� 3 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING. INC. 720-440-9450 www.dlengineer.com Per your request, I have reviewed the load carrying capacity for the wall removal and new beam as well as the shear wall capacity at the above referenced address. Wall No. 1—The wall between the kitchen and living room area is non -load bearing and may be removed without consequence. The roof in this area is supported by pre -fabricated trusses that span from the front of the house to the rear. Beam No. 1— The E/W wall on the south side of the existing house that separates the existing kitchen and living room from the existing deck will be removed. A hole will also be cut in the gable end -truss to allow for attic access to the roof above the deck. The bottom chord will need to be replaced by a beam as this truss carries 2 ft of tributary load from the roof and ceiling. Shear Wall — The existing deck on top of the garage is to be enclosed. A shear wall analysis was done to provide proper lateral support. Design criteria: 2012 IRC w/ City of Wheat Ridge Amendments Roof Dead Load: 12 psf Roof Live Load: 20 psf Snow Load: 30 psf Ceiling Dead Load: 8 psf Attic Live Load: 20 psf Wind: 90mph, Veit Exp. C Beam No. 1— Option 1: Install a (3) 1 %" x 117/8" 2.0E Microllam LVL continuous flush beam to replace the bottom chord and allow the wall opening. Remove the bottom chord of the gable end -truss and replace with Beam No. 1. Fasten the plies of the beam together per the diagram below. Support the beam at its ends with minimum 2 -ply 2x4 built-up columns which are to bear directly on the foundation wall below. Option 2: Install a (3) 1 %" x 117/8" 2.0E Microllam LVL continuous drop beam to allow the wall opening. Support the gable end -truss by installing Beam No. 1 directly beneath. Fasten the plies of the beam together per the diagram below. Support the beam at its ends with minimum 2 -ply 2x4 built-up columns which are to bear directly on the foundation wall below. Shear Wall — Install (2) 4 ft wide full height panels of 7/16" Structural 1 OSB, one in each corner of the south face of the deck, with 8d common nails spaced at 6" edge and 12" field. Install (2) 2 ft wide full height return panels, one on the east and one on the west wall, right up against the panels on the south wall with 6d common nails spaced at 6" edge and 12" field. Install %" gypsum board on the interior face of these panels with 1 %:" type W or S screws C 'Ot Wheat Ridge #Zoi9� s� 3 OL ENGINEERING, INC. spaced at 7" edge/field. All other surfaces where windows are not installed must have 7/16" Structural 1 OSB installed. MULTIPLE -MEMBER i M OFOR TOP-LOADED .S 1It. BEAMS Fastener Installation Requirements When Imteaers are repaired on hotb sides, stagger fasteners on the second side so they fag hallway betwemr listener$ on the first side. .� Land most he applied evenly across entire beam width. motwise, use connections for side -horded beams Afulfipte pieces can be nailed at beftad together 10 to form a header or beam of ON required size, op to a madmum width of 7" Piece Ynmher Fastener Width 0 Pool Ty to MIn.Len h BROWS 81.soachntg location 1Dd nails 3' 32r - 2 12d -15d nails 3 ' 2h 12' One side Screws. 315"or N' _ _ -2 2-0 IN nails 3* 3"1 12' Bath skies 12d-166 nails 3W 7 I #" 9 3Ye"or 34'a' Bath sides_ screws 6One 2 24, One de ltd dadsa� 3' 3� 1` side 4 :2d k6d eail0l 34" 2'41 (per ply) S.,rews 5°or6' 2 24' Bath sides SA. Oneside screws 5`or5' 2 24" Both sides 345° 2 Bd` One side W bolls 8" 2 24' - {1) IOd nails are 0.128' diameter: ltd-iW nails are 0.148'- 0.162' diameter: screws are SITS, OSP X, T,assLOM-EW ' or SDWk IyJ An addifimal row of nails is required with depths at 14' or greaser. (s) When coanecimg 4-piq members, nor€ each a'y to the other and DINA nail rows by 2' from rags in the ply below Contractor to notify Engineer if any of the field conditions differ from the assumptions stated above. If you should have any further questions, please feel free to contact me at (720) 440-9450 or Ishivley@dlengineer.com. Sincerely, Lane Shivley, EIT Under direct supervision of Daniel LeMier, PE Attached: SK -1 Plan View D a I Digi -signed by Daniel Lemier DN: niel Lemier, .I L Owner, c?aQL En nng. E=dinmfat@ lneeccom Reason: t ern a oving this 1rLocati)'� Locati"cats35393 city of 2 What Ridge Enhanced Energy Efficient Glass Systems, p�rc� The AmeriglaSSTm AG3 Insulated Glass System from Amerimax once again redefines the standard for energy savings, year-round comfort and ease of maintenance AmeriglassTM AG3 Low Emissivity glass is coated with a microscopic 12 layer patented formula with three layers of Silver, a dual seal TrueWARM3' Structural Foam Spacer, Argon gas fill and innovative Neat coating that lets nature clean your windows. It's the ultimate balance of energy savings, solar control and high visibility. The AmeriglassTm E2 Insulated Glass System Features: • Low Emissivity glass coated with dual microscopic layers of Silver • TrueWARMO Structural Foam Spacer • Argon gas fill which creates a dual sealed glass unit for superior energy efficiency and long-term durability AmeriglassT`4 AG3 and E2 Systems Provide: • Maximum UV Protection • Extremely Low Thermal Transmittance • Superior Condensation Resistance • Reduced Sound Transmission • Long -Term Durability • Lifetime Warranty • Energy Savings The performance data is overall window/door units and not glass only. It is accurate as of January 2014. For the most up to date performance information, visit nfrc.org. All Amerimax windows with the AmengiassTm IG system meet or exceed Energy Star' requirements in all climate zones. All Amerimax Windows & Patio Doors are stringently tested by independent laboratories for: • Thermal Performance, Structural Integrity, Air Infiltration, Water Resistance and Wind Loads • Thermal performance tests are in accordance with NFRC Standards and requirements. • Structural, air and water performance tests are to AAMA standards. • Test results are certified and administered through Keystone Certifications, an ANSI accredited, licensed, independent certification agency. Cdy of Ik `F Y T'� W�eatRid9e r>3 C'ERrl rar.nri<ry lrva r_. 42 0 ♦2 0's ��9•T i O er f „A_ 44 4 ► f 4 ? ► 19 1.. a14 ► t) .— Ev STI'.3 KiT'_HE : —. NON i OAD-eEAR1NG ----- WAIL TO BE DEMGED ..... _ ------------------------- E ._-------- ---- --- New Parch Floor Plan Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Reviewed for Zoning Compliance by the 1.6 i, City of Wheat Ridge Planning Division APPROVED DATE:` COMMENTS: All new and existing smoke alarms shall be interconnected so the actuation of one alarm will activate all of the alarms per 2012 IRC R314.5. ''��// City of Iorm pea MEN ge APPROVED 4* Review for Code Compliance Plan E aminer Date yawkv of permit: The issuance of o permit or approve( of pians weciftaatom and computotwns shaft nat be a perrrvt for, or on approval of, any vwlobon to any of the prmshv- of the building code or of ony My -0— 9. permits pnsurning to ghat authority to violate or canal the provisions of the a AW" codes or other onhivroes of the City Owl/ not be valid IM#eje EgAL L- COMipLy W %-M M O Cl) 61 r O N N N .0 U (4 T f6 W S U) J m D a_ R E: C Li:_-n-Z I E U it t� i� II ? PA -0-- SIDE-E-Elt.E"- -T.-TON cd for Zoning Compliance by the Ridge Planning Division Y ;-iOVED 3y: Rua DokTE: C iv", F, I! E: N TS: City of Wheat Ridge <,Z<> -- EX STING ROOF ski Vvindows — MUSTMO SUNG I VOMONS Reviewed for Zen i !Ie CitY Of Wheat Ri I'liMil-, LAVI-11C11 APPROVLJ En I P.MfAnON B Y: DATE: it ((t I (� COMMENTS: city of , VV"19c" Ridg,. 12 L It: . . . ....... MUSTMO SUNG I VOMONS Reviewed for Zen i !Ie CitY Of Wheat Ri I'liMil-, LAVI-11C11 APPROVLJ En I P.MfAnON B Y: DATE: it ((t I (� COMMENTS: city of , VV"19c" Ridg,. k —EXISTING SIDING1 VWNDOWS ------- — ------ .... ....... =37-77- T -- EXISTING ROOF '44! NeWI4-x4* Yin 11 SH n 0 14W ........... MW -MLL ISIMM G T ---W —7 - BACK ELEVATION m 9 Vvk2 it il kV IS tc; OVED BY: DATE:Liq �e r7n rrs. __— City of wheat R'rlge 1+W5' INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type 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 Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter - UO Not Pour Concrete Prior To Approval Of The Ahovp In_npr-tlnnc. Underground/Slab Inspections Date Inspector Initials Comments Electrical Wall Sheathing Sewer Service Mid -Roof Plumbing uo Not Cover underground or t3elow/In-Slab Work Prior To Annroval Of Tho Ahnvo llncnnr-*inns 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 Landscaping & Parking / Planning Dept. Inspections from these entities should be requested 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 / 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. Pur 10W V01La9e prrrrn[s — Please oe sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather A i City of Wheat Ridge 1 P Residential Roofing PERMIT - 201705150 PERMIT NO: 201705150 ISSUED: 07/31/2017 JOB ADDRESS: 4205 Hoyt ST EXPIRES: 07/31/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm asphalt shingles - 17 sq *** CONTACTS *** OWNER (303)803-6233 TURCHICK JOSEPH STANLEY SUB (303)358-9881 Steve Smith 130117 Environmental Pro Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,369.00 FEES Total Valuation 0.00 Use Tax 91.75 Permit Fee 125.05 ** TOTAL ** 216.80 *** 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. � ' 41 City of Wheat Ridge Residential Roofing PERMIT - 201705150 PERMIT NO: 201705150 ISSUED: 07/31/2017 JOB ADDRESS: 4205 Hoyt ST EXPIRES: 07/31/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm asphalt shingles - 17 sq 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all 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 anw rk performed is disclosed in this document and/or its' accompying approved plans and specifications. Signatu O 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 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 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 anmanner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holdy er 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 applicZr any ordinance or re ula 'on of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz 7b 70 5 ] TO From: no-reply@ci.wheatridge.co.us Sent: Friday, July 21, 2017 11:28 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina c� 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. t1 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 4205 S Hoyt St Property Owner Name Joseph Turchick Property Owner Phone 303-803-6233 Number Property Owner Email admin@eproconstruction.com 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. CONTRACTOR INFORMATION Contractor Business Environmental Pro Construction Name Contractor's License er Number (for the City of N-47 �� l (� Wheat Ridge) I / lPhone 3033589881 Number Contractor Email Address admin@eproconstruction.com Retype Contractor Email admin@eproconstruction.com Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing Owens Corning Duration Storm Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 17 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 17SQ 4:12 Pitch (pitched + flat) of all roofing material for this project 2 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 & Reroof house 4:12 Pitch 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 Steven Smith Email not displaying correctly? View it in your browser. 9 RESIDENTIAL ROOFING CONTRACT NO, 20 MORTGAZECOMS1,04-y; Y -L, -S k) 0 (�D 5NS,l-1R.AJN,CE. EHE OMY COST TO THE PROPERTY OWNER IS THEIR DEDUCTIBtT PLUS ANY UPGRADES CHosvv OR ANY NFJN CoiiFRED STEMS THAT MUST BE REPLACED TO COMPLETE T44C RFPAIRS. THE CO TRACT" BALANCF IS fWD 8"1 YOUR 1N5URANrE CQ I PAPER PrvT FINAL LOSS INVOICE. THIS AGREEMENT tS NULL AND VOID AND 00tS NOT MIGAIE ANY PARTY To if SHOULQ THE INSURANCE COPAPANV REFUSE COVERAGE UNDER TsjlS CLAM OR SH0-JLD THE COVERAGE ]DFFERED RE INSUFFICIENT FOR CONTRACTOR TO PROPERLY DO THE WORK. TME SCOPE OF WORK WRL BE MrINED ICY THE J#ySU RANCE CO M-PANY LOSS SHEET. DEscriPti-j-, --f any areas thatw, 1110 r Eye vvej.-ked On: Tfi,t Mly e Cor it u16 Tr.' 1sF tNC:1Crt cT Surr, of 4 ocivin i,,Iav�i%erl (i, any) S r h ;< d. a.,td fpmvFc;on of Work: 0 9-t err r Shm ,S(e Mfg, TVpe & r-cftr--,= Jf t L,b�-r AC(L1pt4jj-Le_ 7hi% - :. 1 - , , bv!*,f7 no -0 ef-ji", AF—C—Iellt sl -i;, ni, to ie by Zi,- zippre'.."al of both pati: i Addivr-r.ai Provisjoqh 04 'rn75 Coril:,act Are an the Side A-qd May Be Cantintit4$ an 5ijbwqucnt Papi. EivirzrT mental P10 C0n9rucNzn Shil"I hold %n tr;j.-jz any ryaqm,,�M =Ocr--4T-' frOM V00 U011 I Company hi, delivii-red 1`00hr-Z llftalera4 at the jj e 0, Ia� p-orfo;m Pd a maiwi,v of the r�mt iiq wer'k. Oil Y`-UT..Pra�wrfv that Elkileef, MaY c-anreJ this t-ransactinn at any tion.f. prior to midnight of the third business &jy after the date W 4W, t-tBr[sactiCifl. See the attached NEIL re Of Callf-eh;Aflon form for' ALL CHICKS MLM ONLI K MAW PAYABLE 70 CNVIROMMEN7A.L PRO fON57ROC—TION, NOt YDUF1 Pit.r3jzcr nkin ccwl, kL or Ot -I t SCT t,n ;;;.;jzrc.rj,-e xdrie'- lo 1 00-174-JtTM of 'it! work and the n1ateri 2 to be Uw MORTGAZECOMS1,04-y; Y -L, -S k) 0 (�D 5NS,l-1R.AJN,CE. EHE OMY COST TO THE PROPERTY OWNER IS THEIR DEDUCTIBtT PLUS ANY UPGRADES CHosvv OR ANY NFJN CoiiFRED STEMS THAT MUST BE REPLACED TO COMPLETE T44C RFPAIRS. THE CO TRACT" BALANCF IS fWD 8"1 YOUR 1N5URANrE CQ I PAPER PrvT FINAL LOSS INVOICE. THIS AGREEMENT tS NULL AND VOID AND 00tS NOT MIGAIE ANY PARTY To if SHOULQ THE INSURANCE COPAPANV REFUSE COVERAGE UNDER TsjlS CLAM OR SH0-JLD THE COVERAGE ]DFFERED RE INSUFFICIENT FOR CONTRACTOR TO PROPERLY DO THE WORK. TME SCOPE OF WORK WRL BE MrINED ICY THE J#ySU RANCE CO M-PANY LOSS SHEET. DEscriPti-j-, --f any areas thatw, 1110 r Eye vvej.-ked On: Tfi,t Mly e Cor it u16 Tr.' 1sF tNC:1Crt cT Surr, of 4 ocivin i,,Iav�i%erl (i, any) S r h ;< d. a.,td fpmvFc;on of Work: 0 9-t err r Shm ,S(e Mfg, TVpe & r-cftr--,= Jf t L,b�-r AC(L1pt4jj-Le_ 7hi% - :. 1 - , , bv!*,f7 no -0 ef-ji", AF—C—Iellt sl -i;, ni, to ie by Zi,- zippre'.."al of both pati: i Addivr-r.ai Provisjoqh 04 'rn75 Coril:,act Are an the Side A-qd May Be Cantintit4$ an 5ijbwqucnt Papi. EivirzrT mental P10 C0n9rucNzn Shil"I hold %n tr;j.-jz any ryaqm,,�M =Ocr--4T-' frOM V00 U011 I Company hi, delivii-red 1`00hr-Z llftalera4 at the jj e 0, Ia� p-orfo;m Pd a maiwi,v of the r�mt iiq wer'k. Oil Y`-UT..Pra�wrfv that Elkileef, MaY c-anreJ this t-ransactinn at any tion.f. prior to midnight of the third business &jy after the date W 4W, t-tBr[sactiCifl. See the attached NEIL re Of Callf-eh;Aflon form for' ALL CHICKS MLM ONLI K MAW PAYABLE 70 CNVIROMMEN7A.L PRO fON57ROC—TION, NOt YDUF1 Pit.r3jzcr i CITY OF WHEAT RIDGE K Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1�0` Job Address: Permit Number: 2 efl 5-15 0 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes— o) When corrections have been made, Lflor re -inspection at 303-234-5933 1 t Date: I Ins ector:__2 . i (. DO NOT REMOVE THIS NOTICE 8/18/15 01:47PM MDT Environmental Pro Construc -> Building Department 9 or 2/3 77 0 Wasww I -Is wl 7600 K 20 Ave., Whest Kid ae,00 $00,13 Offide: 103-236-1866' rox: *-231-8929 InspecifiontiLho. 303-134-6931 +r t1 Permit Appillicatton Ofle HIM- =0-91e;g RUW-�4pi 'N''a .A S". -.1tNT,8' N 1. (/f Me iii than pippe*.is): M OEM-- - - ---11 eine C; W R, 01ty Ucenss* 8/18/15 01:47PM MDT Environmental Pro Construe -> Building Department 9 Pg 3/3 (Chsok ail that appl�) NeWCOMMEWALSTRUCTURF ELECTRICAL SSRVICE'UPORA NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING 00MMERCIAL ADDITION RESIDENTIAL ROOFING RESWNTIAL ADDITION 4'WIN REPLACEMENT CW',IMERCIAL ACCESSORY STRUCTURE (��026, shed, dock, ott) RESIDENTIAL ACCESSORY STRUCTURE (Garago, shod, dock,tto) MECHANICAL SYSTSMIAPPLIANCE REPAIR or REPLACEMENT PLUM St NO SYSTSMIAPPLIANCE REPAI R or ELECIRICAL SYSTEWamUANCE REPAIR oREPLACMEWr REPLACEMENT WAV- ga'A ltox Q�c �-1 01 ci gq. F;L&F 001* INSPECTION RECORD Occuaancv/Tvae INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. '� NSPECTOR MUST SIGN ALL $PACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines wa occn amrveu CONCRETE SLAB FLOOR Electrical (Underaroundl Heating t tie ervice ctric mbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. UCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type PAX - 9.4 ,4 � Job Address 0 5' steel°° 5 7 Permit Number 11696 d 4 P i ❑ No one available for inspection: Time --' ANPIP[„�,YJJ-' Re- Inspection required: Yes / Inspector: T REMOVE THIS NOTICE " 1 City of Wheat Ridge / Residential Plumbing PERMIT - 110360 PERMIT NO: 110360 ISSUED: 04/07/2011 JOB ADDRESS: 4205 HOYT ST EXPIRES: 04/06/2012 DESCRIPTION: Install lawn sprinkler system * ** CONTACTS * ** owner 303/421 -1143 Joseph Turchick sub 303/204 -4142 09 -0475 J.D. Plumbing ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0800 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 1,400.00 FEES Permit Fee 57A0' Total Valuation .00 Use Tax 25.20 ** TOTAL ** 62.30 Comments: Conditions: 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 performed and that all work to be performed is disclosed in this document and /or its' ax5rftanying approved plans and specifications. OWNER or C NTRACTOR (Circle one) 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 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. i. 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. 5. 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 inspgptiAo Signature Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2655 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. b. It of 7� Y W heat ` e Date; COMMUNITY DEVELOPMENT Plan # Building &Inspection Services Division Permit# 7500 W. 29 1 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application Property Addiess �/� o. / jo Property Owner (please print): C 3 gYJ. Jz �jt G 16 Phone: 30 4 1;? / / /L/ Mailing Address: (if different than property address) Address: City, State, Zip: Confractor: 5,w �' V Contractors City License #: Phone: Sub`�Contractars' Electrical. Plumbing: 1 h/�l�tivlechanical: City License # City License# City License # Descrlp�lori�of�ruork� J/ Contract Value: P _ Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. $ 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. CIRCLEONE: (OWNER) (CONTRACTOR) ar (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: —) o 5 �.i/il,, A SIGNATURE:. r✓ - � 'i � ,� / " of r .' i S" < ? .✓. t . r' ✓, ✓� ✓ r DEPARTAllEN7' USE ONLY ' ,'f��� f � � P�x,�� , ` , � 'ZONING COMMENTS � r ,/ f, r r.r Y C� r '� , �o ✓l.s � v X� J,a r. ��r'.,ri -a �y y i / rrr F �rn.'rS t° Ji /.r� Jy Sls✓ 3'" .r7 ✓✓` s r a � �� � .; -r"9N /� n r ' "� t r r�ZOnln r .�11 Ur �,/' . $ 4''r' l , l / AJ yi U ✓� ✓r > ✓.,� 9 er '' s /� � > n . f <r � r i r> rr- � �i ✓; ";'� s ,. r :� �, t i .ReVIBWCF „ ' Y ;r � ' � ? `"!lr ✓ '�yn✓ ✓ r ✓ x ) ,�i G �/Lni r.r z ,il' r> °^` .i•-K r y .! - i , �7 aye i,. ,. j / f / � P � rij � r F� r % i F71y� l.'�+) s�/r✓�e r � j r✓ � i� pn � G fIeVIBy✓er ` ✓ ✓ l � r v ✓.. ?'� , i rr ' �� ti .' p 5 � �� r � 1 � � � u ?4, � ✓. r .:..� � / 'fin a w r, `�' rz "ors �✓ � r � r f Y �, � ✓�.�'� w >'.;t;r't"'r v, ! � ^.: v- n. ' .� r c ✓ s r � r ^r" a r / I "`� ' ��r� r$^ r rr�r 'nn`�,2 � `% .r�✓� `�'LT.rr�✓ ,i f� � r' r j`r5 I^a"" r v t r ✓x� rw r v a r Pl16LIC WORKS CGNSMEaTS P'x f 'j f �� +, r r �✓ r %;�/1 ✓ k ✓ ✓ ✓y : c �� %f✓ r n rlf. fXURAt'tC+� S . r ReV1eWBrr � r ✓ r / r: ✓ ✓ r d r r 7 . a r r5r< 3iCi r� � i.}`'r ¢ S r FIRE DEPARTMENT ❑ approVCbzWI comments p dlsappfoYed ` D ho'rewew requlred� Bldg Valuation $ ❑ No one available for inspection: Time<A & /PM Re- Inspection required: Yes d Q O _ *When corrections have been made, calls for re- inspection at 303 - 234 -5933 Date: &4 -111 Inspector: . DO NOT REMOVE THIS NOTICE 41'' City of Wheat Ridge Residential Mechanic PERMIT - 102635 PERMIT NO: 102635 ISSUED: 11/24/2010 JOB ADDRESS: 4205 HOYT ST EXPIRES: 11/24/2011 DESCRIPTION: Install 80% furnace - * ** CONTACTS * ** owner 303/803 -6233 Kurchitic sub 303/688 -4487 Eugene Willis 08 -0256 Smith & Willis HVAC ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0259 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: .1,850.00 FEES Permit Fee 44.13 Total Valuation .00 Eg o Use Tax 33.30 ** TOTAL ** 77.43 Conditions: Work shall comply with 2006 IRC & 2005 NEC. Per IRC Sec. R313, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. Carbon Monoxide detectors are required to be installed within fifteen(15) feet outside the entrance to each sleeping room. 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 performed and that all work to be performed is disclosed in this document aed4ar its' acco yang approved plans and specifications. Signature of ER cb�qfk OR (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 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 of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of s any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inswctAw. Signature Building Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. o e w "r� City of Wheat Ridge Building Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 235 -2857 c o Inspection Line: 303 - 234 -5933 O CORP� Building Permit Application Property Address: a u5 {'q) 1, Si Property Owner (please print): (�) r(J " U Mailing Address: (if different than property address) Address: City, State, Zip: Date: Plan #: Permit #: Phone: -,P3 _ b 2 ' s °) Contractor: Contractor License #: V aSW Phone: 30 a�—ce — Jf q Sub Contractors: Electrical City License #: Plumbing City License #: Mechanical City License #: Company: LLvCO Company Company: �3- 615 - �a-a Exp. Date: Exp. Date: Exp. Date: Use of space (description): Description of work: I n�A 60% Sq. Ft. /L.Ft added: Construction Value: (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ - 74.1 0 Squares BTU's Gallons Amps J. OWNERICONTRACTOR 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 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) (CONTRACTO or PERSONAL REPR SEN of (OWNER) (CONTRATOR) - y PRINT NAME: r - SIGNATURE 11A Date: I DEPARTMENT USE ONLY ZONING COMMENTS: Zoning Reviewer. - PUBLIC WORKS COMMENTS: Reviewer - BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer FIRE DEPARTMENT:: ❑ approved w/ Comments ❑ disapproved ❑ no review required