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HomeMy WebLinkAbout9235 W 48th AvenueFrom: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Interior Remodel Date: Thursday, September 9, 2021 10:23:51 AM Residential Interior Remodel This application is exclusively for Residential Interior Remodels and other scopes of work which do not have a specific form already available. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 9235 W. 48th Avenue, Wheatridge, CO Property Owner Name Foothills Regional Housing Property Owner Phone 720-810-7286 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email akloke@foothillsrh.org Address Attach City of Wheat Electronic Payment Form.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Eric Blase, AIA What is your role in the Architect project? Contact Phone Number 303-284-1276 (enter WITH dashes, eg 303-123-4567) Contact Email Address eblase@646arch.com for Plan Review Comments Retype Contractor eblase@646arch.com Email Address DESCRIPTION OF WORK Detailed Scope of Caesar Square Apartments is a renovation project of 108 Work - In the space apartment units within 5 buildings located in Wheat Ridge, below (not as an Colorado. This property is managed and maintained by Jefferson attachment), Provide a County Housing Authority as an affordable housing project in the detailed description of Metro -Denver area. The buildings were originally built in the early work Including 1970's, and have experienced minor renovations over the years. mechanical, electrical, The scope of this project includes site renovation, reconstruction plumbing work and reconfiguration of the parking area, addition of site amenities, construction of a new construction community center, occurring, and renovation of the residential unit interiors and exteriors of the adding/removing walls, five existing apartment buildings. The overall scope also includes etc adding accessibility for those with mobility impairments. The new community building will be constructed as a fully accessible building, and buildings 2 and 3 will be renovated to allow for accessible entry to the buildings, as well has have units modified to comply with ANSI Type A requirements. BUILDING 01 The following is a scope summary of the renovation work to be completed on buildings 1 1. EXTERIORS a. Repaint existing siding b. Reclad mansard roofs with metal c. Bring stairs / railings up to code d. Add exterior building signage e. Replace rusted and damaged metal at catwalks 2. INTERIORS - UNITS a. Asbestos abatement at floors & drywall at bathrooms b. Replace all new unit entry doors / hardware c. Replace all bath plumbing fixtures / accessories / shower valves d. Replace all kitchen cabinets / plumbing fixtures / appliances / accessories e. Replace all lighting f. Update electrical to code g. Repaint all unit interiors: walls / ceilings / shelving / sills / frames h. Replace all unit interior flooring I, the applicant, I have entered a detailed scope of work. understand my application will be rejected if I do not include a Detailed Scope of Work. Location of Work Entire building interior - New finishes and some exterior cosmetic and maintenance updates Square Footage Area Renovation - No new constuction s.f. - Existing s.f. is 15,325 of Work Being Performed Asbestos Report LBP -Asbestos 19-258685 2 AsbestosJ BP Survey - Caesars Sauare Apartments, Wheat Ridae. CO 100319.odf Upload letter size Fleld not completed. documents here Construction Plans 2020-0626 Caesar Sauare Buildina 1 Stamped Permit Set.pdf scanned on 11'x17" or larger Project Value (contract 833,000 value or cost of ALL Valuation okay 1/25/22 KM materials and labor) 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 work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for eric blase Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. I* ® ®s CITY OF WHEAT RIDGE �9�Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: >� Job Address: Permit Number: V11 N 0 ��- ❑ No one available for inspection: Time i0 AM/PM Re -Inspection required: Yes No`' When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co.uslinspection Date: � 20 Inspector: DO NOT REMOVE THIS NOTICE x O H Q CD V N U) Cl) T Cl) N co LO a i O E U Q t 0 co i C O a 0 7 I �m zi O f�AIt Ir ctty of Wh6atf �idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor his fbrm must be ct signrbyrt performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: L -,c FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: L nd 5 �i)4 I iIC- Contact Phone #: R -7b—aa 1 �� Wheat Ridge Contractor License #: T 0 (required field) State License #: M( Com/ r-� Master License #: D �� LD. J� J 14LI, 1 6 fflm( Printed Name of Authorized Agent z 1'ell Signature of Authorized Agent & � J 00@0 Date City of Wheat Ridge Commercial Miscellaneous PERMIT - 202001221 PERMIT NO: 202001221 ISSUED: 07/17/2020 JOB ADDRESS: 9235 W 48th Ave N EXPIRES: 07/17/2021 JOB DESCRIPTION: Temporary construction trailer on the north of the housing units - 576 sq ft total *** CONTACTS *** OWNER (303)423-3801 JEFFERSON COUNTY HOUSING AUTHO SUB (303)928-1800 SCOTT M. KOHRS 020534 TAYLOR KOHRS, LLC SUB (303)936-7924 BRAD CHRISTIANSON 080241 RYCH ELECTRIC INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 102 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** USE: UA / Unassigned BLOCK/LOT#: 0 / ESTIMATED PROJECT VALUATION FEES 0.00 91.59 116.14 140.90 348.63 5,530.40 *** CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. Temporary power will require a separate permit. City of Wheat Ridge Commercial Miscellaneous PERMIT - 202001221 PERMIT NO: 202001221 ISSUED: 07/17/2020 JOB ADDRESS: 9235 W 48th Ave N EXPIRES: 07/17/2021 JOB DESCRIPTION: Temporary construction trailer on the north of the housing units - 576 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specificationst 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 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 r gra g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any or 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. SUBCONTRACTOR AUTHORIZATION FORM I Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 9235 - 9355 W. 48th Ave. General Contractor: Taylor Kohrs, LLC EVIRM NVILL N01 y i .14.. 1.I l,.i.JD VY .lM MIMOG ry N Company Name: Rych Electric Contact Phone #: 303,938.7924 Wheat Ridge Contractor License #: (required field) State License #:��� Master License #: Jy �tp4dSb3 � 10 ( 0 Printed Name of Authorized Agent l - Si re of Authorized Agent 7,///- �1106 Dat Lf •• 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: ` f V1 Job Address: f i d `j 7 t C Permit Number: L) ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Nloj "When corrections have been made, call for re -inspection at 303-234-5933 Date: � t III 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 ,.a INSPECTION NOTICE Inspection Type: T,C&G E W"Ki l Job Address: 9-21S W 4 WO�' 11\J -P_ Permit Number: �20t 'i� bO FCQ ❑ No one available for inspection: Time _12'10 AWPM Re -Inspection required: Yes No>> When corrections have been mad , __ r 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: y�� Fe G Job Address: yet`) 1✓e U- J /- Permit Number: 9.01900961 ❑ No one available for inspecti r e�— AM/PM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: a Inspector: M / 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: y0 7 FE �Iy/8 B Fl Job Address: C/ 0_ .3 S 4111 Z/9 t ke Ay Uh. Permit Number: 90/80096/3 ❑ No one available for inspectio • Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:9 V I9' Inspector: �TlT 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 Inspection Type: q0 �! F EC Job Address: a 3 5 - Perm" it Number: 'k -11p,00063 ❑ No one available for insp on: Time / AM/PM Re -Inspection required:es No When corrections have been made, call for re -inspection at 303-234- Date:- f. ,, Inspector: %7 f / DO NOT REMOVE THIS NOTICE I 2 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: c�,q 'f7— re,: S Job Address: S(.03,t�- W 4 7;4, AV 7T, Permit Number: —_� C� ) c 5 � 0 0a (� I ❑ No one available for inspection: Timet. 0/pM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: ()a � � Inspector -A, DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (; 03) 237-8929 Fax INSPECTION NOTICE Inspection Type. Job Address: L3-� is/ N tl,, Permit Number: c9bl eloca& ❑ No one available for inspection: Timer AM/PM Re -Inspection required: Yes o When correctiave been made, call for re -inspection at 303-234-5933 Date: -6/77/,94 Inspector: 1, +47_� 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: '�) o y - n ^ I zl1 ec co Job Address: q9-35— w L -) 4s 4A # Ion Permit Number: a o I a 0 0 S& I os. l kp S o 7—" ❑ No one available for inspection: Tim6�A)PM Re -Inspection required: Ye . No When corrections have been made, ca/14r re-inip� at 303-234-5933 jj t Inspect i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: yo `1- n I �7)ec Coni Job Address: 9a 3 S- i,V z-18 '-A A v,e Permit Number: -0 0 IS 0 0 S L 3 ❑ No one available for inspection: Ti Re -Inspection requiredLYes­1` No When corrections have been made, :calffio e -inspection at 303-234-5933 D Q -' Inspec DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE -.A Inspectiombivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSgPECPQN NO�IPE 6 o Inspection Type: '11 S - fl� v "ld r Job Address: 10 3 S w `-1 S "`4- ve Permit Number: a c l s o 0 8 to 1 rf r_ ) n A ) I!" ) V n, h ,, A t, (� ❑ No one available for inspection: Time/"�--'���/ AN& Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 Inspector: 7_6 i DO NOT REMOVE THIS NOTICE a S- i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE '-!OIF - P_ -'nn) ?)vrnl C 0 M Inspection Type: 4-LS- Job - iS-Job Address: 9 9 357- w �! 8 Permit Number: -9,0) ig o © S & 3 ❑ No one available for inspection: Time 1-9 -a 5-AMOR Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: '3� /17 b'? Inspector: '-7-b DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Roofing PERMIT - 201801415 PERMIT NO: 201801415 ISSUED: 05/16/2018 JOB ADDRESS: 9235 W 48th AVE N EXPIRES: 05/16/2019 JOB DESCRIPTION: Reroof due to fire damage in one of the units.Building N. The building is the far east end of the complex. Remove and install new insulation 2 inch, and 1/4 inch densdeck. Install new fully adhered EPDM roofing system with 90 squares. Pitch is less than 2/12. *** CONTACTS *** OWNER (303)423-3801 JEFFERSON COUNTY HOUSING AUTHO SUB (970)797-1145 Jeramiah Larsen 170325 Anchor Roofing LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 102 { BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 60,000.00 FEES Total Valuation 0.00 Use Tax 1,260.00 Permit Fee 810.05 ** TOTAL ** 2,070.05 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. 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 -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. G City of Wheat Ridge > µ'F4 tla Commercial Roofing PERMIT - 201801415 PERMIT NO: 201801415 ISSUED: 05/16/2018 JOB ADDRESS: 9235 W 48th AVE N EXPIRES: 05/16/2019 JOB DESCRIPTION: Reroof due to fire damage in one of the units.Building N. The building is the far east end of the complex. Remove and install new insulation 2 inch, and 1/4 inch densdeck. Install new fully adhered EPDM roofing system with 90 squares. Pitch is less than 2/12. 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 le ally authorized to include all entities named within this document as parties to the work to be performed and that 11 w rk to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatu e of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2, This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3, If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap ble code or a ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of C ief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat R COMM DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: 5 1 I (j Plan/Permit #�� C.— VVV 111 ((( Plan Review Fee: ' n �C 1 , dz�_ i Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: _ ?-m— W yell 4,_'_ #k Property Owner (please print): TJ�e., Lf, z4,4- Property 4 Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: �/cti �Cr�3.s Arch itect/Engineer: Architect/Engineer E-mail: Phone: Contractor: City of Wheat Ridge License #: 1 / `} Phone: Contractor E-mail Address: &S1 -.n . 1�,,,>�,��,•, � �.�x;%. .2. For Plan Review Questions & Comments (please print): CONTACT NAME (please print):Phone: 2� CONTACT EMAIL(please print): r S�'� �rir�/c.•�� �i�. /, r,-,_� Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ZCOMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type 33 and amount of materials to be used, etc. �c�I'rtu�r✓ Cvrre- I`vU(- fD //7sA./% 176t"/ n •/�><b.� (!J�Xx) Commercial Projects Only: Occupancy Type: /v' i Pr Sq. FULF E', BTUs Amps Squares a2 Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER)NT CTO r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: Arl`oi ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: M 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: Uict I t Job Address: 2 3e�; W 4 4V -,e # (Z Permit Number: 20 r S_ 00 ? (.P I ❑ No one available for inspection: e jAM/ .M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:---? (i l Inspector:__ 1� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 234-5933 Inspection line '(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Lam` `'l UJa Job Address: 9 Z3S w 49-L,-" !Z Permit Number: P2L^(9 CXDSS(o ❑ No one availablefor in tion: Time �1 r�� M Re -Inspection require : Yes o �- When corrections have been made, call for re -inspection at 303-234-5933 Date: _7 101 F Inspector: 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: CM L� u_XW Job Address: Q2 35 W 4 9 114 ST # Z Permit Number: 201,F UU S Co 3 ❑ No one available for inspection: Time lU 5 �AWPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: ---710 16- Inspector: M DO NOT REMOVE THIS NOTICE s CITY OF WHEAT RIDGE z Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '5 Ll CeA 1 "" -L -A 1 u 01— Job Address: q2 -3 S (Aj 4 is L' OV e _P 12 - Permit Number: 201 (,%, I ❑ No one available for inspection; -Time ( A /PJ Re -Inspection required: Yes No When corrections have been made, r re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE o CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 5k.0er Job Address: 9 Z Z Gw 4 3 l2- Permit Number: Z 1 30T(P ( ❑ No one available fome Re -Inspection require= ''When corrections have been made, call for re -inspection at 303-234-5933 Date: _7 U I i Inspector: DO NOT REMOVE THIS NOTICE ✓_ CITY OF WHEAT RIDGE 1 _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax i INSPECTION NOTICE Inspection Type: Job Address: 012 I'S U) 4 ! ft 7— Permit Permit Number: ❑ No one available for inspection: Time A /PM Re -Inspection required: Yes &N When corrections have been made, call for re -inspection at 303-234-5933 Date: _? U I Inspector: 4--'�, DO NOT REMOVE THIS NOTICE -P raj s CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M Job Address: ` l f ✓ (t1 Ll 9 T` l% V F I Z Permit Number: -2071 <0b?(c 1 ❑ No one available for inspection: Time I I A 9M Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303-234- Date:- ( Inspector: DO NOT REMOVE THIS NOTICE o CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION//NOTICE Inspection Type: iyU s U��� tO�YI Job Address: 7� % �` t�� ?I -Z Permit Number: ❑ No one available for inspection: Time (A M IM Re -Inspection required: Ye Z_ When corrections have been made, call for re -inspection at 303 -234 - Date: �% 3 / 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: /1V S u la �iyYl Job Address: 2 S u' ` A VC L Permit Number: 2 ,_�, i C -n ❑ No one available for inspection: Time W Q(Y AM/FM Re -Inspection required• Yes o When corrections have been made, call for re -inspection at 303-234- Date:--7, 03-234- Date:-7. 2 ' / Inspector: DO NOT REMOVE THIS NOTICE G ✓_ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: l N >U !C( /10. -1 Job Address: Z ;' 5 L,_j (-4 a ✓ It 12 - Permit ZPermit Number: '2 C' 1 c C) 0 �'Lo ( ❑ No one available for inspection: Time 16 '00 ,"AM/PM Re -Inspection required: 6)No When corrections have been made, call for re -inspection at 303-234-5933 Date: V7, 2, / i Inspector: , DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Buitding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 12w�j �` ryu m 2 Job Address: � Z 3 W 4P)1`/1 -VC U N T 17 Permit Number: 2'0 1 �3 0 UKe I ❑ No one available for inspection: Time ,Z : �'" At Re -Inspection required: Yes 60�1) c When corrections have been made, call for re -inspection at 303-234-5933 Date: b,21, 16—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: '2yuq �X Fyu m -e Job Address: 9;? 3,�5 uj q 9 th r tyF_ Utv 4 Z Permit Number: U 16 0 `C (n3 0 ❑ No one available for inspection: Time AM/ Re -Inspection required: Yes �/ When corrections have been made, call for re -inspection at 303-234-5933 Date: U-21, it Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (, 03) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3001 AEC- A60G Job Address: _`� �3g �l/ 1Pi�ti /%e IV Permit Number: Ob/ eoc')9 0 ❑ No one available for inspection: Time' Y AM/PM Re -Inspection required: Yes o *When corrections ave been made, call for re -inspection at 303-234-5933 Date: Inspector: fn'T / DO NOT REMOVE THIS NOTICE *** CONTACTS *** OWNER (720)245-0656 SUB (303)975-4000 SUB (720)381-1767 *** PARCEL INFO ZONE CODE: SUBDIVISION CODE *** JEFFERSON COUNTY HOUSING AUTHO Trevor Martin 160028 Abbotts Fire & Flood Louis Stephens 140291 Absolute Electrical Services UA / Unassigned 102 / USE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 136,145.00 FEES Total Valuation 0.00 Plan Review Fee 890.96 Use Tax 2,859.05 Permit Fee 1,370.70 ** TOTAL ** 5,120.71 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I , by my signature, do hereby attest that the work to be performed shall comply with all accompany in 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 leg�ally authorized to include all entities named within this document as parties to the work to be per a th It work to be per for disclosed in this document and/or its' accompanying approved plans and specifications. Si nature of O R or CON ACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit 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 an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any o dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signatuuild ng Official Date REQUESTS MUST HE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Remodel PERMIT - 201800861 PERMIT NO: 201800861 ISSUED: 04/20/2018 JOB ADDRESS: 9235 W 48th AVE N UNIT 12 EXPIRES: 04/20/2019 JOB DESCRIPTION: Commercial fire repair - repair damaged structural to code, replace interior finishes *** CONTACTS *** OWNER (720)245-0656 SUB (303)975-4000 SUB (720)381-1767 *** PARCEL INFO ZONE CODE: SUBDIVISION CODE *** JEFFERSON COUNTY HOUSING AUTHO Trevor Martin 160028 Abbotts Fire & Flood Louis Stephens 140291 Absolute Electrical Services UA / Unassigned 102 / USE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 136,145.00 FEES Total Valuation 0.00 Plan Review Fee 890.96 Use Tax 2,859.05 Permit Fee 1,370.70 ** TOTAL ** 5,120.71 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I , by my signature, do hereby attest that the work to be performed shall comply with all accompany in 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 leg�ally authorized to include all entities named within this document as parties to the work to be per a th It work to be per for disclosed in this document and/or its' accompanying approved plans and specifications. Si nature of O R or CON ACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit 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 an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any o dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signatuuild ng Official Date REQUESTS MUST HE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. A , City of Wheat Ridge Residential Remodel PERMIT - 201800863 PERMIT NO: 201800863 ISSUED: 04/20/2018 JOB ADDRESS: 9235 W 48th AVE N UNIT 2 EXPIRES: 04/20/2019 JOB DESCRIPTION: Commercial fire repair - repair damaged structural to code, replace interior finishes *** CONTACTS *** OWNER (303)422-8600 JEFFERSON COUNTY HOUSING AUTHO GC (303)975-4000 Trevor Martin 160028 Abbotts Fire & Flood SUB (720)381-1767 Louis Stephens 140291 Absolute Electrical Services *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 102 / BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 136,145.00 FEES Total Valuation 0.00 Plan Review Fee 890.96 Use Tax 2,859.05 Permit Fee 1,370.70 ** TOTAL ** 5,120.71 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by. my signature, do hereby attest that the work to be performed shall comply with all accompany in 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 thisermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performe that all wor o be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or 0310TRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying pplans 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 granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any or 'nance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signatur o ie ld' ficial Date REQUESTS bIUST BE E BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat I�dgc COMMUNiIY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: ^% __ f / // Plan/Permit # i ' �/ P ,�lU J Plan Review Fee pog Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: Property Owner Property Owner Email: Jye? ✓'lC(�i �CLya-IQ( Mailing Address: (if different than property address) Address: City, State, Zip: Phone: Architect/Engineer E-mail: 'Trvyh; PL ,&" ye 7 [ 4j , Ccyt'Phone: Contractor: A,61,3Q7TS d— �tjGCz� Contractors City License M Phone: _KU 3 - Q �,.5-- q0. C 0 Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Ma �� (�'�`1 GCS �N y Phone: �OY CONTACT EMAIL(p/ease print):` t�n t' y� At, ider`s'G, c C It-? t L CU k--7 Sub Contractors: Electrical: Ae-T eteCTr, c -t L Plumbing: Mechanical: W.R. City License # HLQ q I W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACENT ,OTHER (Describe) ✓`F �, , J - (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) n P,C-Pri,vT 06�,v21%'t t: Ste( H,CT-LC/It G,) C !�� �`L4CF Sq. Ft1LF Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) r (AUTHORIZED REPRESENTATI E) of (OWNER) (CONTRACTOR) Signature (first and last name): c DATE: ✓ lJ ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION. Building Division Valuation: $ City Of �W heat jdge MUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cD-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # (1 )6V , Plan Review Fee: V, 01, 0 (� Building Permit Application **" Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �� � ,� �� `� 0 h VLO Property Owner (please printQ eFRo Phone: Property Owner Email: VoCt' %co— --'JC tlq- e 0 r Mailing Address: (if different than property address) Address: City, State, Zip: Y .J Architect/Engineer E-mail:,v Phone: 7�-D _ � Y Contractor: 'Dt 0 l � Contractors City License #: Phone: _�;C T' / 7�5-- 7 ©c (� Contractor E-mail Address: �Ii'l2�o✓t�y.,,��►e/S'� �o���r Cd ✓� For Plan Review Questions & Comments (please print): CONTACT NAME (please print): ("Ict r k Mme® 4 CONTACT EMAIL(p/ease print):�Cor1��b �t t Sub Contractors: Electrical: iR. P_LeC_j r / C Plumbing: W.R. City License # IC/1 1 W.R. City License # Phone: 31C>5 IJ5Ea -5,313-0 Ll_lc (41 �q At,, , °t Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OCOTHER (Describe) (--C41Yv?e; � 2 L f` f-✓? re #0C1 (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) �-e P c�- c4 --y- 4-\ ets l sr roc �✓��, ,� r.�,��7 E cC' `e �d'l Ce f l� � 'e��`cF � �•/� tE�'l'1L�S f �l � � � � S' Sq. Ft./LFy ✓ Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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 perforin 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)ONTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Sienature (first and Inst name): ` DATE: ✓ —0 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ PROSTAR ProStar Adjusting, LLC ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 Insured: Jefferson County Housing Authority Property: 9235 W. 48th Avenue Wheat Ridge, CO 80033 Claim Rep.: Kevin Williamson Company: Prostar Adjusting, LLC Business: P.O. Box 3767 Centennial, CO 80161 Estimator: Kevin Williamson Company: Prostar Adjusting, LLC Business: P.O. Box 3767 Centennial, CO 80161 Reference: Mike Pepe Company: Housing Authority Property Insurance Business: P.O. Box 189 Cheshire, CT 06410 Claim Number: A7WJ4 Date Contacted: 8/31/2017 Date of Loss: 8/30/2017 Date inspected: 9/1/20-17 Policy Number: HAPI17851649772017 Price List: CODE8X_DEC17 Restoration/Service/Remo del Estimate: 17007145 doi�0uG3 Business: (303) 506-8392 Business: (303) 506-8392 Business: (203) 272-8220 x 218 Date Received: 8/30/2017 Date Entered: 9/6/2017 Type of Loss: Fire PRO STAR ProStar Adjusting, LLC ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 17007145 Unit 13 _" 11' 1" Living Room Height: 8' 62'61-11 T Kitchen t I 357.56 SF Walls 181.60 SF Ceiling N� Ro^m = 539.16 SF Walls & Ceiling 181.60 SF Floor Li,V's°. ( 20.18 SY Flooring 44.17 LF Floor Perimeter r'e��^^ I 47.33 LF Ceil. Perimeter "�I,.S.. 111 1-12'9" 9 Missing Wall - Goes to Floor X 2" X 6' 811 Opens into KITCHEN Missing Wall 3' 6" X 8' Opens into FOYER ENTRY Missing Wall 3' 2" X 8' Opens into FOYER -ENTRY Missing Wail 2' 2" X 8' Opens into HALLWAY DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Clean the walls and ceiling - Heavy 539.16 SF 0.45 0.43 48.60 291.65 (0.00) 291.65 Seal the walls and ceiling shellac - one coat 539.16 SF 0.55 5.18 60.34 362.06 (0.00) 362.06 Paint the walls and ceiling - one coat 539.16 SF 0.51 4.74 55.94 335.65 (97.33) 238.32 Paint door or window opening - 2 coats 2.00 EA 23.48 0.63 9.52 57.11 (16.56) 40.55 (per side) Remove, Window AC unit* 1.00 EA 50.05 0.00 10.02 60.07 (0.00) 60.07 Window AC unit * 1.00 EA 352.66 19.22 74.38 446.26 (223.14) 223.12 Remove Vinyl window, horizontal sliding, 1.00 EA 19.42 0.00 3.88 23.30 (0.00) 23.30 12-23 sf Vinyl window, horizontal sliding, 12-23 sf 1.00 EA 252.44 14.65 53.42 320.51 (54.48) 266.03 Additional charge for a retrofit window, 12- 1.00 EA 102.13 1.15 20.66 123.94 (0.00) 123.94 23 sf Remove Window blind - PVC - 2" - 20.1 to 1.00 EA 8.66 0.00 1.74 10.40 (0.00) 10.40 32 SF Window blind - PVC - 2" - 20.1 to 32 SF 1.00 EA 142.15 7.03 29.84 179.02 (89.52) 89.50 Clean sill - cultured marble 6.00 LF 0.70 0.00 0.84 5.04 (0.00) 5.04 Clean baseboard heater - interior and 12.50 LF 4.80 0.01 12.00 72.01 (0.00) 72.01 exterior - Heavy Contents - move out then reset - Large 1.00 EA 86.97 0.00 17.40 104.37 (0.00) 104.37 room Remove Carpet 181.60 SF 0.24 0.00 8.72 52.30 (0.00) 52.30 Remove Carpet pad 181.60 SF 0.10 0.00 3.64 21.80 (0.00) 21.80 Carpet pad 181.60 SF 0.53 6.54 20.56 123.35 (61.68) 61.67 Carpet 208.84 SF 3.24 44.78 144.28 865.70 (432.85) 432.85 15 % waste added for Carpet. Totals: Living Room 104.36 575.78 3,454.54 975.56 2,478.98 17007145 2/22/2018 Page:2 PRO STAR ProStar Adjusting, LLC ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 r3' 6n--1 T Foy -/Entry .N 6 1 %6""' Missing Wall Missing Wall Door Missing Wall Foyer/Entry 12.67 SF Walls 24.28 SF Walls & Ceiling 1.29 SY Flooring 3.67 LF Ceil. Perimeter 3'6"X8' 3'2"X8' 2'6"X6'8" 3'2"X8' Height: 8' 11.61 SF Ceiling 11.61 SF Floor 1.17 LF Floor Perimeter Opens into LIVING_ROOM Opens into LIVING_ROOM Opens into Exterior Opens into KITCHEN DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Clean the walls and ceiling - Heavy 24.28 SF 0.45 0.02 2.18 13.13 (0.00) 13.13 Seal the walls and ceiling shellac - one coat 24.28 SF 0.55 0.23 2.72 16.30 (0.00) 16.30 Paint the walls and ceiling - one coat 24.28 SF 0.51 0.21 2.52 15.11 (4.39) 10.72 Paint door or window opening - 2 coats 1.00 EA 23.48 0.31 4.76 28.55 (8.28) 20.27 (per side) Remove Exterior door - solid core lauan / 1.00 EA 18.43 0.00 3.68 22.11 (0.00) 22.11 mahogany or birch flush Exterior door - solid -core lauan / mahogany t.00 EA 246.06 13.93 52.00 311.99 (53.04) 258.95 or birch flush Paint door slab only - 2 coats (per side) 2.00 EA 28.20 1.03 11.48 68.91 (20.00) 48.91 Deadbolt 1.00 EA 46.07 2.16 9.66 57.89 (28.96) 28.93 Door lockset - exterior 1.00 EA 50.63 2.44 10.60 63.67 (31.84) 31.83 Clean floor 11.61 SF 0.45 0.00 1.04 6.26 (0.00) 6.26 Totals: Foyer/Entry 20.33 100.64 603.92 146.51 457.41 �'V$y2 (2) closet 1 co 1 L nin X5'6" - Missing Wall Missing Wall - Goes to Floor Missing Wall Kitchen 268.89 SF Walls 353.49 SF Walls & Ceiling 9.40 SY Flooring 36.25 LF Ceil. Perimeter 3'2"X8' 3'2"X6'8" 4' 5" X 8' Height: 8' 84.60 SF Ceiling 84.60 SF Floor 33.08 LF Floor Perimeter Opens into FOYER ENTRY Opens into LIVING_ROOM Opens into HALLWAY DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Clean the walls and ceiling - Heavy 353.49 SF 0.45 0.28 31.88 191.23 (0.00) 191.23 Clean ceiling fan and light 1.00 EA 25.81 0.00 5.16 30.97 (0.00) 30.97 17007145 2/22/2018 Page:3 PRO STAR ProStar Adjusting, LLC ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F: 888-493-5175 CONTINUED - Kitchen DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Seal the walls and ceiling shellac - one coat 353.49 SF 0.55 3.39 39.56 237.37 (0.00) 237.37 Paint the walls and ceiling - one coat 353.49 SF 0.51 3.11 36.68 220.07 (63.82) 156.25 Paint dooror window opening - 2 -coats 2.00 EA 23.48 0.63 9.52 57.11 (16.56) 40.55 (per side) Clean cabinetry - upper - inside and out 10.50 LF 14.63 0.07 30.74 184.43 (0.00) 184.43 Clean cabinetry - lower - inside and out 3.50 LF 14.63 0.02 10.24 61.47 (0.00) 61.47 Clean countertop 11.00 SF 0.73 0.01 1.60 9.64 (0.00) 9.64 Clean sink and faucet 1.00 EA 17.19 0.00 3.44 20.63 (0.00) 20.63 Clean range - interior and exterior 1.00 EA 42.28 0.04 8.46 50.78 (0.00) 50.78 Clean range hood 1.00 EA 16.83 0.01 3.36 20.20 (0.00) 20.20 Clean refrigerator - interior and exterior I.00 EA 55.04 0.02 11.00 66.06 (0.00) 66.06 Clean window unit (per side) 10 - 20 SF 1.00 EA 14.97 0.00 3.00 17.97 (0.00) 17.97 Clean sill - cultured marble 4.00 LF 0.70 0.00 0.56 3.36 (0.00) 3.36 Clean baseboard heater - interior and 6.00 LF 4.80 0.00 5.76 34.56 (0.00) 34.56 exterior - Heavy Clean floor 84.60 SF 0.45 0.00 7.62 45.69 (0.00) 45.69 Totals: Kitchen 7.58 208.58 1,251.54 80.38 1,171.16 ciowl (1) V 6" Hallway - Height: 8' X2,4„.} 89.26 SF Walls �w 113.55 SF Walls & Ceiling _ 2.70 SY Flooring C 18.24 LF Ceil. Perimeter 1`ir 2°, Door 2' 6" X 6' 8" Door 2' 6" X 6181' Missing Wall 4' 5" X 8' Missing Wall 2' 2" X 8' 24.30 SF Ceiling 24.30 SF Floor 9.74 LF Floor Perimeter Opens into BEDROOM Opens into BATHROOM Opens into KITCHEN Opens into LIVING_ROOM 17007145 2/22/2018 Page:4 _ = P = ROSTAR ProStar Adjusting, LLC - _ ADJUSTING P.O. Box 2649 Wylie, TX 75098 T: 866-620-0994 F:888-493-5175 D Hallw set 2 ) 21 F 2' 6" i Donor Subroom: Closet 1 (1) 53.67 SF Walls 57.83 SF Walls & Ceiling 0.46 SY Flooring 8.17 LF Ceil. Perimeter 1'9"X6'8" Subroom: Closet 2 (2) Height: 8' 4.17 SF Ceiling 4.17 SF Floor 6.42 LF Floor Perimeter Opens into HALLWAY Height: 8' F 2' 4 T 53.67 SF Walls 4.17 SF Ceiling aPsetl 57.83 SF Walls& Ceiling 4.17 SF Floor 0.46 SY Flooring 6.42 LF Floor Perimeter 8.17 LF Ceil. Perimeter 1 Door 1' 9" X 6' 8" Opens into HALLWAY DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Clean the walls and ceiling - Heavy 229.22 SF 0.45 0.18 20.68 124.01 (0.00) 124.01 Clean light fixture 1.00 EA 10.51 0.00 2.10 12.61 (0.00) 12.61 Seal the walls and ceiling shellac - one coat 229.22 SF A.55 2.20 25.66 153.93 (0.00) 153.93 Paint the walls and ceiling - one coat 229.22 SF 0.51 2.02 23.78 142.70 (41.39) 101.31 Paint door or window opening - 2 coats 3.00 EA 23.48 0.94 14.26 85.64 (24.84) 60.80 (per side) Clean closet organizer and rod - Small 2.00 EA 28.77 0.12 11.52 69.18 (0.00) 69.18 Clean door - bypass set (per side) 2.00 EA 14.35 0.06 5.76 34.52 (0.00) 34.52 Paint bypass door set - slab only - 2 coats 2.00 EA 36.70 1.99 15.08 90.47 (26.25) 64.22 (per side) Remove Carpet 32.63 SF 0.24 0.00 1.56 9.39 (0.00) 9.39 Remove Carpet pad 32.63 SF 0.10 0.00 0.66 3.92 (0.00) 3.92 Carpet pad 32.63 SF 0.53 1.17 3.70 22.16 (11.10) 11.06 Carpet 37.53 SF 3.24 8.05 25.94 155.59 (77.81) 77.78 15 % waste added for Carpet. Totals: Hallway 16.73 150.70 904.12 181.39 722.73 17007145 2/22/2018 Page:5 _ ProStar Adjusting, LLC PRDSTAR ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 Door Bad 1--4' 10"---1 Bedroom 368.00 SF Walls 523.17 SF Walls & Ceiling 17.24 SY Flooring 50.17 LF Ceil. Perimeter 2'6"X6'8" Subroom: Closet (1) 151.41 SF Walls 178.43 SF Walls & Ceiling 3.00 SY Flooring 21.01 LF Ceil. Perimeter Height: 8' 155.17 SF Ceiling 155.17 SF Floor 45.17 LF Floor Perimeter Opens into HALLWAY Height: 8' 27.02 SF Ceiling 27.02 SF Floor 18.51 LF Floor Perimeter Door 2' 6" X 6' 8" Opens into BEDROOM DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Clean the walls and ceiling - Heavy 701.60 SF 0.45 0.56 63.26 379.54 (0.00) 379.54 Clean ceiling fan and light 1.00 EA 25.81 0.00 5.16 30.97 (0.00) 30.97 Clean light fixture 1.00 EA 10.51 0.00 2.10 12.61 (0.00) 12.61 Seal the walls and ceiling shellac - one coat 701.60 SF 0.55 6.74 78.52 471.14 (0.00) 471.14 Paint the walls and ceiling - one coat 701.60 SF 0.51 6.17 72.80 436.79 (126.68) 310.11 Paint door or window opening - 2 coats 3.00 EA 23.48 0.94 14.26 85.64 (24.84) 6080 (per side) Clean closet organizer and rod - Large 1.00 EA 53.06 0.12 10.64 63.82 (0.00) 63.82 Clean door (per side) 4.00 EA 7.13 0.05 5.72 34.29 (0.00) 34.29 Clean door hardware 2.00 EA 6.59 0.02 2.64 15.84 (0.00) 15.84 Paint door slab only - 2 coats (per side) 2.00 EA 28.20 1.03 11.48 68.91 (20.00) 48.91 Clean window unit (per side) 10 - 20 SF 1.00 EA 14.97 0.00 3.00 17.97 (0.00) 17.97 Clean window blind - horizontal or vertical 18.00 SF 1.28 0.01 4.60 27.65 (0.00) 27.65 Clean baseboard heater - interior and 8.00 LF 4.80 0.01 7.68 46.09 (0.00) 46.09 exterior - Heavy Contents - move out then reset - Large 1.00 EA 86.97 0.00 17.40 104.37 (0.00) 104.37 room Remove Carpet 182.19 SF 0.24 0.00 8.74 52.47 (0.00) 52.47 Remove Carpet pad 182.19 SF 0.10 0.00 3.64 21.86 (0.00) 21.86 Carpet pad 182.19 SF 0.53 6.56 20.64 123.76 (61.88) 61.88 Carpet 209.52 SF 3.24 44.92 144.74 868.50 (434.26) 434.24 15 % waste added for Carpet. Totals: Bedroom 67.13 477.02 2,862.22 667.66 2,194.56 17007145 2/22/2018 Page:6 PRO STAR ProStar Adjusting, LLC ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 Bathroom Height: 8' 1 214.00 SF Walls 47.08 SF Ceiling 261.08 SF Walls & Ceiling 47.08 SF Floor 1 a 5.23 SY Flooring 26.33 LF Floor Perimeter ��� 28.83 LF Ceil. Perimeter a••`C12 (2) Cbwt I Q) Door 2' 6" X 6' 8" Opens into HALLWAY DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Clean the walls and ceiling - Heavy 261.08 SF 0.45 0.21 23.54 141.24 (0.00) 141.24 Remove Bathroom ventilation fan, light, 1.00 EA 15.15 0.00 3.04 18.19 (0.00) 18.19 and heater 1.68 7.72 94.20 565.20 (163.91) 401.29 Remove Fascia - 1" x 8" - #3 cedar Bathroom ventilation fan, light, and heater 1.00 EA 245.16 14.80 52.00 311.96 (62.39) 249.57 Clean light bar 1.00 EA 18.28 0.01 3.66 21.95 (0.00) 21.95 Seal the walls and ceiling shellac - one coat 261.08 SF 0.55 2.51 29.22 175.32 (0.00) 175.32 Paint the walls and ceiling - one coat 261.08 SF 0.51 2.30 27.10 162.55 (47.14) 115.41 Paint door or window opening - 2 coats 1.00 EA 23.48 0.31 4.76 28.55 (8.28) 20.27 (per side) Clean medicine cabinet 1.00 EA 13.98 0.00 2.80 16.78 (0.00) 16.78 Clean vanity - inside and out 3.58 LF 13.12 0.02 9.40 56.39 (0.00) 56.39 Clean countertop 7.17 SF 0.73 0.01 1.04 6.28 (0.00) 6.28 Clean sink and faucet 1.00 EA 17.19 0.00 3.44 20.63 (0.00) 20.63 Clean tub and surround 1.00 EA 35.53 0.01 7.10 42.64 (0.00) 42.64 Clean tub / shower faucet 1.00 EA 13.97 0.00 2.80 16.77 (0.00) 16.77 Clean toilet 1.00 EA 21.69 0.00 4.34 26.03 (0.00) 26.03 Clean door (per side) 2.00 EA 7.13 0.02 2.86 17.14 (0.00) 17.14 Clean door hardware 1.00 EA 6.59 0.01 4.32 7.92 (0.00) 7.92 Paint door slab only - 2 coats (per side) 2.00 EA 28.20 1.03 11.48 68.91 (20.00) 48.91 Clean baseboard heater - interior and 3.00 LF 4.80 0.00 2.88 17.28 (0.00) 17.28 exterior - Heavy Clean floor 47.08 SF 0.45 0.00 4.24 25.43 (0.00) 25.43 Totals: Bathroom 21.24 197.02 1,181.96 137.81 1,044.15 Total: Unit 13 237.37 1,709.74 10,258.30 2,189.31 8,068.99 Right Elevation DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Remove Soffit - wood 275.76 SF 0.27 0.00 14.90 89.36 (0.00) 89.36 Soffit - wood 275.76 SF 5.92 33.97 333.30 1,999.77 (859.91) 1,139.86 Prime & paint exterior soffit - wood 275.76 SF 1.68 7.72 94.20 565.20 (163.91) 401.29 Remove Fascia - 1" x 8" - #3 cedar 48.00 LF 0.29 0.00 2.78 16.70 (0.00) 16.70 17007145 2/22/2018 Page:7 --RO STAR ProStar Adjusting, LLC ___- P ADJu5T1 NG P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 CONTINUED - Right Elevation DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Fascia - 1" x 8" - #3 cedar 48.00 LF 8.11 7.76 79.42 476.46 (204.89) 271.57 Prime & paint exterior fascia - wood, 6"- 8" 105.75 LF 1.61 1.69 34.40 206.35 (59.85) 146.50 wide 33.51 107.94 647.61 Paint all right fascia. Remove Siding - hardboard - sheet 384.00 SF 0.27 0.00 20.74 124.42 (0.00) 124.42 Remove Sheathing - plywood - 1/2" CDX 384.00 SF 0.48 0.00 36.86 221.18 (0.00) 221.18 Sheathing - plywood - 1/2" CDX 384.00 SF 1.58 27.34 126.80 760.86 (327.17) 433.69 Siding - hardboard - sheet 384.00 SF 3.04 35.94 240.66 1,443.96 (620.89) 823.07 Seal & paint wood siding 504.00 SF 1.05 14.92 108.82 652.94 (189.36) 463.58 Paint all right elevation upper siding. Remove Trim board - I" x 8" - installed 72.00 LF 0.37 0.00 5.32 31.96 (0.00) 31.96 (cedar) Trim board - 1" x 8" - installed (cedar) 72.00 LF 6.86 29.84 104.74 628.50 (270.26) 358.24 Remove Trim board - 1" x 6" - installed 141.00 LF 0.36 0.00 10.16 60.92 (0.00) 60.92 (cedar) Trim board - 1" x 6" - installed (cedar) 141.00 LF 5.21 40.27 154.98 929.86 (399.84) 530.02 Remove Trim board - I" x 2" - installed 72.00 LF 0.31 0.00 4.46 26.78 (0.00) 26.78 (cedar) Trim board - 1" x 2" - installed (cedar) 72.00 LF 2.57 6.45 38.30 229.79 (98.80) 130.99 Seal & paint trim - two coats 285.00 LF 1.06 2.28 60.88 365.26 (105.93) 259.33 Paint all trim. Remove Ornamental iron handrail w/ 58.00 LF 1.70 0.00 19.72 118.32 (0.00) 118.32 straight pickets, 3' high Ornamental iron handrail w/ straight 58.00 LF 31.08 80.41 376.60 2,259.65 (971.66) 1,287.99 pickets, 3' high Prime & paint ornamental iron handrail, 58.00 LF 8.00 13.50 95.50 573.00 (166.18) 406.82 36" to 42" high Clean concrete the surface area 288.00 SF 0.30 0.23 17.32 103.95 (0.00) 103.95 Totals: Right Elevation 302.32 1,980.86 11,885.19 4,438.65 7,446.54 Left Elevation DESCRIPTION Remove and replace windows and trim, per Abbott's Remove Fire extinguisher and cabinet, 14" x 27" x 8" Fire extinguisher and cabinet, 14" x 27" x 8" 17007145 QUANTITY UNIT PRICE TAX O&P RCV 1.00 EA 7,558.06 0.00 0.00 7,558.06 2.00 EA 17.92 0.00 7.16 43.00 2.00 EA 253.08 33.51 107.94 647.61 DEPREC. ACV (0.00) 7,558.06 (0.00) 43.00 (323.82) 323.79 2/22/2018 Page:8 �zRO STAR ProStar Adjusting, LLC F ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 CONTINUED - Left Elevation DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Totals: Left Elevation 33.51 115.10 8,248.67 323.82 7,924.85 Roof DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Replace roofing system, decking, and 1.00 EA 95,200.00 0.00 19,040.00 114,240.00 (57,120.00) 57,120.00 insulation board, per Anchor Roofing Totals: Roof 0.00 19,040.00 114,240.00 57,120.00 57,120.00 Exterior/General DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Asbestos abatement, part 1, per Abbott's 1.00 EA 66,011.60 0.00 0.00 66,011.60 (0.00) 66,011.60 Fire and Flood 1,901.29 Haul debris - per pickup truck load - 1.00 EA 132.30 0.00 26.46 158.76 (0.00) 158.76 including dump fees Repair concrete substrate, per Abbott's Fire 1.00 EA 8,965.78 0.00 1,793.16 10,758.94 (0.00) 10,758.94 and Flood 17007145 2/22/2018 Page:9 Structural repairs, per Maloney Builders 1.00 EA 47,700.00 0.00 9,540.00 57,240.00 (0.00) 57,240.00 Rewire affected units, per Absolute 1.00 EA 14,420.00 0.00 2,884.00 17,304.00 (0.00) 17,304.00 Electrical Asbestos testing, per Envirospec 1.00 EA 340.00 0.00 68.00 408.00 (0.00) 408.00 Totals: Exterior/General 0.00 14,285.16 151,722.54 0.00 151,722.54 Unit 12 Unit 12 DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Rewire - average residence - copper wiring 539.72 SF 2.91 13.82 316.88 1,901.29 (0.00) 1,901.29 Haul debris - per pickup truck load - 1.00 EA 132.30 0.00 26.46 158.76 (0.00) 158.76 including dump fees Total: Unit 12 13.82 343.34 2,060.05 0.00 2,060.05 17007145 2/22/2018 Page:9 4-N�7ProStar Adjusting, LLC PRO STAR ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 Living Room 1===777---iT 6", 71�- X11 Kitchen .. _1 Living Room II Foyer/En� 12' S" �_ �-� 119" �y Missing Wall - Goes to Floor Missing Wall Missing Wall Missing Wall DESCRIPTION Height: 8' 357.56 SF Walls 181.60 SF Ceiling 539.16 SF Walls & Ceiling 181.60 SF Floor 20.18 SY Flooring 44.17 LF Floor Perimeter 47.33 LF Ceil. Perimeter Y 2" X 6' 8" Opens into KITCHEN 3' 6" X 8' Opens into FOYER ENTRY Y 2" X 8' Opens into FOYER ENTRY 2' 2" X 8' Opens into HALLWAY QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Seal floor or ceiling joist system (shellac) I81.60 SF 1.05 4.07 38.96 233.71 (0.00) 233.71 Seal ceiling joists of smoke odor Batt insulation - 10" - R30 - unfaced batt 181.60 SF 1.28 11.91 48.88 293.24 (131.96) 161.28 Seal stud wall for odor control (shellac) 357.56 SF 0.78 6.86 57.16 342.92 (99.45) 243.47 Batt insulation - 6" - R19 - unfaced batt 184.00 SF 0.95 8.39 36.64 219.83 (98.92) 120.91 1/2" drywall - hung, taped, ready for 539.16 SF 1.83 21.57 201.66 1,209.89 (544.45) 665.44 texture Texture drywall - machine 539.16 SF 0.42 1.73 45.64 273.82 (0.00) 273.82 Seal/prime then paint the walls and ceiling 539.16 SF 0.98 10.35 107.76 646.49 (323.25) 323.24 twice (3 coats) Casing - 2 1/4" 20.00 LF 1.64 1.28 6.82 40.90 (18.40) 22.50 Paint door or window opening - 2 coats 2.00 EA 23.48 0.63 9.52 57.11 (16.56) 40.55 (per side) Window AC unit 1.00 EA 352.66 19.22 74.38 446.26 (223.14) 223.12 Vinyl window, horizontal sliding, 12-23 sf 1.00 EA 252.44 14:65 53.42 320.51 (54.48) 266.03 Additional charge for a retrofit window, 12- 1.00 EA 102.13 1.15 20.66 123.94 (0.00) 123.94 23 sf Window blind - PVC - 2" - 20.1 to 32 SF 1.00 EA 142.15 7.03 29.84 179.02 (89.52) 89.50 Window sill 6.00 LF 2.53 0.38 3.12 18.68 (8.40) 10.28 Baseboard heat - steam or hot water 12.50 LF 24.81 12.00 64.42 386.55 (193.29) 193.26 Baseboard - 3 1/4" 44.17 LF 2.70 3.89 24.64 147.79 (66.50) 81.29 Paint baseboard - two coats 44.17 LF 1.07 0.39 9.54 57.19 (28.61) 28.58 Carpet pad 181.60 SF 0.53 6.54 20.56 123.35 (61.68) 61.67 Carpet 208.84 SF 3.24 44.78 144.28 865.70 (432.85) 432.85 15 % waste added for Carpet. Totals: Living Room 176.82 997.90 5,986.90 2,391.46 3,595.44 17007145 2/22/2018 Page: 10 4'PROSTAR ProStar Adjusting, LLC - ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 IIT QFoy-/Enay cv $'I- nM Missing Wall Missing Wall Door Missing Wall DESCRIPTION Foyer/Entry 12.67 SF Walls 24.28 SF Walls & Ceiling 1.29 SY Flooring 3.67 LF Ceil. Perimeter 3'6"X8' 3'2"X8' 2'6"X6'8" 3'2"X8' Height: 8' 11.61 SF Ceiling 11.61 SF Floor 1.17 LF Floor Perimeter Opens into LIVING_ROOM Opens into LIVING_ROOM Opens into Exterior Opens into KITCHEN QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Seal floor or ceiling joist system (shellac) 11.61 SF 1.05 0.26 2.50 14.95 (0.00) 14.95 Seal ceiling joists of smoke odor Batt insulation - 10" - R30 - unfaced batt 11.61 SF 1.28 0.76 3.14 18.76 (8.45) 10.31 Seal stud wall for odor control (shellac) 12.67 SF 0.78 0.24 2.02 12.14 (3.52) 8.62 Batt insulation - 6" - R19 - unlaced batt 12.67 SF 0.95 0.58 2.52 15.14 (6.82) 8.32 1/2" drywall - hung, taped, ready for 24.28 SF 1.83 0.97 9.08 54.48 (24.51) 29.97 texture Texture drywall - machine 24.28 SF 0.42 0.08 2.06 12.34 (0.00) 12.34 Seal/prime then paint the walls and ceiling 24.28 SF 0.98 0.47 4.86 29.12 (14.58) 14.54 twice (3 coats) Casing - 2 1/4" 20.00 LF 1.64 1.28 6.82 40.90 (18.40) 22.50 Paint door or window opening - 2 coats 1.00 EA 23.48 0.31 4.76 28.55 (8.28) 20.27 (per side) Exterior door - solid core lauan / mahogany 1.00 EA 246.06 13.93 52.00 311.99 (53.04) 258.95 or birch flush Paint door slab only - 2 coats (per side) 2.00 EA 28.20 1.03 11.48 68.91 (20.00) 48.91 Deadbolt 1.00 EA 46.07 2.16 9.66 57.89 (28.96) 28.93 Door lockset - exterior 1.00 EA 50.63 2.44 10.60 63.67 (31.84) 31.83 Baseboard - 3 1/4" 1.17 LF 2.70 0.10 0.66 3.92 (1.76) 2.16 Paint baseboard - two coats 1.17 LF 1.07 0.01 0.26 1.52 (0.78) 0.74 Floor preparation for resilient flooring 11.61 SF 0.44 0.09 1.04 6.24 (0.00) 6.24 Vinyl floor covering (sheet goods) 13.35 SF 2.80 2.04 7.88 47.30 (23.65) 23.65 15 %waste added for Vinyl floor covering (sheet goods). Vinyl - metal transition strip 1.17 LF 2.74 0.13 0.66 4.00 (2.02) 1.98 Totals: Foyer/Entry 26.88 132.00 791.82 246.61 545.21 17007145 2/22/2018 Page: 11 PRO STAR ProStar Adjusting, LLC ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 Closet i) - Ed Foyer/Ef is f H5 (.'H Missing Wall Missing Wall - Goes to Floor Missing Wall DESCRIPTION Kitchen Seal floor or ceiling joist system (sbeltac) Seal ceiling joists of smoke odor Batt insulation - 10" - R30 - unfaced batt Seal stud wall for odor control (shellac) Batt insulation - 6" - R 19 - unfaced batt 1/2" drywall - hung, taped, ready for texture Texture drywall - machine Seal/prime then paint the walls and ceiling twice Q coats) Ceiling fan & light Light fixture Casing - 2 1/4" Paint door or window opening - 2 coats (per side) Vinyl window, horizontal sliding, 12-23 sf Additional charge for a retrofit window, 12- 23 sf Window blind - PVC- 2"- 14.1 to 20 SF Window sill Cabinetry - upper (wall) units - High grade Cabinetry - lower (base) units - High grade Countertop - flat laid plastic laminate Kitchen Sink - single basin Sink faucet - Kitchen Angle stop valve P -trap assembly - ABS (plastic) Range - slide in - electric Refrigerator - top freezer - 18 to 22 cf Microwave oven - over range w/built-in hood Baseboard heat - steam or hot water Baseboard - 3 1/4" 268.89 SF Walls 353.49 SF Walls & Ceiling 9.40 SY Flooring 36.25 LF Ceil. Perimeter 3'2"X8' 3'2"X6' Qt, 4'5"X8' QUANTITY UNIT PRICE TAX Height: 8' 84.60 SF Ceiling 84.60 SF Floor 33.08 LF Floor Perimeter Opens into FOYER ENTRY Opens into LIVING_ROOM Opens into HALLWAY O&P RCV DEPREC. ACV 8"4.60 SF 1.05 1.90 18.14 108.87 (0.00) 108.87 84.60 SF 1.28 5.55 268.89 SF 0.78 5.16 172.72 SF 0.95 7.88 353.49 SF 1.83 14.14 353.49 SF 0.42 1.13 353.49 SF 0.98 6.79 1.00 EA 1.00 EA 32.00 LF 4.00 EA 1.00 EA 1.00 EA 1.00 EA 4.00 LF 10.50 LF 3.50 LF 5.50 LF 1.00 EA LO(YEA 2.00 EA 1.00 EA 1.00 EA 1.00 EA 1.00 EA 6.00 LF 33.08 LF 294.29 10.20 63.64 2.64 1.64 2.05 23.48 1.25 252.44 14.65 102.13 1.15 22.78 42.98 34.40 132.20 29.92 70.64 60.90 13.24 10.92 19.04 53.42 20.66 108.46 5.29 22.76 2.53 0.25 2.08 142.82 92.58 318.44 190.34 44.17 142.08 37.25 11.44 43.26 295.94 15.84 62.34 208.47 11.04 43.90 31.66 1.15 12.90 54.99 0.48 11.10 1,350.10 102.11 290.44 761.68 59.12 164.16 442.86 22.04 92.98 24.81 5.76 30.94 2.70 2.91 18.44 136.62 (61.49) 75.13 257.87 (74.78) 183.09 206.36 (92.87) 113.49 793.23 (356.94) 436.29 179.52 (0.00) 179.52 423.85 (211.93) 211.92 365.39 (182.71) 182.68 79.52 (39.76) 39.76 65.45 (29.46) 35.99 114.21 (33.12) 81.09 320.51 (54.48) 266.03 123.94 (0.00) 123.94 136.51 (68.26) 68.25 12.45 (5.60) 6.85 1,910.63 (955.32) 955.31 852.44 (426.23) 426.21 259.58 (129.80) 129.78 374.12 (187.07) 187.05 263.41 (131.72) 131.69 77.37 (38.70) 38.67 66.57 (33.30) 33.27 1,742.65 (871.33) '87132 984.96 (492.48) 492.48 557.88 (278.95) 278.93 185.56 (92.79) 92.77 110.67 (49.80) 60.87 17007145 2/22/2018 Page: 12 �9RO STAR ProStar Adjusting, LLC _-_= i� -- ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F: 888-493-5175 CONTINUED - Kitchen DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Paint baseboard - two coats 33.08 LF 1.07 0.29 7.14 42.83 (21.43) 21-40 Floor preparation for resilient flooring 84.60 SF 0.44 0.68 7.58 45.48 (0.00) 45.48 Vinyl floor covering (sheet goods) 97.29 SF 2.80 14.87 57.46 344.74 (172.39) 172.35 15 %waste added for Vinyl floor covering (sheet goods). Vinyl - metal transition strip 11.00 LF 2.74 1.19 6.26 37.59 (18.81) 18.78 Totals: Kitchen 465.70 1,863.50 11,180.78 5,111.52 6,069.26 Clow (1) Bathroom Hattway a 2J+ Door Door Missing Wall Missing Wall lT l set 2 allway 2' N 1 ti 9T FT 6" -1 Door 89.26 SF Walls 113.55 SF Walls & Ceiling 2.70 SY Flooring 18.24 LF Ceil. Perimeter 2'6"X6'8" 2'6"X6'8" 4' 5" X-81 2'2"X8' Subroom: Closet 1 (1) 53.67 SF Walls 57.83 SF Walls & Ceiling 0.46 SY Flooring 8.17 LF Ceil. Perimeter 1' 9" X 618" Height: 8' 24.30 SF Ceiling 24.30 SF Floor 9.74 LF Floor Perimeter Opens into BEDROOM Opens into BATHROOM Opens into KITCHEN Opens into LIVING_ROOM Height: 8' 4.17 SF Ceiling 4.17 SF Floor 6.42 LF Floor Perimeter Opens into HALLWAY 17007145 2/22/2018 Page: 13 .� ROSTAR ProStar Adjusting, LLC =_= P ADJu STING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 Subroom: Closet 2 (2) Height: 8' T rc i 53.67 SF Walls 4.17 SF Ceiling 1041way, 57.83 SF Walls & Ceiling 4.17 SF Floor )SC _ cv - - 0.46 SY Flooring 6.42 LF Floor Perimeter 8.17 LF Ceil. Perimeter )set 1 Door 1' 9" X 6' 8" Opens into HALLWAY DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Seal floor or ceiling joist system (shellac) 32.63 SF 1.05 0.73 7.00 41.99 (0.00) 41.99 Seal ceiling joists of smoke odor Batt insulation - 10" - R30 - unfaced batt 32.63 SF 1.28 2.14 8.78 52.69 (23.72) 28.97 Seal stud wall for odor control (shellac) 196.59 SF 0.78 3.77 31.42 188.53 (54.68) 133.85 1/2" drywall - hung, taped, ready for 229.22 SF 1.83 9.17 85.74 514.38 (231.47) 282.91 texture Texture drywall - machine 229.22 SF 0.42 0.73 19.40 116.40 (0.00) 116.40 Seal/prime then paint the walls and ceiling 229.22 SF 0.98 4.40 45.80 274.84 (137.42) 137.42 twice (3 coats) Casing - 2 1/4" 32.17 LF 1.64 2.06 10.98 65.80 (29.61) 36.19 Paint door or window opening - 2 coats 2.00 EA 23.48 0.63 9.52 57.11 (16.56) 40.55 (per side) Closet package - hall/linen (4 shelves 3' 1.00 EA 133.83 5.49 27.86 167.18 (83.61) 83.57 wide) Seal & paint closet shelving - linen closet 1.00 EA 66.89 0.93 13.56 81.38 (40.70) 40.68 Closet shelf and rod package 2.00 LF 17.49 0.64 7.12 42.74 (21.37) 21.37 Seal & paint closet shelving - single shelf 1.00 EA 38.49 0.29 7.76 46.54 (23.28) 23.26 Clean door - bypass set (per side) 2.00 EA 14.35 0.06 5.76 34.52 (0.00) 34.52 Bypass (sliding) door set - Colonist 1.00 EA 145.73 7.34 30.60 183.67 (91.84) 91.83 Paint bypass door set - slab only - 2 coats 2.00 EA 36.70 1.99 15.08 90.47 (26.25) 64.22 (per side) Baseboard - 3 1/4" 22.57 LF 2.70 1.99 12.58 75.51 (33.98) 41.53 Paint baseboard - two coats 22.57 LF 1.07 0.20 4.88 29.23 (14.62) 14.61 Carpet pad 32.63 SF 0.53 1.17 3.70 22.16 (11.10) 11.06 Carpet 37.53 SF 3.24 8.05 25.94 155.59 (77.81) 77.78 15 % waste added for Carpet. Totals: Hallway 51.78 373.48 2,240.73 918.02 1,322.71 17007145 2/22/2018 Page: 14 ProStar Adjusting, LLC PROSTAR ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F: 888-493-5175 Closet 1 11) Door Bathroom 214.00 SF Walls 261.08 SF Walls & Ceiling 5.23 SY Flooring 28.83 LF Ceil. Perimeter 2'6"X6'8" Height: 8' 47.08 SF Ceiling 47.08 SF Floor 26.33 LF Floor Perimeter Opens into HALLWAY DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Seal floor or ceiling joist system (shellac) 47.08 SF 1.05 1.05 10.10 60.58 (0.00) 60.58 Seal ceiling joists of smoke odor Batt insulation - 10" - R30 - unfaced batt 47.08 SF 1.28 3.09 12.68 76.03 (34.21) 41.82 Seal stud wall for odor control (shellac) 214.00 SF 0.78 4.11 34.20 205.23 (59.52) 145.71 Batt insulation - 6" - R19 - unfaced batt 115.36 SF 0.95 5.26 22.98 137.83 (62.03) 75.80 1/2" drywall - hung, taped, ready for 261.08 SF 1.83 10.44 97.64 585.86 (263.64) 322.22 texture Texture drywall - machine 261.08 SF 0.42 0.84 22.10 132.59 (0.00) 132.59 Seal/prime then paint the walls and ceiling 261.08 SF 0.98 5.01 52.18 313.05 (156.54) 156.51 twice (3 coats) Bathroom ventilation fan, light, and heater 1.00 EA 245.16 14.80 52.00 311.96 (155.98) 155.98 Casing - 2 1/4" 17.00 LF 1.64 1.09 5.80 34.77 (15.66) 19.11 Paint door or window opening - 2 coats 1.00 EA 23.48 0.31 4.76 28.55 (8.28) 20.27 (per side) Light bar - 4 lights 1.00 EA 82.00 3.00 17.00 102.00 (51.00) 51.00 Vanity 3.58 LF 130.60 28.07 99.14 594.76 (297.40) 297.36 Countertop - flat laid plastic laminate 3.58 LF 37.25 7.45 28.18 168.99 (84.51) 84.48 Sink - single 1.00 EA 239.94 11.36 50.26 301.56 (150.79) 150.77 Sink faucet - Bathroom 1.00 EA 189.42 9.51 39.78 238.71 (119.37) 119.34 Angle stop valve 3.00 EA 31.66 1.73 19.34 116.05 (58.04) 58.01 P -trap assembly - ABS (plastic) 1.00 EA 54.99 0.48 11.10 66.57 (33.30) 33.27 Medicine cabinet 1.00 EA 163.53 10.92 34.88 209.33 (94.20) 115.13 Interior door unit 1.00 EA 150.86 8.23 31.82 190.91 (95.47) 95.44 Paint door slab only - 2 coats (per side) 2.00 EA 28.20 1.03 11.48 68.91 (34.46) 34.45 Door knob - interior 1.00 EA 42.41 1.71 8.82 52.94 (26.49) 26.45 Bathtub 1.00 EA 801.66 31.86 166.72 1,000.24 (450.11) 550.13 Fiberglass tub surround only 1.00 EA 414.28 15.07 85.88 515.23 (257.62) 257.61 Toilet 1.00 EA 417.27 18.34 87.12 522.73 (235.22) 287.51 Baseboard - 3 1/4" 26.33 LF 2.70 2.32 14.68 88.09 (39.63) 48.46 Paint baseboard - two coats 26.33 LF 1.07 0.23 5.68 34.08 (17.05) 17.03 Baseboard heat - steam or hot water 3.00 LF 24.81 2.88 15.46 92.77 (46.40) 46.37 Floor preparation for resilient flooring 47.08 SF 0.44 0.38 4.22 25.32 (0.00) 25.32 Vinyl floor covering (sheet goods) 54.15 SF 2.80 8.27 31.98 191.87 (95.95) 95.92 15 % waste added for Vinyl floor covering (sheet goods). Vinyl - metal transition strip 11.00 LF 2.74 1.19 6.26 37.59 (18.81) 18.78 17007145 2/22/2018 Page: 15 PRO STAR ProStar Adjusting, LLC ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 CONTINUED - Bathroom DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Totals: Bathroom 210.03 1,084.24 6,505.10 2,961.68 3,543.42 ~'I•',• Bedroom Height: 8' g 368.00 SF Walls 155.17 SF Ceiling Bedroom 523.17 SF Walls & Ceiling 155.17 SF Floor 17.24 SY Flooring 45.17 LF Floor Perimeter 50.17 LF Ceil. Perimeter Door 2' 6" X 6' 8" Opens into HALLWAY -4'to"� Subroom: Closet (1) Height: 8' 151.41 SF Walls 27.02 SF Ceiling 178.43 SF Walls & Ceiling 27.02 SF Floor P 3.00 SY Flooring 18.51 LF Floor Perimeter Battaoom 21.01 LF Ceil. Perimeter Door 2' 6" X 6' 8" Opens into BEDROOM DESCRIPTION QUANTITY UNIT PRICE TAX O&P RC%1 DEPREC. ACV Seal floor or ceiling joist system (shellac) 182.19 SF 1.05 4.08 39.08 234.46 (0.00) 234.46 Seal ceiling joists of smoke odor Batt insulation - 10" - R30 - unfaced batt 182.19 SF 1.28 11.95 49.04 294.19 (132.38) 161.81 Seal stud wall for odor control (shellac) 519.41 SF 0.78 9.97 83.02 498. f3 (144.46) 353.67 Batt insulation - 6" - R19 - unfaced batt 230.00 SF 0.95 10.49 45.80 274.79 (123.67) 151.12 1/2" drywall - hung, taped, ready for 701.60 SF 1.83 28.06 262.40 1,574.39 (708.48) 865.91 texture Texture drywall - machine 701.60 SF 0.42 2.24 59.38 356.29 (0.00) 356.29 Seal/prime then paint the walls and ceiling 701.60 SF 0.98 13.47 140.22 841.26 (420.65) 420.61 twice (3 coats) Ceiling fan & light 1.00 EA 294.29 10.20 60.90 365.39 (182.71) 182.68 Closet shelf and rod package 6.00 LF 17.49 1.92 21.36 128.22 (76.93) 51.29 Seal & paint closet shelving - single shelf 1.00 EA 38.49 0.29 7.76 46.54 (23.28) 23.26 Casing - 2 1/4" 52.00 LF 1.64 3.33 17.72 106.33 (47.86) 58.47 Paint door or window opening - 2 coats 4.00 EA 23.48 1.25 19.04 114.21 (33.12) 81.09 (per side) 17007145 2/22/2018 Page: 16 -• _. ProStar Adjusting, LLC =___ PRD STAR ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 CONTINUED - Bedroom DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Vinyl window, horizontal sliding, 12-23 sf 1.00 EA 252.44 14.65 53.42 320.51 (54.48) 266.03 Additional charge for a retrofit window, 12- 1.00 EA 102.13 1.15 20.66 123.94 (0.00) 123.94 23 sf Window blind - PVC - T'- 14.1 to 20 SF 1.00 EA 108.46 5.29 22.76 136.51 (68.26) 68.25 Window sill 6.00 LF 2.53 0.38 3.12 18.68 (8.40) 10.28 Interior door unit 2.00 EA 150.86 16.47 63.64 381.83 (190.92) 190.91 Door knob - interior 2.00 EA 42.41 3.43 17.64 105.89 (52.95) 52.94 Paint door slab only - 2 coats (per side) 4.00 EA 28.20 2.07 22.98 137.85 (39.97) 97.88 Baseboard heat - steam or hot water 8.00 LF 24.81 7.68 41.24 247.40 (123.70) 123.70 Baseboard -3 1/4" 63.68 LF 2.70 5.60 35.50 213.04 (95.87) 117.17 Paint baseboard - two coats 63.68 LF 1.07 0.56 13.74 82.44 (41.23) 41.21 Carpet pad 182.19 SF 0.53 6.56 20.64 123.76 (61.88) 61.88 Carpet 209.52 SF 3.24 44.92 144.74 868.50 (434.26) 434.24 15 % waste added for Carpet. Totals: Bedroom 206.01 1,265.80 7,594.55 3,065.46 4,529.09 Total: Unit 12 1,151.04 6,060.26 36,359.93 14,694.75 21,665.18 Unit 2 DESCRIPTION Unit 2 QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Rewire - average residence - copper wiring 539.72 SF 2.91 13.82 316.88 1,901.29 (0.00) 1,901.29 Haul debris - per pickup truck load - 1.00 EA 132.30 0.00 26.46 158.76 (0.00) 158.76 including dump fees Total: Unit 2 13.82 343.34 2,060.05 0.00 2,060.05 17007145 2/22/2018 Page: 17 �_RO STAR ProStar Adjusting, LLC ___ P = _ ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 ` "�_°;, Living Room f I' X12' 6" r H Filehen Living Room __.II 1 Ftryer/tn'(rvry Ir s•-� -12' T Missing Wall - Goes to Floor Missing Wall Missing Wall Missing Wall Height: 8' 357.56 SF Walls 181.60 SF Ceiling 539.16 SF Walls & Ceiling 181.60 SF Floor 20.18 SY Flooring 44.17 LF Floor Perimeter 47.33 LF Ceil. Perimeter 3'2" X 6'8" Opens into KITCHEN .3'6" X 8' Opens into FOYER ENTRY 3'2" X 8' Opens into FOYER -ENTRY 21211 X 8' Opens into HALLWAY DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Seal floor or ceiling joist system (shellac) 181.60 SF 1.05 4.07 38.96 233.71 (0.00) 233.71 Seal ceiling joists of smoke odor Batt insulation - 10" - R30 - unfaced batt 181.60 SF 1.28 11.91 48.88 293.24 (131.96) 161.28 Seal stud wall for odor control (shellac) 357.56 SF 0.78 6.86 57.16 342.92 (99.45) 243.47 Batt insulation - 6" - R19 - unfaced batt 184.00 SF 0.95 8.39 36.64 219.83 (98.92) 120.91 1/2" drywall - hung, taped, ready for 539.16 SF 1.83 21.57 201.66 1,209.89 (544.45) 665.44 texture Texture drywall - machine 539.16 SF 0.42 1.73 45.64 273.82 (0.00) 273.82 Seal/prime then paint the walls and ceiling 539.16 SF 0.98 10.35 107.76 646.49 (323.25) 323.24 twice (3 coats) Casing - 2 1/4" 20.00 LF 1.64 1.28 6.82 40.90 (18.40) 22.50 Paint door or window opening - 2 coats 2.00 EA 23.48 0.63 9.52 57.11 (16.56) 40.55 (per side) Window AC unit * 1.00 EA 352.66 19.22 74.38 446.26 (223.14) 223.12 Clean window unit (per side) 10 - 20 SF 1.00 EA 14.97 0.00 3.00 17.97 (3.04) 14.93 Window blind - PVC - 2" - 20.1 to 32 SF 1.00 EA 142.15 7.03 29.84 179.02 (8952) 89.50 Window sill 6.00 LF 2.53 0.38 3.12 18.68 (8.40) 10.28 Baseboard heat - steam or hot water 12.50 LF 24.81 12.00 64.42 386.55 (193.29) 193.26 Baseboard - 3 1/4" 44.17 LF 2.70 3.89 24.64 147.79 (66.50) 81.29 Paint baseboard - two coats 44.17 LF 1.07 0.39 9.54 57.19 (28.61) 28.58 Carpet pad 181.60 SF 0.53 6.54 20.56 123.35 (61.68) 61.67 Carpet 208.84 SF 3.24 44.78 144.28 865.70 (432.85) 432.85 15 % waste added for Carpet. Totals: Living Room 161.02 926.82 5,560.42 2,340.02 3,220.40 17007145 2/22/2018 Page: 18 PRO STAR ProStar Adjusting, LLC ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 IIFoyer/Entry Height: 8' Foyer En N 12.67 SF Walls 11.61 SF Ceiling M 24.28 SF Walls & Ceiling 11.61 SF Floor 1.29 SY Flooring 1.17 LF Floor Perimeter 3.67 LF Ceil. Perimeter Missing Wall 3' 6" X 8' Opens into LIVING_ROOM Missing Wall 3' 2" X 8' Opens into LIVING_ROOM Door 2' 6" X 6' 8" Opens into Exterior Missing Wall 31211 X 8' Opens into KITCHEN DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Seal floor or ceiling joist system (shellac) 11.61 SF 1.05 0.26 2.50 14.95 (0.00) 14.95 Seat ceiling joists of smoke odor Batt insulation - 10" - R30 - unlaced batt 11.61 SF 1.28 0.76 3.14 18.76 (8.45) 10.31 Seal stud wall for odor control (shellac) 12.67 SF 0.78 0.24 2.02 12.14 (3.52) 8.62 Batt insulation - 6" - R19 - unlaced batt 12.67 SF 0.95 0.58 2.52 15.14 (6.82) 8.32 1/2" drywall - hung, taped, ready for 24.28 SF 1.83 0.97 9.08 54.48 (24.51) 29.97 texture Texture drywall - machine 24.28 SF 0.42 0.08 2.06 12.34 (0.00) 12.34 Seal/prime then paint the walls and ceiling 24.28 SF 0.98 0.47 4.86 29.12 (14.58) 14.54 twice (3 coats) Casing - 2 1/4" 20.00 LF 1.64 1.28 6.82 40.90 (18.40) 22.50 Paint door or window opening - 2 coats 1.00 EA 23.48 0.31 4.76 28.55 (8.28) 20.27 (per side) Paint door stab only - 2 coats (per side) 2.00 EA 28.20 1.03 11.48 68.91 (20.00) 48.91 Baseboard - 3 1/4" 1.17 LF 2.70 0.10 0.66 3.92 (1.76) 2.16 Paint baseboard - two coats 1.17 LF 1.07 0.01 0.26 1.52 (0.78) 0.74 Floor preparation for resilient flooring 11.61 SF 0.44 0.09 1.04 6.24 (0.00) 6.24 Vinyl floor covering (sheet goods) 13.35 SF 2.80 2.04 7.88 47.30 (23.65) 23.65 15 %waste added for Vinyl floor covering (sheet goods). Vinyl -metal transition-sh7g 1.17 LF 2.74 0.13 0.66 4.00 (2.02) 1.98 Totals: Foyer/Entry 8.35 59.74 358.27 132.77 225.50 17007145 2/22/2018 Page: 19 PRDSTAR ProStar Adjusting, LLC ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 Zciosa s a" Kitcher Closet Cd) Fo}edE�yS'2" H5'6"y Missing Wall Missing Wall - Goes to Floor Missing Wall DESCRIPTION Seat floor or ceiling joist system (shellac) Seal ceiling joists of smoke odor Batt insulation - 10" - R30 - unfaced batt Seal stud wall for odor control (shellac) Batt insulation - 6" - R19 - unfaced batt 1/2" drywall - hung, taped, ready for texture Texture drywall - machine Seal/prime then paint the walls and ceiling twice (3 coats) Ceiling fan & light Light fixture Casing - 2 1/4" Paint door or window opening - 2 coats (per side) Vinyl window, horizontal sliding, 12-23 sf Additional charge for a retrofit window, 12- 23 sf Window blind - PVC - 21- 14.1 to 20 SF Window sill Cabinetry - upper (wall) units - High grade Cabinetry - lower (base) units - High grade Countertop - flat laid plastic laminate Kitchen Sink - single basin Sink faucet - Kitchen Angle stop valve P -trap assembly - ABS (plastic) Range - slide in - electric Refrigerator - top freezer - 18 to 22 cf Microwave oven - over range w/built-in hood Baseboard heat - steam or hot water Baseboard - 3 1/4" 17007145 Height: 8' 268.89 SF Walls 84.60 SF Ceiling 353.49 SF Walls & Ceiling 84.60 SF Floor 9.40 SY Flooring 33.08 LF Floor Perimeter 36.25 LF Ceil. Perimeter 312" X 8' Opens into FOYER -ENTRY 3' 2" X 6' 8" Opens into LIVING_ROOM 4' S" X 8' Opens into HALLWAY QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV 84.60 SF 1.05 1.90 18.14 108.87 (0.00) 108.87 84.60 SF 1.28 5.55 22.78 136.62 (61.49) 75.13 268.89 SF 0.78 5.16 42.98 257.87 (74.78) 183.09 172.72 SF 0.95 7.88 34.40 206.36 (92.87) 113.49 353.49 SF 1.83 14.14 132.20 793.23 (356.94) 436.29 353.49 SF 0.42 1.13 29.92 179.52 (0.00) 179.52 353.49 SF 0.98 6.79 70.64 423.85 (211.93) 211.92 1.00 EA 294.29 10.20 60.90 365.39 (182.71) 182.68 1.00 EA 63.64 2.64 13.24 79.52 (39.76) 39.76 32.00 LF 1.64 2.05 10.92 65.45 (29.46) 35.99 4.00 EA 23.48 1.25 19.04 114.21 (33.12) 81.09 1.00 EA 252.44 14.65 53.42 320.51 (54.48) 266.03 1.00 EA 102.13 1.15 20.66 123.94 (0.00) 123.94 1.00 EA 108.46 5.29 22.76 136.51 (68.26) 68.25 4.00 LF 2.53 0.25 2.08 12.45 (5.60) 6.85 10.50 LF 142.82 92.58 318.44 1,910.63 (955.32) 955.31 3.50 LF 190.34 44.17 142.08 852.44 (426.23) 426.21 5.50 LF 37.25 11.44 43.26 259.58 (129.80) 129.78 1.00 EA 295.94 15.84 62.34 374.12 (187,07) 187.05 LOQEA 208.47 11.04 43.90 263.41 (131.72) 131.69 2.00 EA 31.66 1.15 12.90 77.37 (38.70) 38.67 1.00 EA 54.99 0.48 11.10 66.57 (33.30) 33.27 1.00 EA 1,350.10 102.11 290.44 1,742.63 (871.33) 871.32 1.00 EA 761.68 59.12 164.16 984.96 (492.48) 492.48 1.00 EA 442.86 22.04 92.98 557.88 (278.95) 278.93 6.00 LF 24.81 5.76 30.94 185.56 (92.79) 92.77 33.08 LF 2.70 2.91 18.44 110.67 (49.80) 60.87 2/22/2018 Page: 20 PROSTAR Pro5tar Adjusting, LLC ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F: 888-493-5175 CONTINUED - Kitchen DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Paint baseboard - two coats 33.08 LF 1.07 0.29 7.14 42.83 (21.43) 21.40 Floor preparation for resilient flooring 84.60 SF 0.44 0.68 7.58 45.48 (0.00) 45.48 Vinyl floor covering (sheet goods) 97.29 SF 2.80 14.87 57.46 344.74 (172.39) 172.35 15 % waste added for Vinyl floor covering (sheet goods). Vinyl - metal transition strip 11.00 LF 2.74 1.19 6.26 37.59 (18.81) 18.78 Totals: Kitchen 465.70 1,863.50 11,180.78 5,111.52 6,069.26 cit (I�I -4' 6" Bathroom Hallway 89.26 SF Walls iwV C ��r'z 113.55 SF Walls & Ceiling 2.70 SY Flooring I, ft'z J� 18.24 LF Ceil. Perimeter Door Door Missing Wall. Missing Wall 2'6"X6'8" 2,6"X6'8" 415"X8' 2'2"X8' t Door 53.67 SF Walls 57.83 SF Walls & Ceiling 0.46 SY Flooring 8.17 LF Ceil. Perimeter 1'9''X6'8" Height: 8' 24.30 SF Ceiling 24.30 SF Floor 9.74 LF Floor Perimeter Opens into BEDROOM Opens into BATHROOM Opens into KITCHEN Opens into LIVING -ROOM Height: 8' 4.17 SF Ceiling 4.17 SF Floor 6.42 LF Floor Perimeter Opens into HALLWAY 17007145 2/22/2018 Page: 21 �=RO STAR ProStar Adjusting, LLC _' P _-- ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 Qu6rnnm• f l -d 7 01 (T 53.67 SF Walls 57.83 SF Walls & Ceiling 0.46 SY Flooring 8.17 LF Ceil. Perimeter Height: 8' 4.17 SF Ceiling 4.17 SF Floor 6.42 LF Floor Perimeter Door 1' 9" X 6' 8" Opens into HALLWAY DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Seal floor or ceiling joist system (shellac) 32.63 SF 1.05 0.73 7.00 41.99 (0.00) 41.99 Seal ceiling joists of smoke odor Batt insulation - 10" - R30 - unlaced batt 32.63 SF 1.28 2.14 8.78 52.69 (23.72) 28.97 Seal stud wall for odor control (shellac) 196.59 SF 0.78 3.77 31.42 188.53 (54.68) 133.85 1/2" drywall - hung, taped, ready for 229.22 SF 1.83 9.17 85.74 514.38 (231.47) 282.91 texture Texture drywall - machine 229.22 SF 0.42 0.73 19.40 116.40 (0.00) 116.40 Seal/prime then paint the walls and ceiling 229.22 SF 0.98 4.40 45.80 274.84 (137.42) 137.42 twice (3 coats) Casing - 2 1/4" 32.17 LF 1.64 2.06 10.98 65.80 (29.61) 36.19 Paint door or window opening - 2 coats 2.00 EA 23.48 0.63 9.52 57.11 (16.56) 40.55 (per side) Closet package - hall/]inen (4 shelves 3' 1.00 EA 133.83 5.49 27.86 167.18 (83.61) 83.57 wide) Seal & paint closet shelving - linen closet 1.00 EA 66.89 0.93 13.56 81.38 (40.70) 40.68 Closet shelf and rod package 2.00 LF 17.49 0.64 7.12 42.74 (21.37) 21.37 Seal & paint closet shelving - single shelf 1.00 EA 38.49 0.29 7.76 46.54 (23.28) 23.26 Clean door - bypass set (per side) 2.00 EA 14.35 0.06 5.76 34.52 (0.00) 34.52 Bypass (sliding) door set - Colonist 1.00 EA 145.73 7.34 30.60 183.67 (91.84) 91.83 Paint bypass door set - slab only - 2 coats 2.00 EA 36.70 1.99 15.08 90.47 (26.25) 64.22 (per side) Baseboard - 3 1/4" 22.57 LF 2.70 1.99 12.58 75.51 (33.98) 41.53 Paint baseboard - two coats 22.57 LF 1.07 0.20 4.88 29.23 (14.62) 14.61 Carpet pad 32.63 SF 0.53 1.17 3.70 22.16 (11.10) 11.06 Carpet 37.53 SF 3.24 8.05 25.94 155.59 (77.81) 77.78 15 % waste added for Carpet. Totals: Hallway 51.78 373.48 2,240.73 918.02 1,322.71 17007145 2/22/2018 Page: 22 ,� - RO STAR ProStar Adjusting, LLC =__: P _ -- ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 Bathroom cls t 1 214.00 SF Walls e = 261.08 SF Walls & Ceiling a j 5.23 SY Flooring 1 28.83 LF Ceil. Perimeter Cbsec 2ar-s a° CI".0 o Door 2' 6" X 6' 8" DESCRIPTION QUANTITY UNIT PRICE TAX Height: 8' 47.08 SF Ceiling 47.08 SF Floor 26.33 LF Floor Perimeter Opens into HALLWAY O&P RCV DEPREC. ACV Seal floor or ceiling joist system (shellac) 47.08 SF 1.05 1.05 10.10 60.58 (0.00) 60.58 Seal ceiling joists of smoke odor Batt insulation - 10" - R30 - unfaced batt 47.08 SF 1.28 3.09 12.68 76.03 (34.21) 41.82 Seal stud wall for odor control (shellac) 214.00 SF 0.78 4.11 34.20 205.23 (59.52) 145.71 Batt insulation - 6" - R19 - unfaced batt 115.36 SF 0.95 5.26 22.98 137.83 (62.03) 75.80 1/2" drywall - hung, taped, ready for 261.08 SF 1.83 10.44 97.64 585.86 (263.64) 322.22 texture Texture drywall - machine 261.08 SF 0.42 0.84 22.10 132.59 (0.00) 132.59 Seal/prime then paint the walls and ceiling 261.08 SF 0.98 5.01 52.18 313.05 (156.54) 156.51 twice (3 coats) Bathroom ventilation fan, light, and heater 1.00 EA 245.16 14.80 52.00 311.96 (155.98) 155.98 Casing - 2 1/4" 17.00 LF 1.64 1.09 5.80 34.77 (15.66) 19.11 Paint door or window opening - 2 coats 1.00 EA 23.48 0.31 4.76 28.55 (8.28) 20.27 (per side) Light bar - 4 lights 1.00 EA 82.00 3.00 17.00 102.00 (51.00) 51.00 Vanity 3.58 LF 130.60 28.07 99.14 594.76 (297.40) 297.36 Countertop - flat laid plastic laminate 3.58 LF 37.25 7.45 28.18 168.99 (84.51) 84.48 Sink - single 1.00 EA 239.94 11.36 50.26 301.56 (150.79) 150.77 Sink faucet - Bathroom 1.00 EA 189.42 9.51 39.78 238.71 (119.37) 119.34 Angle stop valve 3.00 EA 31.66 1.73 19.34 116.05 (58.04) 58.01 P -trap assembly - ABS (plastic) 1.00 EA 54.99 0.48 11.10 66.57 (33.30) 33.27 Medicine cabinet 1.00 EA 163.53 10.92 34.88 209.33 (94.20) 115.13 Interior door unit 1.00 EA 150.86 8.23 31.82 190.91 (95.47) 95.44 Paint door slab only - 2 coats (per side) 2.00 EA 28.20 1.03 11.48 68.91 (34.46) 34.45 Door knob - interior 1.00 EA 42.41 1.71 8.82 52.94 (26.49) 26.45 Bathtub 1.00 EA 801.66 31.86 166.72 1,000.24 (450.11) 550.13 Fiberglass tub surround only 1.00 EA 414.28 15.07 85.88 515.23 (257.62) 257.61 Install Toilet 1.00 EA 187.98 0.00 37.60 225.58 (101.51) 124.07 Baseboard - 3 1/4" 26.33 LF 2.70 2.32 14.68 88.09 (39.63) 48.46 Paint baseboard - two coats 26.33 LF 1.07 0.23 5.68 34.08 (17.05) 17.03 Baseboard heat - steam or hot water 3.00 LF 24.81 2.88 15.46 92.77 (46.40) 46.37 Floor preparation for resilient flooring 47.08 SF 0.44 0.38 4.22 25.32 (0.00) 25.32 Vinyl floor covering (sheet goods) 54.15 SF 2.80 8.27 31.98 191.87 (95.95) 95.92 15 %waste added for Vinyl floor covering (sheet goods). Vinyl - metal transition strip 11.00 LF 2.74 1.19 6.26 37.59 (18.81) 18.78 17007145 2/22/2018 Page: 23 --4 - ProStar Adjusting, LLC PROSTAR _ ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F: 888-493-5175 DESCRIPTION Totals: Bathroom Door @-4' io"-+ CONTINUED - Bathroom QUANTITY UNIT PRICE TAX O&P 191.69 1,034.72 Bedroom 368.00 SF Walls 523.17 SF Walls & Ceiling 17.24 SY Flooring 50.17 LF Ceil. Perimeter 2'6"X6'8" Subroom: Closet (1) RCV DEPREC. ACV 6,207.95 2,827.97 3,379.98 Height: 8' 155.17 SF Ceiling 155.17 SF Floor 45.17 LF Floor Perimeter Opens into HALLWAY Height: 8' 4'6"' 151.41 SF Walls 27.02 SF Ceiling )QD Z-4 178.43 SF Walls & Ceiling 27.02 SF Floor 3.00 SY Flooring 18.51 LF Floor Perimeter 10 Bathroom 21.01 LF Ceil. Perimeter Door 2' 6" X 6' 8" Opens into BEDROOM DESCRIPTION QUANTITY UNIT PRICE TAX O&P RCV DEPREC. ACV Seal floor or ceiling joist system (shellac) 182.19 SF 1.05 4.08 39.08 234.46 (0.00) 234.46 Seal ceiling joists of smoke odor Batt insulation - 10" - R30 - unlaced batt 182.19 SF 1.28 11.95 49.04 294.19 (132.38) 161.81 Seal stud wall for odor control (shellac) 519.41 SF 0.78 9.97 83.02 498.13 (144.46) 353.67 Batt insulation - 6" - R19 - unlaced batt 230.00 SF 0.95 10.49 45.80 274.79 (123.67) 151.12 1/2" drywall -,hung, taped, ready for 701.60 SF 1.83 28.06 262.40 1,574,39 (708.48) 865.9,1 texture Texture drywall - machine 701.60 SF 0.42 2.24 59.38 356.29 (0.00) 356.29 Seal/prime then paint the walls and ceiling 701.60 SF 0.98 13.47 140.22 841.26 (420.65) 420.61 twice (3 coats) Ceiling fan & light 1.00 EA 294.29 10.20 60.90 365.39 (182.71) 182.68 Closet shelf and rod package 6.00 LF 17.49 1.92 21.36 128.22 (76.93) 51.29 Seal & paint closet shelving - single shelf 1.00 EA 38.49 0.29 7.76 46.54 (23.28) 23.26 Casing - 2 1/4" 52.00 LF 1.64 3.33 17.72 106.33 (47.86) 58.47 Paint door or window opening - 2 coats 4.00 EA 23.48 1.25 19.04 114.21 (33.12) 81.09 (per side) 17007145 2/22/2018 Page: 24 �_- RD STAR ProStar Adjusting, LLC -__- P ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 CONTINUED - Bedroom DESCRIPTION QUANTITY UNTT PRICE TAX O&P RCV DEPREC. ACV Clean window unit (per side) 10 - 20 SF 1.00 EA 14.97 0.00 3.00 17.97 (3.04) 14.93 Window blind - PVC - 2" - 14.1 to 20 SF 1.00 EA 108.46 5.29 22.76 136.51 (68.26) 68.25 Window sill 6.00 LF 2.53 0.38 3.12 18.68 (8.40) 10.28 Interior door unit 2.00 EA 150.86 16.47 63.64 381.83 (190.92) 190.91 Door knob - interior 2.00 EA 42.41 3.43 17.64 105.89 (52.95) 52.94 Paint door slab only - 2 coats (per side) 4.00 EA 28.20 2.07 22.98 137.85 (39.97) 97.88 Baseboard heat - steam or hot water 8.00 LF 24.81 7.68 41.24 247.40 (123.70) 123.70 Baseboard - 3 1/4" 63.68 LF 2.70 5.60 35.50 213.04 (95.87) 117.17 Paint baseboard - two coats 63.68 LF 1.07 0.56 13.74 82.44 (41.23) 41.21 Carpet pad 182.19 SF 0.53 6.56 20.64 123.76 (61.88) 61.88 Carpet 209.52 SF 3.24 44.92 144.74 868.50 (434.26) 434.24 15 % waste added for Carpet. Totals: Bedroom 190.21 1,194.72 7,168.07 3,014.02 4,154.05 Total: Unit 2 1,082.57 5,796.32 34,776.27 14,344.32 20,431.95 Line Item Totals: 17007145 2,806.81 48,987.44 367,490.90 93,110.85 274,380.05 Grand Total Areas: 4,707.33 SF Walls 1,619.15 SF Floor 0.00 SF Long Wall 1,619.15 Floor Area 2,596.00 Exterior Wall Area 0.00 Surface Area 0.00 Total Ridge Length 1,619.1-5 SF Ceiling 179.91 SY Flooring 0.00 SF Short Wall 1,780.73 Total Area 294.00 Exterior Perimeter of Walls 0.00 Number of Squares 0.00 Total Hip Length 6,326.48 -SF-Walls and Ceiling 573.00 LF Floor Perimeter 665.50 LF Ceil. Perimeter 4,707.33 Interior Wall Area 0.00 Total Perimeter Length 17007145 2/22/2018 Page: 25 4' PROSTAR ProStar Adjusting, LLC _ --_ ADJUSTING P.O. Box 2649 Wylie, TX 75098 T:866-620-0994 F:888-493-5175 Summary for Building Line Item Total 315,696.65 Material Sales Tax 2,806.81 Subtotal 318,503.46 Overhead 24,493.72 Profit 24,493.72 Replacement Cost Value $367,490.90 Less Depreciation (93,110.85) Actual Cash Value $274,380.05 Less Deductible (5,000.00) Net Claim $269,380.05 Total Recoverable Depreciation 93,110.85 Net Claim if Depreciation is Recovered $362,490.90 Kevin Williamson 17007145 2/22/2018 Page: 26 Unit 2 i 111711 i 4' 10" -1 5' 6" --i 21' 11" 17007145 2/22/2018 Page: 27 Unit 12 111711 4' 1.0" -1 5' 6" -� cwt 17007145 2/22/2018 Page: 28 Unit 13 i 5' 6"-- �-4' 10"X 11' Tv i 21' 11" 17007145 2;22;2078 Page:29 DESIGN CRITERIA BUILDING CODE: 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) WITH ASCE7-10 DESIGN PROCEDURES AND APPLICABLE LOCAL AMENDMENTS. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS THEREIN. THESE CONSTRUCTION DOCUMENTS WERE PREPARED BY RIVET ENGINEERING GROUP, LLC ACTING AS THE ENGINEER OF RECORD FOR THE REPAIR PROJECT. THE PROJECT CONSTITUTES A REPAIR UNDER THE CURRENT BUILDING CODE. THIS PROPERTY WAS ORIGINALLY CONSTRUCTED UNDER A PREVIOUS BUILDING CODE AND MUST CONFORM TO THE MINIMUM STANDARDS OF THAT CODE. NEW CONSTRUCTION MUST CONFORM TO THE CURRENT BUILDING CODE. ROOF SNOW LOAD = 30PSF ROOF DEAD LOAD = 25PSF TOTAL (GRAVEL BALLASTED BUR) FLOOR LIVE LOAD = 40PSF FLOOR DEAD LOAD = 25PSF TOTAL (GYPCRETE) WIND SPEED (Vult) = 129MPH EXPOSURE CATEGORY: B SOIL SITE CLASS: D SEISMIC DESIGN CATEGORY: B GENERAL CONSTRUCTION NOTES A. THE FOLLOWING GENERAL REQUIREMENTS FOR MATERIALS AND WORKMANSHIP APPLY UNLESS NOTED OTHERWISE ON THESE DRAWINGS OR SUBSEQUENT DOCUMENTS ISSUED BY ENGINEER. B. PRODUCT SUBSTITUTIONS OR CHANGES TO THESE DOCUMENTS MUST BE APPROVED BY THE ENGINEER. DEVIATIONS FROM THESE DRAWINGS DOES NOT IMPLY ACCEPTANCE BY ENGINEER. C. PERIODIC CONSTRUCTION OBSERVATIONS BY ENGINEER DO NOT NECESSARILY CONSTITUTE "SPECIAL INSPECTIONS" NOR DO THEY NECESSARILY MEET THE BUILDING DEPARTMENT'S REQUIREMENTS FOR INSPECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND PASSING THE INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT. D. THESE DRAWINGS INDICATE THE COMPLETED STRUCTURE WITH THE ELEMENTS IN THEIR FINAL POSITION. THE CONTRACTOR SHALL ASSEMBLE THE VARIOUS ELEMENTS, IN THE PROPER SEQUENCE, WITH ADEQUATE SHORING AND BRACING DURING CONSTRUCTION TO ACHIEVE THE FINAL CONDITIONS DETAILED ON THESE DOCUMENTS. E. SHOP DRAWINGS SUBMITTED TO ENGINEER ARE REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN SHOWN HEREIN. ENGINEER IS NOT RESPONSIBLE FOR CHECKING QUANTITIES, DIMENSIONS, OR COORDINATING SHOP DRAWINGS WITH OTHER TRADES. F. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS, COORDINATE WITH EXISTING CONDITIONS AND OTHER PROJECT DOCUMENTS (IF ANY) FOR DIMENSION VERIFICATION. G. DIMENSIONS INDICATED FOR EXISTING CONDITIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION BY CONTRACTOR PRIOR TO FABRICATION AND INSTALLATION OF NEW MATERIALS. H. GENERAL CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR THIS PROJECT. NOTIFY ENGINEER OF OMISSIONS, CONFLICTS, OR DISCREPANCIES BETWEEN THESE DRAWINGS AND THE DRAWINGS (IF ANY) FOR OTHER TRADES OR EXISTING CONDITIONS. COORDINATE REQUIREMENTS FOR MECHANICAL / ELECTRICAL / PLUMBING / HVAC OR OTHER PENETRATIONS THROUGH STRUCTURAL MEMBERS WITH ENGINEER PRIOR TO INSTALLATION. ENGINEER ASSUMES NO LIABILITY FOR JOBSITE SAFETY. I. DETAILS FOR CONDITIONS NOT SPECIFICALLY SHOWN ON THESE DRAWINGS SHALL BE CONSTRUCTED IN A MANNER SIMILAR TO THE DETAILS THAT ARE SHOWN FOR LIKE CONDITIONS. CONDITIONS THAT MAY NOT BE ADEQUATELY DETAILED SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR REVIEW AND CLARIFICATION PRIOR TO CONSTRUCTION. J. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ENGINEER TO SCHEDULE SITE OBSERVATION VISITS DURING CONSTRUCTION. ENGINEER RESERVES THE RIGHT TO PERFORM OBSERVATIONS OF THE ONGOING CONSTRUCTION ACTIVITY FOR PURPOSES OF VERIFICATION AND DOCUMENTATION, THESE DRAWINGS MAY BE REVISED BY ENGINEER VIA SUPPLEMENTAL DOCUMENTS AS NEEDED DURING CONSTRUCTION PENDING FURTHER OBSERVATION AND FIELD VERIFICATION OF EXISTING CONDITIONS. K. DESPITE SIGNIFICANT EFFORTS TO PROVIDE A COMPLETE AND CLEAR SET OF CONSTRUCTION DOCUMENTS, DISCREPANCIES OR OMISSIONS MAY OCCUR. RELEASE OF THESE DRAWINGS ANTICIPATES COOPERATION AND CONTINUED COMMUNICATION BETWEEN THE ENGINEER, THE CONTRACTOR, AND THE OWNER TO ACHIEVE SUCCESSFUL COMPLETION OF THE PROJECT. THESE DRAWINGS HAVE BEEN PREPARED FOR USE BY A QUALIFIED CONTRACTOR EXPERIENCED IN THE CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED HEREIN. CONCRETE POST -ANCHORAGE REQUIREMENTS A. EPDXY ANCHORS FOR CONCRETE SHALL BE "HILTI" HY-200 OR "SIMPSON" SET XP HIGH STRENGTH ANCHORING ADHESIVE OR OTHER EQUIVALENT PRODUCT PRE -APPROVED BY ENGINEER. B. STEEL ANCHOR RODS FOR EPDXIED ANCHORS SHALL BE GALVANIZED ASTM F1554 GRADE 36 OR 55. GALVANIZED ASTM A36 ANCHORS ARE ALSO ACCEPTABLE. C. MECHANICAL ANCHORS FOR CONCRETE SHALL BE "HILTI" KWIK BOLT 3, "SIMPSON" TITEN HD ANCHORS, "REDHEAD" TRUBOLT ANCHORS, OR OTHER EQUIVALENT PRODUCT PRE -APPROVED BY ENGINEER. D. POWDER -ACTUATED FASTENERS INDICATED HEREIN SHALL BE MANUFACTURED BY HILTI USA FASTENERS. SUBSTITUTIONS MAY BE ALLOWED UPON PRIOR APPROVAL FROM ENGINEER. STRUCTURAL WOOD FRAMING REQUIREMENTS A. WOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS) B. SAWN LUMBER FOR STRUCTURAL FRAMING SHALL COMPLY WITH THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB). C. MAXIMUM MOISTURE CONTENT AT TIME OF INSTALL IS 19%. D. LUMBER PRODUCTS SHALL BEAR THE GRADE STAMP OF AN APPROVED LUMBER GRADING AGENCY. E. WOOD FRAMING MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR -LARCH #2 GRADE OR BETTER. LVL MEMBERS SHALL BE SEPARATED FROM CONTACT WITH CONCRETE BY A WATERPROOF MEMBRANE OR PRESSURE TREATED WOOD. F. 2x AND 4x FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH #2 GRADE OR BETTER. G. ENGINEERED LUMBER SUCH AS WOOD I -JOISTS OR LAMINATED VENEER LUMBER (LVL) SHALL BE MANUFACTURED BY "BOISE CASCADE ENGINEERED WOOD PRODUCTS" OR EQUIVALENT. UNLESS NOTED OTHERWISE, "LVL" REFERS TO VERSA -LAM 2.0E 2800Fb PRODUCT. THESE PRODUCTS SHALL BE MANUFACTURED, SHIPPED, STORED, HANDLED, AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE JOIST BLOCKING, WEB STIFFENERS, FILLER BLOCKS, BACKER BLOCKS, RIMBOARDS, AND RIM BLOCKING PER THE MANUFACTURER'S RECOMMENDATIONS. H. WOOD STRUCTURAL PANELS FOR WALL, FLOOR, AND ROOF SHEATHING MAY BE NAILED OR SCREWED TO SUPPORTING FRAMING MEMBERS IN ACCORDANCE WITH THE BUILDING CODE AND THESE DRAWINGS. APA RATED ADHESIVES MAY ALSO BE USED. PANEL EDGES AT SHEAR WALLS SHALL BE BLOCKED SOLID, I. BUILT-UP POSTS AND STUDPACKS SHALL CONSIST OF INDIVIDUAL STUDS NAILED TOGETHER WITH (2) ROWS OF 10d NAILS @ 8"O.C. ALONG EACH STUD. J. PROVIDE SOLID BLOCKING OR FRAMING BELOW POSTS, STUDPACKS, AND BEAM BEARING LOCATIONS CONTINUOUSLY DOWN TO FOUNDATION OR TRANSFER BEAMS INDICATED ON THE PLANS. BLOCKING SIZE SHALL MATCH THE SIZE OF THE POST, STUDPACK, OR BEAM BEARING AREA. SINGLE TRIM STUDS DO NOT REQUIRE CONTINUOUS BLOCKING. MULTIPLE TRIM STUDS REQUIRE CONTINUOUS BLOCKING. K. BUILT-UP BEAMS SHALL CONSIST OF INDIVIDUAL MEMBERS NAILED TOGETHER WITH (2) ROWS OF 10d NAILS @ 12"O.C. OR BOLTED TOGETHER WITH (2) ROWS OF YZ"O BOLTS SPACED AT 24"O.C. L. PLANS INDICATE COMMON NAIL SIZES UNLESS NOTED OTHERWISE. MINIMUM NAILING SCHEDULES SHALL BE PER THE 2015 IBC TABLE 2304.10.1 M. BOLTS USED FOR FRAMING CONNECTIONS SHALL BE ASTM A307 (Gr.A) AND INCLUDE STANDARD WASHERS AND NUTS. N. LEDGERLOK AND SIMILAR HIGH-STRENGTH FASTENERS SHALL BE INSTALLED AS AS SHOWN AD REQUIRED BY THE MANUFACTURER,FASTENMASTER. 0. FRAMING CONNECTORS PROVIDED BY SIMPSON STRONG -TIE OR USP CONNECTORS SHALL BE ATTACHED USING STANDARD FASTENERS IN EACH OF THE MANUFACTURER'S RECOMMENDED HOLE LOCATIONS. DRAWINGS TYPICALLY INDICATE SIMPSON PRODUCTS, BUT OTHER PRODUCTS MAY BE USED PENDING STRUCTURAL ENGINEER'S APPROVAL. P. WOOD NAILER PLATES INSTALLED OVER CONCRETE WALLS OR BEAMS OR OVER STEEL BEAMS SHALL BE RIPPED TO MATCH THE WIDTH OF THE COVERED SURFACE. Q. WOOD USED FOR EXPOSED EXTERIOR APPLICATIONS SHALL BE MOISTURE SEALED UNLESS A NATURALLY DECAY RESISTANT SPECIES SUCH AS CEDAR OR REDWOOD IS USED. R. CONTRACTOR SHALL NOT CUT, NOTCH, OR OTHERWISE MODIFY JOISTS, BEAMS, OR TRUSSES WITHOUT CONSENT OF THE STRUCTURAL ENGINEER OF RECORD. S. PROVIDE SOLID BLOCKING BETWEEN RAFTERS, JOISTS, BEAMS, TRUSSES, AND OTHER STRUCTURAL FRAMING MEMBERS AT LOAD-BEARING SUPPORT LOCATIONS. �mr Why of � C�Ridge �rNDeve�dvr APPROVED ftylow for Code Compumce rl3eex E ns ;ner Date . tArr nxmalce a�'a perma � ap{waw9 ¢` Mona aprcijn.auaesa aodcwnpWeciana alb rot bra pe^mii jw, wan cppvvo%9. any viDlarim to s>y+oJ tAr pa+a+s+v++a u/tMr euc`�ng c®ae w cporrp t,sy oFd:�+,asces. �r.maen prswA 'S1 to ftwor#y to vbwv cicwucf "w wcvmloes3 of the ?. W ape o mux i of tha ;dty stwit sae & aurid. �l Q v LL �7 U L V) �m z m 0O � O 00 D m U LL LLI Q (D 00 � Q 3 W Ln N 0) TF. �/ , U O �1 -- ` OHO •• ••. � ';, 44704 Q�ONAL DESIGN by: JRW REVIEW by: J8P DATE: FEB 5. MIR RFVTCMK — __ No. No. � �S cc 0jp 17 0 Z Z '_ul W� z x �S z Z iwW '9 i Q v LL �7 U L V) �m z m 0O � O 00 D m U LL LLI Q (D 00 � Q 3 W Ln N 0) TF. �/ , U O �1 -- ` OHO •• ••. � ';, 44704 Q�ONAL DESIGN by: JRW REVIEW by: J8P DATE: FEB 5. MIR RFVTCMK — __ No. No. w 0 ¢ m w w LL'a a O Ln J y Lj z av a 4U') O N ti J W �-y M Z U ¢ Q a. c� w U O Lu LU 0 Z ¢ z N Lu zW z9 �v Lu Q a LAQ ti 13'-1" FOUNDATION TO POST f3' CEILING HT, TYP. IN CRAWL SPACE FOUNDATION PLAN NOTES: 1. DO NOT SCALE THESE DRAWINGS. 2. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS ARE INDICATED ON PLAN WITH INITIALS, THUS: 13'-8" FOUNDATION TO POST T.O.F. = TOP OF FOOTING T.O.G. = TOP OF GRADE T.O.W. = TOP OF WALL 3. ELEVATIONS OF FOUNDATION ELEMENTS RELATE TO 100'-0" AS A REFERENCE ELEVATION, AND DO NOT REFER TO ACTUAL SITE ELEVATIONS. 2'-6"t TYP. (E) STL POST (E) CONCRETE FOOTING TO REMAIN, TYPICAL (E) CONCRETE FOUNDATION WALL AND FOOTING TO REMAIN, TYPICAL UXO. (E) STL POST FOUNDATION PLAN SCALE: %4" = l'-0" 4. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THE CORRESPONDING BOTTOM OF FOOTING ELEVATION. NOTIFY STRUCTURAL ENGINEER OF RECORD IF Q L OVEREXCAVATION IS REQUIRED. CODE UPGRADE: ENGINEER 5. BOTTOM OF FOOTING ELEVATION SHALL BE 12" MINIMUM BELOW TOP OF GRADE INSIDE CRAWLSPACES. OBSERVED CRUSHING OF (E) IL NOTIFY STRUCTURAL ENGINEER OF RECORD IF THIS DEPTH CANNOT BE ACHIEVED. SILL PLATE AT UNITS 1 AND 2 � 6. CONTRACTOR SHALL VERIFY FOUNDATION DIMENSIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. - R&R CRUSHED SILL PLATE o d ' SECTIONS ALONG EAST WALL ZS 7. FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS AND PIERS, UNLESS NOTED OTHERWISE. 2'-6"t TYP. (E) STL POST (E) CONCRETE FOOTING TO REMAIN, TYPICAL (E) CONCRETE FOUNDATION WALL AND FOOTING TO REMAIN, TYPICAL UXO. (E) STL POST FOUNDATION PLAN SCALE: %4" = l'-0" W Q L z M �S cy0m0 IL �8 � f8 L7 o d ' z� ZS H 00 V to W V 4 Q _ / W Q L z M � O cy0m0 ULu Inn LL IIuj > V ao H 00 V r< V / V 4 Q _ W V' M 3 N 01 U DESIGN by: JRW REVIEW by: JBP DATE: FEB 5, 2018 REVISION: -- RIVET No. 1711110 SHEET No. S27 27'-3"t - FRAMED WALLS 4'-0" ^11 POS (E) CONC. WALK MAIN FLOOR FRAMING REPAIR PLAN SCALE: Y4" = 1'-0" cV N MAIN FLOOR FRAMING REPAIR PLAN NOTES: C.0 z ' 13'-1" (E) FOUNDATION TO BEAM ° ` (E) 2x10 + ADD (1) 2xi0 ° d 13'-8" (E) FOUNDATION TO BEAM °d 2. DO NOT SCALE THESE DRAWINGS. ff w O ca ° ° ° ° ° d 3. O ` BA'rH (ABOWE) ° ° ° ° ° KTTCHB ABOV ((E)2x'10 L FABRICATION OF NEW MATERIALS. U° n. 4. CD a m Ui w .� p STANDARDS AND IICRC STANDARDS In (E) BRICK VENEER U U Z ° ° @, ° 2 (E) 2X104+ AbD (2 0 _ a eF ° %'O d ° '� ° C.0 ° COw$ ST C) LUL a _ z �, ACLOSEZ ° (N) 2=2810 BLOCK W/ °° d ° C.0 ° uj ATOP CONC. WALL, O Ln '7- ¢ ° ° o ° O.0 o °d ° a TRY mC.0 l TYPICAL 8. ui r'I ° ° ro ° °°Lu 3 °o° p O a ° EXISTING INT. ° p S6 °' ° ° O Lu m ~ ¢ t - (N) 2-2x10 BLOCK W/ p w ' • z v n v� TWO 2x4 WALLS TYPICAL '`� � x m HHUS210-2 HANGERS Q ° °d ZZ 13. EXTERIOR WALL FRAMING IS 2x4 STUDS AT UP TO 16"O.C. AND WITHIN 5" OF JOISTS AT UNIT SEPARATION 00 ABOVE, UP TO A HEIGHT OF 8'-0" MAX. PROVIDE 2x4 SILL PLATE AND 2 -PLY 2x4 TOP °°M.Bb ° X° i ° ° O PLATES OVERLAPPED AT CORNERS AND INTERSECTING WALLS. SPLICE TOP PLATES a (ABOVE FLOOR JOISTS) w 00 Q 3 1 V / y' W uj LL �° LLi v .. E 2x10 + ADD 1 2x10 ° A CESS d COs MAIN FLOOR FRAMING REPAIR PLAN SCALE: Y4" = 1'-0" cV N MAIN FLOOR FRAMING REPAIR PLAN NOTES: C.0 z 1. SEE GENERAL NOTES FOR TYPICAL CONNECTION AND FRAMING INFORMATION UNLESS ° ` (E) 2x10 + ADD (1) 2xi0 ° d NOTED OTHERWISE. °d 2. DO NOT SCALE THESE DRAWINGS. ° A ° ° ° ° ° d 3. ALL DIMENSIONS ARE APPROXIMATE - CONTRACTOR TO VERIFY IN FIELD PRIOR TO ` BA'rH (ABOWE) ° ° ° ° ° KTTCHB ABOV ((E)2x'10 FABRICATION OF NEW MATERIALS. U° n. 4. ° °° (N) 4-2x10°BLQCi< W/.4 °°HHUS2 o ° 0-4 HANGERS + ADD 3 0 ° ° O STANDARDS AND IICRC STANDARDS In C.0 ° ° °° °° ° ° ° ° NOTIFY ENGINEER IF ADDITIONAL DAMAGES DISCOVERED DURING REPAIRS. Z ° ° @, ° 2 (E) 2X104+ AbD (2 0 CONTRACTOR TO PROVIDE SHORING OF EXISTING MEMBERS AS REQUIRED TO REPAIR a eF ° %'O d ° '� ° C.0 ° COw$ ST C) AND REPLACE MEMBERS INDICATED. NOTIFY ENGINEER PRIOR TO DEMOLITION IF ° ° ° ° ° a °�O E 2x10 +ADD 2 ° m z �, ACLOSEZ ° (N) 2=2810 BLOCK W/ °° d ° C.0 ° uj M ° ABOVE ° NIUS210-2 HANGERS. a � E) 2x10 + ADD (1) 2x10 Qa ¢ ° ° o ° O.0 o °d ° a TRY `3 l , ° ° ° '4 k ° d ° k ° A86VE 8. POSTS BELOW JOISTS, BEAMS, AND/OR SIMILAR MEMBERS ARE INDICATED WITH OPEN ° ° ro ° °°Lu 3 °o° U O a ° EXISTING INT. ° p S6 °' ° ° O Lu m LU> ° ° ° d� WALLS ABOVE TO 8 m m °a CAL J �° °° ° ° a ° ° RtMAIN, TYPIz °d t ^' w ' • ° ° ° p ° Ck LIVING ROOM ° lz Z W ° 8 g ° ° Q , • Cn 11 d ° ° O 6180V AND STAGGER PANEL END JOINTS. ° °d ZZ 13. EXTERIOR WALL FRAMING IS 2x4 STUDS AT UP TO 16"O.C. AND WITHIN 5" OF JOISTS ° ° ° ABOVE . + L�Vd eV ABOVE, UP TO A HEIGHT OF 8'-0" MAX. PROVIDE 2x4 SILL PLATE AND 2 -PLY 2x4 TOP °°M.Bb ° X° i ° ° O PLATES OVERLAPPED AT CORNERS AND INTERSECTING WALLS. SPLICE TOP PLATES .4 ° m° °° ° ° °•° OVER STUDS AND OVERLAP 48" MINIMUM. MINIMUM 2 -PLY 2x10 HEADER WITH (1) 2x4 00 TRIM STUD AND (1) 2x4 KING STUD UNLESS NOTED OTHERWISE. PROVIDE STUDPACK V / y' W uj LL LLi v ° ° ° ° ui ° z &R StiT'G AS RE D FOR ° ° ° ° 4— ° ° ° °CONSTRUCTION N ° A CESS d COs WITH 0,131"0 x 2Y/2" LONG (8d COMMON) OR 0.148"0 x 3" LONG (10d COMMON) NAILS til SSL ° @ 6110.C. ALONG PANEL EDGES AND 12"O.C. IN FIELD. ALL HORIZONTAL PANEL EDGES 00 �– ° SHALL BE BLOCKED, UNLESS NOTED OTHERWISE. >� W > _ p'� 2 0o 1 1 1 V) LnQ r 3 M m PLATES OVER STUDS AND OVERLAP 48" MINIMUM. MINIMUM 2 -PLY 2x10 HEADER vi Z CJ I' MAIN FLOOR FRAMING REPAIR PLAN SCALE: Y4" = 1'-0" cV N MAIN FLOOR FRAMING REPAIR PLAN NOTES: 1. SEE GENERAL NOTES FOR TYPICAL CONNECTION AND FRAMING INFORMATION UNLESS NOTED OTHERWISE. 2. DO NOT SCALE THESE DRAWINGS. 3. ALL DIMENSIONS ARE APPROXIMATE - CONTRACTOR TO VERIFY IN FIELD PRIOR TO FABRICATION OF NEW MATERIALS. n. 4. CLEAN AND SEAL REMAINING FRAMING MEMBERS IN ACCORDANCE WITH INDUSTRY o STANDARDS AND IICRC STANDARDS In 5. NOTIFY ENGINEER IF ADDITIONAL DAMAGES DISCOVERED DURING REPAIRS. Z 6. CONTRACTOR TO PROVIDE SHORING OF EXISTING MEMBERS AS REQUIRED TO REPAIR ' _ W AND REPLACE MEMBERS INDICATED. NOTIFY ENGINEER PRIOR TO DEMOLITION IF z ADDITIONAL CLARIFICATION OR SHORING RECOMMENDATIONS ARE REQUIRED. W 7. COMMON ABBREVIATIONS INCLUDE: R&R = REMOVE AND REPLACE D&R = DETACH AND RESET U.N.O. = UNLESS NOTED OTHERWISE SIM. = SIMILAR DTL = DETAIL X/XX = DETAIL# / SHEET# 8. POSTS BELOW JOISTS, BEAMS, AND/OR SIMILAR MEMBERS ARE INDICATED WITH OPEN BOXES, THUS: W 12. FLOOR SHEATHING: IS 23/32" APA RATED PLYWOOD OR OSB SHEATHING WITH A MINIMUM 48/24 SPAN RATING. SHEATHING SHALL BE GLUED AND NAILED WITH 0.148"0 x 3" LONG (10d COMMON) NAILS @ 6"O.C. ALONG ALL SUPPORTING PANEL EDGES AND 12"O.C. IN FIELD. LAY SHEATHING LONG DIRECTION PERPENDICULAR TO SUPPORTS Q L AND STAGGER PANEL END JOINTS. ,z., M O 13. EXTERIOR WALL FRAMING IS 2x4 STUDS AT UP TO 16"O.C. AND WITHIN 5" OF JOISTS Cl. ABOVE, UP TO A HEIGHT OF 8'-0" MAX. PROVIDE 2x4 SILL PLATE AND 2 -PLY 2x4 TOP Q) ''' 00 m OO PLATES OVERLAPPED AT CORNERS AND INTERSECTING WALLS. SPLICE TOP PLATES OVER STUDS AND OVERLAP 48" MINIMUM. MINIMUM 2 -PLY 2x10 HEADER WITH (1) 2x4 (^ N TRIM STUD AND (1) 2x4 KING STUD UNLESS NOTED OTHERWISE. PROVIDE STUDPACK V / y' W uj LL TO MATCH WIDTH OF BEAM AT BEAM BEARING LOCATIONS. ATTACH 2/6' APA RATED Q PLYWOOD OR OSB SHEATHING WITH 3�6 SPAN RATING TO ONE FACE OF FRAMING WITH 0,131"0 x 2Y/2" LONG (8d COMMON) OR 0.148"0 x 3" LONG (10d COMMON) NAILS �•f� � @ 6110.C. ALONG PANEL EDGES AND 12"O.C. IN FIELD. ALL HORIZONTAL PANEL EDGES 00 �– SHALL BE BLOCKED, UNLESS NOTED OTHERWISE. >� W > 14. INTERIOR BEARING WALL FRAMING UNLESS NOTED OTHERWISE, IS (1)-2x4 STUD @ 2 UP TO 16"O.C. ALIGNED WITH JOIST ABOVE. PROVIDE 2x4 SILL PLATE AND 2 -PLY 2x4 1 1 1 V) LnQ r 3 TOP PLATES OVERLAPPED AT CORNERS AND INTERSECTING WALLS. SPLICE TOP {.L.1 PLATES OVER STUDS AND OVERLAP 48" MINIMUM. MINIMUM 2 -PLY 2x10 HEADER WITH (1) 2x4 TRIM STUD AND (1) 2x4 KING STUD UNLESS NOTED OTHERWISE. PROVIDE STUDPACK TO MATCH WIDTH OF BEAM AT BEAM BEARING LOCATIONS. ATTACH s/$' DRYWALL TO EACH FACE OF FRAMING WITH 0.113"0 x 2" LONG (6d COMMON) NAILS @ 4"O.C. ALONG PANEL EDGES AND 6"O.C. IN FIELD. ALL HORIZONTAL PANEL EDGES SHALL BE BLOCKED. INTERIOR BEARING WALLS ARE INDICATED ON PLAN WITH SOLID COLOR, THUS: C 15. SHEAR WALL: UNLESS NOTED OTHERWISE, INDICATES SECTIONS OF WALL WHERE GYPSUM WALLBOARD SHEATHING IS ATTACHED TO ONE FACE OF FRAMING WITH T� 0.113"0 x 2" LONG (6d COMMON) NAILS @ 4"O.C. ALONG ALL SUPPORTING PANEL O •.••"•••.• EDGES AND 8"O.C. IN FIELD. ALL HORIZONTAL PANEL EDGES SHALL BE BLOCKED. �,Vic, R• %Vjy/A•g�Q INDICATED ON PLAN WITH ZIG-ZAG LINE ALONG CENTER OF WALL, THUS: E!2\Z!�2 2 e 16. REPAIR OF SAFETY ITEMS UNRELATED TO THE RECENT FIRE ARE INDICATED AS CODE < 44704 m e UPGRADE, ABBREVIATED THUS: C,U, or -off •_ %I/ � •�G% • oF�ss70NAI E)�� HATCH INDICATES REPLACE GYPCRETE TOPPING AT MAIN FLOOR DESIGN by: JRW REVIEW by: JBP DATE: FEB 5. 2018 REVISION: RIVET No. 1711110 SHEET No. S3 Ig 8 27-3"* 1. 4'-0" (E) CONC. DECK J UPPER FLOOR FRAMING REPAIR PLAN SCALE: %4" = V-0" 1K 1T Al ,1K «11T (E 1 K (E) IT rG11K UPPER FLOOR FRAMING REPAIR PLAN NOTES: 1. SEE GENERAL NOTES FOR TYPICAL CONNECTION AND FRAMING INFORMATION UNLESS M.BED m 2. DO NOT SCALE THESE DRAWINGS. 3. Lu FABRICATION OF NEW MATERIALS. 4. SvCN�p1 LIVING Q LL NOTIFY ENGINEER IF ADDITIONAL DAMAGES DISCOVERED DURING REPAIRS. I N S_ AND REPLACE MEMBERS INDICATED. NOTIFY ENGINEER PRIOR TO DEMOLITION IF LL 7. COMMON ABBREVIATIONS INCLUDE: R&R = REMOVE AND REPLACE lO'Q� Lu D&R = DETACH AND RESET U.N.O. = UNLESS NOTED OTHERWISE SIM. = SIMILAR DTL = DETAIL XXX = DETAIL# / SHEET# 8. POSTS BELOW JOISTS, BEAMS, AND/OR SIMILAR MEMBERS ARE INDICATED WITH OPEN BOXES, THUS: 12. FLOOR SHEATHING: IS 24/32" APA RATED PLYWOOD OR OSB SHEATHING WITH A z MINIMUM 4%4 SPAN RATING. SHEATHING SHALL BE GLUED AND NAILED WITH 0.148"0 S7 x 3" LONG (10d COMMON) NAILS @ 6"O.C. ALONG ALL SUPPORTING PANEL EDGES AND ° 12"O.C. IN FIELD. LAY SHEATHING LONG DIRECTION PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. 13. EXTERIOR WALL FRAMING IS 2x4 STUDS AT UP TO 16"O.C. AND WITHIN 5" OF JOISTS ABOVE, UP TO A HEIGHT OF 8'-0" MAX. PROVIDE 2x4 SILL PLATE AND 2 -PLY 2x4 TOP PLATES OVERLAPPED AT CORNERS AND INTERSECTING WALLS. SPLICE TOP PLATES a TWO 2x4 WALLS, TYPICAL TRIM STUD AND (1) 2x4 KING STUD UNLESS NOTED OTHERWISE. PROVIDE STUDPACK TO MATCH WIDTH OF BEAM AT BEAM BEARING LOCATIONS. ATTACH 7/6' APA RATED in PLYWOOD OR OSB SHEATHING WITH 32/6 SPAN RATING TO ONE FACE OF FRAMING M AT UNIT SEPARATION —� @ 6"O.C. ALONG PANEL EDGES AND 12"O.C. IN FIELD. ALL HORIZONTAL PANEL EDGES * SHALL BE BLOCKED, UNLESS NOTED OTHERWISE. fV y 14. INTERIOR BEARING WALL FRAMING UNLESS NOTED OTHERWISE, IS (1)-2x4 STUD @ r4 `K— ^' TOP PLATES OVERLAPPED AT CORNERS AND INTERSECTING WALLS. SPLICE TOP PLATES OVER STUDS AND OVERLAP 48" MINIMUM. MINIMUM 2 -PLY 2x10 HEADER ° OEMO' LET -FN BItACL@ AND ADD) — ATTACH Y8' DRYWALL TO EACH FACE OF FRAMING WITH 0.113" 0 x 2" LONG (6d COMMON) NAILS @ 4"O.C. ALONG PANEL EDGES AND 6"O.C. IN FIELD. ALL ° HORIZONTAL PANEL EDGES SHALL BE BLOCKED. INTERIOR BEARING WALLS ARE NEW SHEAR WALL SHEATHING°2 ° INDICATED ON PLAN WITH SOLID COLOR, THUS: C 15. SHEAR WALL: UNLESS NOTED OTHERWISE, INDICATES SECTIONS OF WALL WHERE 2 LAYERS OF 5/e" GYPSUM WALLBOARD SHEATHING ARE ATTACHED TO ONE FACE OF ° SUPPORTING PANEL EDGES AND 6"O.C. IN FIELD. ALL HORIZONTAL PANEL EDGES SHALL BE BLOCKED. INDICATED ON PLAN WITH ZIG-ZAG LINE ALONG CENTER OF ° < °BATH d. ° ° ° m. a KiTCH� e ° 5' 6 ° I o ° 8' CEILHdG HT, TYP, ° d ° s, ° ° ° e ° rV ° 8 • , ° LL 0 ° o d LL , ° ° . ° ° . ° ° d° 3411 o ° da oP •d ° a < o Lu °NOT`: "(E) iK" REFERS/t0 # OF EXIST kING STUDS. "ADD #K" REFERS TOP OF NEIN ADD'L STUDS, rYP. O z NACLOSEZ Lu j m M . f°�C° d ° ° El `ZK ° a ° v° e ENTRY o W d ° . ° ° ea ° N Z LULL ° W lL O v d b d ° e d. L9 Q w do ° EXISTING INT. WALLS ° ° ° ° ° TO REMAIN, TYP. > LLJ V °° ° ° f ° B ° ° jt ° ° ° LIVING O w Q M BES d HA CHIpIDICAjES AR°FA 0� R&R Z SWING INDI TES AREA OF R&R GYPCRETEj �A /TOPPING ° GYPCRETE TOPPING - WHOLE UNIT ° ° � AND FLO`ORSHMTHING PER GE 'L I r� ° ° ° ° ° • ° ° ° ° NOTES. REPLACE ADDITIONAL AROkS.OF a d ° ° ° ° SHEATHPNC2 AS 11EQUIRED FOR TIE-IN . w DEMO LEVIN BRACE ANDbADD d NEW SHEAR WALL SHEATHING q — � .° . ° ° ° 2 Q 14.1"° A ° " 12'-3"° ° ° a m 1 o FOISTS CPSSVM�D, °' S7 BATH EXIS�NG -,,-% KITCHEN �;§ Z UPPER FLOOR FRAMING REPAIR PLAN SCALE: %4" = V-0" 1K 1T Al ,1K «11T (E 1 K (E) IT rG11K UPPER FLOOR FRAMING REPAIR PLAN NOTES: 1. SEE GENERAL NOTES FOR TYPICAL CONNECTION AND FRAMING INFORMATION UNLESS NOTED OTHERWISE. 2. DO NOT SCALE THESE DRAWINGS. 3. ALL DIMENSIONS ARE APPROXIMATE - CONTRACTOR TO VERIFY IN FIELD PRIOR TO FABRICATION OF NEW MATERIALS. 4. CLEAN AND SEAL REMAINING FRAMING MEMBERS IN ACCORDANCE WITH INDUSTRY STANDARDS AND IICRC STANDARDS 5. NOTIFY ENGINEER IF ADDITIONAL DAMAGES DISCOVERED DURING REPAIRS. 6. CONTRACTOR TO PROVIDE SHORING OF EXISTING MEMBERS AS REQUIRED TO REPAIR AND REPLACE MEMBERS INDICATED. NOTIFY ENGINEER PRIOR TO DEMOLITION IF ADDITIONAL CLARIFICATION OR SHORING RECOMMENDATIONS ARE REQUIRED. 7. COMMON ABBREVIATIONS INCLUDE: R&R = REMOVE AND REPLACE D&R = DETACH AND RESET U.N.O. = UNLESS NOTED OTHERWISE SIM. = SIMILAR DTL = DETAIL XXX = DETAIL# / SHEET# 8. POSTS BELOW JOISTS, BEAMS, AND/OR SIMILAR MEMBERS ARE INDICATED WITH OPEN BOXES, THUS: 12. FLOOR SHEATHING: IS 24/32" APA RATED PLYWOOD OR OSB SHEATHING WITH A MINIMUM 4%4 SPAN RATING. SHEATHING SHALL BE GLUED AND NAILED WITH 0.148"0 4 x 3" LONG (10d COMMON) NAILS @ 6"O.C. ALONG ALL SUPPORTING PANEL EDGES AND ° 12"O.C. IN FIELD. LAY SHEATHING LONG DIRECTION PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. 13. EXTERIOR WALL FRAMING IS 2x4 STUDS AT UP TO 16"O.C. AND WITHIN 5" OF JOISTS ABOVE, UP TO A HEIGHT OF 8'-0" MAX. PROVIDE 2x4 SILL PLATE AND 2 -PLY 2x4 TOP PLATES OVERLAPPED AT CORNERS AND INTERSECTING WALLS. SPLICE TOP PLATES OVER STUDS AND OVERLAP 48" MINIMUM. MINIMUM 2 -PLY 2x10 HEADER WITH (1) 2x4 TRIM STUD AND (1) 2x4 KING STUD UNLESS NOTED OTHERWISE. PROVIDE STUDPACK TO MATCH WIDTH OF BEAM AT BEAM BEARING LOCATIONS. ATTACH 7/6' APA RATED in PLYWOOD OR OSB SHEATHING WITH 32/6 SPAN RATING TO ONE FACE OF FRAMING M WITH 0,131"0 x 2Y2" LONG (8d COMMON) OR 0.148"0 x 3" LONG (10d COMMON) NAILS @ 6"O.C. ALONG PANEL EDGES AND 12"O.C. IN FIELD. ALL HORIZONTAL PANEL EDGES * SHALL BE BLOCKED, UNLESS NOTED OTHERWISE. fV y 14. INTERIOR BEARING WALL FRAMING UNLESS NOTED OTHERWISE, IS (1)-2x4 STUD @ r4 UP TO 16"O.C. ALIGNED WITH JOIST ABOVE. PROVIDE 2x4 SILL PLATE AND 2 -PLY 2x4 ^' TOP PLATES OVERLAPPED AT CORNERS AND INTERSECTING WALLS. SPLICE TOP PLATES OVER STUDS AND OVERLAP 48" MINIMUM. MINIMUM 2 -PLY 2x10 HEADER WITH (1) 2x4 TRIM STUD AND (1) 2x4 KING STUD UNLESS NOTED OTHERWISE. PROVIDE STUDPACK TO MATCH WIDTH OF BEAM AT BEAM BEARING LOCATIONS. ATTACH Y8' DRYWALL TO EACH FACE OF FRAMING WITH 0.113" 0 x 2" LONG (6d COMMON) NAILS @ 4"O.C. ALONG PANEL EDGES AND 6"O.C. IN FIELD. ALL c HORIZONTAL PANEL EDGES SHALL BE BLOCKED. INTERIOR BEARING WALLS ARE ;p INDICATED ON PLAN WITH SOLID COLOR, THUS: C 15. SHEAR WALL: UNLESS NOTED OTHERWISE, INDICATES SECTIONS OF WALL WHERE 2 LAYERS OF 5/e" GYPSUM WALLBOARD SHEATHING ARE ATTACHED TO ONE FACE OF FRAMING WITH DRYWALL SCREWS OR #6 x 1Y4" WOOD SCREWS @ 6"O.C. ALONG ALL SUPPORTING PANEL EDGES AND 6"O.C. IN FIELD. ALL HORIZONTAL PANEL EDGES SHALL BE BLOCKED. INDICATED ON PLAN WITH ZIG-ZAG LINE ALONG CENTER OF WALL, THUS: E!2\Z!�2 fV 0 O :60 Gcc =s LO sw Z =Q U `Z �S a S W W �- Z r --r frl cyCe D 0 m u U UOLU Lu L' Q Q4d 1Q � L �W 2 W LQ N Q1 U :o z Q 44704 m a �'�—\'fig• O A � 6 �cFFSSroNa�-�G\� DESIGN by: JRW REVIEW by: JBP DATE: FEB 5. 2018 REVISION: RIVET No. 1711110 SHEET No. S4 4 of 7 26-8" t ROOF FRAMING REPAIR PLAN NOTES: 1. SEE GENERAL NOTES FOR TYPICAL CONNECTION AND FRAMING INFORMATION UNLESS NOTED OTHERWISE. DO NOT SCALE THESE DRAWINGS. ALL DIMENSIONS ARE APPROXIMATE - CONTRACTOR TO VERIFY IN FIELD PRIOR TO FABRICATION OF NEW MATERIALS. CLEAN AND SEAL REMAINING FRAMING MEMBERS IN ACCORDANCE WITH INDUSTRY STANDARDS AND IICRC STANDARDS NOTIFY ENGINEER IF ADDITIONAL DAMAGES DISCOVERED DURING REPAIRS. CONTRACTOR TO PROVIDE SHORING OF EXISTING MEMBERS AS REQUIRED TO REPAIR AND REPLACE MEMBERS INDICATED. NOTIFY ENGINEER PRIOR TO DEMOLITION IF ADDITIONAL CLARIFICATION OR SHORING RECOMMENDATIONS ARE REQUIRED. COMMON ABBREVIATIONS INCLUDE: R&R = REMOVE AND REPLACE D&R = DETACH AND RESET U.N.O. = UNLESS NOTED OTHERWISE SIM. = SIMILAR DTL = DETAIL XXX = DETAIL# / SHEET# POSTS BELOW JOISTS, BEAMS, AND/OR SIMILAR MEMBERS ARE INDICATED WITH OPEN BOXES, THUS: ❑ ROOF SHEATHING: IS 19/32" APA RATED PLYWOOD OR OSB SHEATHING WITH A MINIMUM 40/20 SPAN RATING. SHEATHING SHALL BE NAILED WITH 0.148" x 3" LONG (10d COMMON) NAILS @ 6"O.C. ALONG ALL SUPPORTING PANEL EDGES AND 12"O.C. IN FIELD. LAY SHEATHING LONG DIRECTION PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ROOF SHEATHING SHALL BE CONTINUOUS OVER PRIMARY FRAMING MEMBERS AND BELOW OVERFRAMED AREAS, WITH CUT-OUTS FOR VENTILATION AT OVERFRAMED AREAS. EXTERIOR WALL FRAMING IS 2x4 STUDS AT UP TO 16"O.C. AND WITHIN 5" OF JOISTS ABOVE, UP TO A HEIGHT OF 8'4" MAX. PROVIDE 2x4 SILL PLATE AND 2 -PLY 2x4 TOP PLATES OVERLAPPED AT CORNERS AND INTERSECTING WALLS. SPLICE TOP PLATES OVER STUDS AND OVERLAP 48" MINIMUM. MINIMUM 2 -PLY 2x10 HEADER WITH (1) 2x4 TRIM STUD AND (1) 2x4 KING STUD UNLESS NOTED OTHERWISE. PROVIDE STUDPACK TO MATCH WIDTH OF BEAM AT BEAM BEARING LOCATIONS. ATTACH 2/fi' APA RATED PLYWOOD OR OSB SHEATHING WITH 3�/16 SPAN RATING TO ONE FACE OF FRAMING WITH 0.131"0 x 21/2" LONG (8d COMMON) OR 0.148"0 x 3" LONG (10d COMMON) NAILS @ 6"O.C. ALONG PANEL EDGES AND 12"O.C. IN FIELD. ALL HORIZONTAL PANEL EDGES SHALL BE BLOCKED, UNLESS NOTED OTHERWISE. INTERIOR BEARING WALL FRAMING UNLESS NOTED OTHERWISE, IS (1)-2x4 STUD @ UP TO 16"O.C. ALIGNED WITH JOIST ABOVE. PROVIDE 2x4 SILL PLATE AND 2 -PLY 2x4 TOP PLATES OVERLAPPED AT CORNERS AND INTERSECTING WALLS. SPLICE TOP PLATES OVER STUDS AND OVERLAP 48" MINIMUM. MINIMUM 2 -PLY 2x10 HEADER WITH (1) 2x4 TRIM STUD AND (1) 2x4 KING STUD UNLESS NOTED OTHERWISE. PROVIDE STUDPACK TO MATCH WIDTH OF BEAM AT BEAM BEARING LOCATIONS. ATTACH 5/8' DRYWALL TO EACH FACE OF FRAMING WITH 0.113"0 x 2" LONG (6d COMMON) NAILS @ 4"O.C. ALONG PANEL EDGES AND 6"O.C. IN FIELD. ALL HORIZONTAL PANEL EDGES SHALL BE BLOCKED. INTERIOR BEARING WALLS ARE INDICATED ON PLAN WITH SOLID COLOR, THUS: C SHEAR WALL: UNLESS NOTED OTHERWISE, INDICATES SECTIONS OF WALL WHERE 2 LAYERS OF V8" GYPSUM WALLBOARD SHEATHING ARE ATTACHED TO ONE FACE OF FRAMING WITH DRYWALL SCREWS OR #6 x 11/4" WOOD SCREWS @ 6"O.C. ALONG ALL SUPPORTING PANEL EDGES AND 6"O.C. IN FIELD. ALL HORIZONTAL PANEL EDGES SHALL BE BLOCKED. INDICATED ON PLAN WITH ZIG-ZAG LINE ALONG CENTER OF WALL, THUS: E!2\= SHADING INDICATES AREA OF NEW ROOF SHEATHING PER GENERAL NOTES. REPLACE ADDITIONAL AREAS OF SHEATHING AND ROOFING AS REQUIRED FOR TIE-IN NOTE: NOTIFY ENGINEER FOR FRAMING REPAIR OBSERVATION PRIOR TO COVERING THESE AREAS ROOFING OR FINISH MATERIALS, TYPICAL W L Z M fo D. O C (L) oo 0 (� V /LU CD � W 00 (<{� U Q 2 W Ln M_:� N 0, U �)o REc/s pass R. wy01,.za A 44704 m s .o �F�SSf0NAt�`�1 DESIGN by: JRW REVIEW by: JBP DATE: FEB 5. 2018 REVISION: RIVET No. 1711110 SHEET No. S5 �dE ig R WALL FRAMING, PER PLA FLOOR SHEATHING, PER PLAN (E) WOOD SILL PLATE, R&R CRUSHED OR ROTTED. R&R SI PLATE AT DTL EXISTING FLOOR JOISTS TO REMAIN, U.N.O. ('DATA/1 CDArl= 1 1A FOUNDATION w/ CRAWLSPACE S6 A S6 SCALE: 1" = 1'-0" WALL ABOVE OCCURS SOME LOCATIONS, SEE PLAN EXISTING SHEATHING TO REMAIN Y VENEER EXISTING JOISTS TO REMAIN (MAY BE SISTERED, PER PLAN) INAL GRADE: MIN. % SLOPE OR 2% 1IN. IF PAVED LL CUT EXIST SHEATHING FLUSH TO FACE OF EXIST JOIST NOTE: R&R GYPCRETE TOPPING TO MATCH EXISTING NEW SHEATHING PER PLAN AND GENERAL NOTES NEW WOOD JOIST / RAFTER PROVIDE NEW 2x4 NAILER (OR FULL DEPTH 2x SISTER) WHERE EXISTING SHEATHING CONNECTION INTERFERES W/ NEW CONNECTION - FASTEN NAILER TO EXISTING FRAMING W/ 10d NAILS AT 6" O.C. STAGGERED SHEATHING SPLICE AT EXISTING FRAMING SCALE: 1" = V-0" z Cz EXISTING SHEATHING, t� NEW SOME LOCATIONS PER PLAN cwi� w Lu W Q L z M a Q DD00 � cu mV U W uj LL. 'a t 00 vJ Q = W LQ M N 13)U ELEVATION: o �o�PD REG/SlF� 2" SPACING VQo �"� �' wh' • �eG PER NOTE FASTENERS PER NOTE • ' Zc 44704 NEW JOIST SISTER: S/QNAL'�3' SECTION: MATCH EXISTING 10d NAIL: 2 ROWS @ DESIGN by: JRW 12"O.C. STAGGERED EXISTING JOIST, SEE PLAN REVIEW by: JBP NOTE: WHERE 2 SISTERS ARE ADDED PER PLAN, ATTACH 1 TO DATE: FEB 5.2018 EACH FACE OF (E) JOIST. IF 2 OR MORE SISTERS ARE ADDED REVISION: TO THE SAME FACE OF (E) JOIST, ATTACH WITH 2 ROWS OF LEDGERLOK SCREWS OR YZ"m THRU-BOLTS @ 12"O.C. RIVET No. 1711110 3 JOIST SISTER (REINFORCEMENT) SHEET No. \ S6 SCALE: 1" = 1'-0" S6, CHASE WALL: WOOD STUD (LOAD-BEARING) FIRE RATING: 1 HOUR STC: N/A SOUND TEST: N/A SYSTEM THICKNESS: 6-3/4" UL U340 U340 1 HOUR 920641 LOAD-BEARING WOOD STUDS CHASE WALL N/A N/A 24 in 24 in 12 in [610 mm] 12 in (610 mm] [305 mm] [305 mm] c E e E c+> ASSEMBLY OPTIONS: GYPSUM BOARD: 5/8 IN. THICK GYPSUM BOARD APPLIED VERTICALLY. WOOD STUDS: 2 IN. X 4 IN. WOOD STUDS ALTERNATING ON OPPOSITE SIDES OF NOM. 2 IN. X 6 IN. WOOD PLATES, SPACED 24 IN. O.C. MAX., STAGGERED 12 IN. O.C. ON OPPOSITE SIDE. GYPSUM BOARD: 5/8 IN. THICK GYPSUM BOARD APPLIED VERTICALLY. NOTE: THIS UL DETAIL WAS DESIGNED AND TESTED BY OTHERS, AND IT IS PROVIDED HEREIN FOR REFERENCE ONLY 1 -HR FIRE RATED WALL - UL U340 SCALE: 1" = 1'-0" 2x FASCIA, R&R TO MATCH EXISTING ROOF SHEATHING, SEE PLAN ROOF FRAMING, R&R SOFFIT TO SEE PLAN MATCH EXISTING 2x SOLID BLOCKING AT EACH RAFTER BAY 4'-0"t CANTILEVER - MATCH WALL SHEATHING TO MATCH EXISTING CANT'D RAFTER AT EXT. WALL SCALE: 1" = 1'-0" WALL FRAMING, SEE PLAN W Q L M Zce ce 00 0 m LU U LL aLu , (< V /J V Q W W `) L N U 00, L�)o KEG/ �444704rn: ��FFSSIONA'•-��\� DESIGN by: 1RW REVIEW by: JBP DATE: FEB ; 2018 REVISION: -- RIVET No. 1711110 SHEET No. S7 Eg a i CITY OF WHEAT RIDGE 1 Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �� (V ", 2 Job Address: a �0 C4 Permit Number: QO J �S- C) ,� (D I ❑ No one available for inspection: Time 10 ,.3b�PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1W Inspecto c� DO NOT REMOVE THIS NOTICE I* a I ( City of Wheat Ridge Commercial Roofing PERMIT - 201800061 PERMIT NO: 201800061 ISSUED: 01/08/2018 JOB ADDRESS: 9235 W 48th AVE N EXPIRES: 01/08/2019 JOB DESCRIPTION: Commercial re -roof with Mansard asphalt shingles. Squares: 28.5; Pitch: 24/12 *** CONTACTS *** OWNER (303)422-8600 JEFFERSON COUNTY HOUSING AUTHO SUB (303)295-7769 Robin J. Tichy 017911 Alpine Roofing Co., Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 102 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,980.00 FEES Total Valuation 0.00 Use Tax 335.58 Permit Fee 299.40 ** TOTAL ** 634.98 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. 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 -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. K2 PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Commercial Roofing PERMIT - 201800061 201800061 9235 W 48th Commercial 24/12 AVE N ISSUED: EXPIRES: re -roof with Mansard asphalt shingles 01/08/2018 01/08/2019 Squares: 28.5; Pitch: I, by m 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 owppr pro rty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permrt:Y ftSrther est th I am legally authorized to include all entities named within this doc ment as p rties to the work to be performed artd tft 1 work be perfor is disclosed in this document and/or its' acco panyit ap oved lans and specifications. Signature of 'OWNER of CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original ermrt fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections -and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issu a irtg,of a p'e i t be construed to be a permit for, or an approval of, any violation of any provision of any applicabld - any ordinance or regula . of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Oficial Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. � City of Wheat j..\ll...l--((-- � � g� C% LS?atCil�tTY DEVELOPMENT�`'"'�J Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # t, Plan Review Fee: Building Permit Application *— Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 9235 W 48th Ave Property Owner (please print): Jeffco Housing Corp Phone: 303-403-5431 Property Owner Email: HWEHRDT@JCHA.ORG Mailing Address: (if different than property address) Address: 7490 W 45th Ave City, State, Zip: Wheat Ridge, CO 80033 Architect/Engineer: N/A Architect/Engineer E-mail: Phone: Contractor: Alpine Roofing Co., Inc. Contractors City License #: 017911 Phone: 303-295-7769 Contractor E-mail Address: sales@alpineroofingco.com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑■ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Mansard Roof (24:12 pitch) remove existing roofing materials and install new 30 year asphalt shingles, including necessary underlayment, flashings, and mis metal. Sq. Ft./LF Amps Btu's Squares 28.5 Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $15,980.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) OCjNTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): ZONING COMMMENTS- Reviewer Robin J. Tichy, President DATE: 1/4/18 0 I understand that checking this box, that I acknowledge that this constitutes a legal signature. BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 1151 15 13:14 00 Pa002 Building & _ a r Division 76M W. 2e A�e., Wheat Kidge, CO W033 i ► ,.Fax:* * • Inspection303-234-5933 !Date: w rai{ 10 nu9�u,NI�yI,�lUlf� aII�II&N _ ourN inti ���qlu p�l� i�� �I IiuAliN��IVI Iii 9P�IV MiIU� II i�IUJI�II�i�M ���u 11 ,. a w a � w '.�,,� r d + ,. .:; ..: t w k. � � w :. w w :' ..M it •.. • d it . w.a � :d: * Y' y.: w -r #. a * �t- b.. ♦ a bb :t w' *: f C Y:.-.�:: Is x * PUWC S MMTS: ReAnver ':M . .. iIIF ,. a. b�w ;a a- .� :. �: wi. „.ww w ». a. ■ a a: ...v �s `•: ♦w ,. a ��. CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 110729 Issued: 08/31/11 Stipulations: Remove & Replace 2nd Story Concrete Walkway. This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 9235 W 48TH AVE N Parcel Number: 39- 153 -16 -062 Owner: Jeffco Housing Autho 7490 W 45th Ave Wheat Ridge CO 80033 Contractor: Jacob Gilmore Gilmore Construction Corp. 4949 Ironton St Denver, CO 80239 For the Following Purpose: Commercial Miscellan Code Editions NO change shall be made in the USE of 2 ICC /2008 NEC this building without prior notice 1 _/2006 ICC /2005 NEC and a new Certificate of Completion 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler system Zoning Administrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 08/31/11 16:58:50 City of Wheat Ridge Page 1 bp701 -1s PERMIT INFORMATION - 110729 mmackey PERMIT INFORMATION: Permit #: 110729 Permit Type: Commercial Miscellan Permit Of 06/24/2011 Expires: 06/23/2012 LAND PARCEL INFORMATION: Zone Cd: Residential Multi Funct Use: Unassigned Subdivision: FICCO SUB Cent Type: Miscellaneous Legal: JOB DESCRIPTION: R &R 2nd floor concrete walkway Address: 9235 W 48TH AVE N Parcel Cd: 39- 153 -16 -062 OWNER: Jeffco Housing Autho Address: 7490 W 45th Ave City /St /Zip: Wheat Ridge CO 80033 DU: 1 SetBacks- Front: 0.0 Last Zone Dt: Left: 0.0 Annex Dt: Right: 0.0 Lot: Block No 0 Back: 0.0 FEES. QTY DUE PAID: Permit Fee 43,485.00 660.55 660.55 Plan Review Fee . 00 429.36 429.36 Total Valuation 43,485.00 .00 .00 Use Tax 43,485.00 782.73 782.73 ---- - - - - -- --- - - - - -- 1,872.64 1,872.64 CONTACTS: Owner Jeffco Housing Autho 7490 W 45th Ave Wheat Ridge CO 80033 3034035431 go CL1 Gilmore Construction Corp. Jacob Gilmore 4949 Ironton St Denver, CO 80239 3033715700 PARCEL INFORMATION: 10 Structure Type 501 20 Year Built 1971.00 30 Property Type COMMR PERMIT CONDITIONS: LM: Approved. Zoned R -3. Subject to field inspection. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. APPROVALS: Req Apprv'1 Date Approver Note ----- ----------------------------- Zoning 06/23/11 LM REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 06/24/11 CREATED FROM APPL #.. 11 -0176 06/23/11 Zoned R -3. Permit approved by planning and returned to drawer #4. 06/22/11 Sent email to MR at 3:OOpm. Put in drawer #4. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO RED DT INS DT STATUS 1 FRI:Framing Rough Insp. 09 -0444 07/05/11 no KC 07/06/11 07/06/11 PARTIAL 2 SRB:Steel Rebar Ioop. 09 -0444 .....07/11/11 no KC .....07/12/11 ...07/12/11 ......PARTIAL 3 BFI:BUilding Final Insp 09 -0444 .08/31/11 no KC 08/31/11 08/31/11 COMPLETE n�, �j�) INSPECTION RECORD °` ° upancv /Tuna C ��� e "L ' '" INSPECTION REQUEST LINE: (303) 234 -5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Monolithic Slab Reinforcement Caissons Concrete Encased Ground (CEG) Footing /Stemwall P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground /Slab Inspections Date Inspector Comments Initials Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In -slab) Heating (Below / In -slab) Do Not Cover Underground or Below /In -Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Comments omments Wall Sheathing Roof Sheathing Lath / Wall Tie Rough Electric Rough Plumbing Rough Mechanical Gas Piping Do Not Proceed Without Annroval Of AhovP Rounh InSnckrtinnB Rough Framing ' ` t Insulation Drywall Screw/ Nail Final Inspections Date Inspector Comments omments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Frame t 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. Fire Inspection / Fire Protection Dist. "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. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather MARTI N / M ARTIN CONSULTING ENGINEERS August 26, 2011 Mr. Henry Wehrdt, Jr. Jefferson County Housing Authority 7490 West 45 Avenue Wheat Ridge, Colorado 80033 Re: Caesars Square Apartment 9235 and 9265 W. 49 Avenue Wheat Ridge, Colorado 80033 Exterior Balcony /Access Slab Renovations Martin/Martin Project No: 23062.5.01 Dear Mr. Wehrdt: In response to your request of August 26, 2011, Martin/Martin, Inc., as Structural Engineers -of- Record for the referenced project, state as follows: 1. To the best of our professional knowledge, belief and opinion, the design of all structural features of the project is in accordance with applicable building codes and ordinances to the extent that they apply to our portion of the work. 2. During the course of construction to date, we have made periodic visits to the site to observe the progress and quality of the construction. To the best of our professional knowledge, belief and opinion, and based on these limited observations, we believe that the structural work currently in place is in substantial conformance with the Contract Documents, and meets the structural requirements of applicable codes and regulations of agencies having jurisdiction. 3. Our periodic site observations were augmented by the special inspections completed by Martin/Martin, Inc. and S2E Structural Engineers, whose job summary letter follows this letter. Sincerely, CrvE c ,. iR 23355 M Lawrence E. Kemp, P.E. Principal 12499 WEST COLFAX • LAKEWOOD, COLORADO 60215 • 303 - 431 -6100 • WWW.MARTIN MARTI N.COM Tor City of Wheat Ridge Bldg Dept 7500 W 25th Avenue Wheat Ridge, Colorado 80033 PATE: 7-11-201 201 -078 PROJECT: Walkway Reconstruction LOCATION:' 0235 W. 48th Ave Wheat Ridge, CO 80033 'CONTRACTOR: Gilmore Construction WEATHER_ clear TEMP; PRESENT AT SITE: Arrived at Site, 1;30 pm Steel Weld inglConcrete Reinforcement Inspection - East Deck Per your request I have provided a welding and concrete steel reinforcing inspection at the above referenced location. Observed was the welded channel beams, rebar to edge weld and concrete deck reinforcing for the 2nd story exterior walkway. All observed was properly in place per typical industry standards, construction documents, and the applicable portions of the International Building Code. U f COPY. TO SIGNED This site Visa: was Made to'cbsowe' the progress and the'Wality of the structural )portion of the constNdion work: chat to defect ine whether that water "a to general'. conformance to the structural portion of the Contract'Dbaumenls S2E's observations am intended to protect the interests of the Owner and the Roblin. 82Elshatrosponsibie for the Contractor's worts work methods, safety precautions, tuneliness of the work "any other aspect of Me construction for which the Contractor has responsibility, Engineers (30) 252-0471 f3O3) 280-3817 tax To: City of Wheat Ridge Bldg Dept 7500 W 29th Avenue Wheat Ridge, Colorado 80033 DATE:. JOBNO::. 7-21-2011 2011 075 PROJECT: Walkway Reconstruction LOCATION: 8235 W. 48th Ave Wheat Ridge, CO 80033' CONTRACTOR: Gilmore Construction WEATHER: clear TEMP:: PRESENTATSITE: Arrived at Site, 1:30 pm Steel Welding /Concrete Reinforcement Inspection - West Deck Per your request l have provided a welding and concrete steel reinforcing inspection at the above referenced location. Observed was the welded channel beams, rebar to edge weld and concrete deck reinforcing for the 2nd story exterior walkway. All observed was properly in place per typical industry standards, construction documents, and the applicable portions of the International Building Code. t COPY TO SIGNED This site visit was pads to observe . the progress. and Me quality of the structural'. portion of the construction work and to calamine whether that work was in general 'conformance to the structural carrion of the Contract: Documents.. 32E's observations .. the intended to protect the Interests of the Owner and the public. 52Eisaot nesponsiblo. for the Contractors work, work methods, safety preceuffons, timeliness: of the work "any other aspect of the construction for which the Goniractor has responsibility. MARTI N /MAR CONSULTING ENGINEERS August 26, 2011 Mr. Henry Wehrdt, Jr. Jefferson County Housing Authority 7490 West 45 Avenue Wheat Ridge, Colorado 80033 Re: Caesars Square Apartment 9235 and 9265 W. 49 Avenue Wheat Ridge, Colorado 80033 Exterior Balcony /Access Slab Renovations Martin/Martin Project No: 23062.S.01 Dear Mr. Wehrdt: hi response to your request of August 26, 2011, Martin/Martin, Inc., as Structural Engineers -of- Record for the referenced project, state as follows: 1. To the best of our professional knowledge, belief and opinion, the design of all structural features of the project is in accordance with applicable building codes and ordinances to the extent that they apply to our portion of the work. 2. During the course of construction to date, we have made periodic visits to the site to observe the progress and quality of the construction. To the best of our professional knowledge, belief and opinion, and based on these limited observations, we believe that the structural work currently in place is in substantial conformance with the Contract Documents, and meets the structural requirements of applicable codes and regulations of agencies having jurisdiction. 3. Our periodic site observations were augmented by the special inspections completed by Martin/Martin, Inc. and S2E Structural Engineers, whose job summary letter follows this letter. Sincerely, Lawrence E. Kemp, P.E. Principal 12499 WEST COLFAX • LAKEWOOD, COLORADO 80215 • 303 - 431.6100 • WWW.MARTINMARTIN.COM t 5552 E. 117th Circle Thornton, CO 80233-1850 (303) 252-0471 (303) 280-3817 tax To: City of Wheat Ridge Bldg Dept 7500 W 29th Avenue Wheat Ridge, Colorado 80033 • rM DATE: JOB NO,: 7 -21 -2011 2019 -078 PROJECT: Walkway Reconstruction LOCATION' 9235 W. 48th Ave Wheat Ridge, CO 80033 CONTRACTOR: Gilmore Construction WEATHER: clear TEMP; PRESENT AT SITE: Arrived at Site, 1:30 pm Steel Welding /Concrete Reinforcement Inspection - West Deck Per your request I have provided a welding and concrete steel' reinforcing inspection at the above referenced location. Observed was the welded channel beams, rebar to edge weld and concrete deck reinforcing for the 2nd story exterior walkway. All observed was properly in place per typical industry standards, construction documents, and the applicable portions of the International Building Code. 0 COPY TO SIGNED This wto visit was made to observe'. the progmss and the q=% of fns structural poroan of the commuction work and to determine whether that work was is general COrtotmance to the structural portion of the Contract : Documents.. S2E5 observations are intended to pheectihe mterestsbfthe Owner andMe pUblis 62Eisnatrespans1b1a. fer the Contractors york work methods, safety inmoantions, timeliness of the work or any other aspect of the=mim,ction for Shinn the Contradar nasfesporiaibitiry. Structural Engineers 5552 E '117th Circle Thornton, CO 80233-1 (303) Z52-0471 (303) 280.3817 fax Tot City of Wh Ridge Bldg Dept 7500 W 29th Avenue Wheat Ridge Colorado 80033 x ! # RATE; —�, JOB NO.: 7- 13 -2Q11 2011 -07 PROJECT, Walkway Reconstruction - LOCATION_ 9235 W. 48th Ave Wheat Ridge, CO 80033 .CONTRACTOR: Gilmore Construction WEATHER: clear TEMP: PRESENT AT SITE: Arrived at Site, 1;30. pm Steel' Welding /Concrete Reinforcement Inspection - East Deck Per your request I have provided a welding and concrete steel reinforcing inspection at the above referenced location. Observed was the welded channel beams, rebar to edge weld and concrete deck reinforcing for the 2nd story exterior walkway. All observed was properly in place per typical industry standards, construction documents, and the applicable portions of the International Building Code. COPY TO SIGNED This site vis3.wes :made to'ebsenre the . program and the quality of the atmcturld portion of the construction work and to determine whether that wek was in general :conlarrnanee to the structural portion of the Contract Documents s2e's obsorvafions.am intended to protect the interests . of the Owner and the public.. S2E is not responsible for the Contractors work werk methods, Safety prebautiona, timeliness 0 Um Work or Any other aspect: of the conetructionforwh M the Contractor has responsibility. Inspection Type Job Address 7,2 /N Permit Number - :mom ma rtF SS �FL`T" -. C:*w f F rJ 0;, 00 R ❑ No one ible for inspecti squired: Yes Date: m D Inspector: 4 1 .. V CITY OF WHEAT RIDGE Building Inspection Division j (303) 234 -5933 Inspection line (303) 235 -2855 Office "(303) 237 -8929 Fax INSPECTION NOTICE Inspection Type A ,6 °- A Job Address 91%935* gzv ys X �� AlAkO771 Permit Number llo 7A c? ❑ No one available for inspection: Time AIVIR _ Re- Inspection required: Yes No When corrections have been made, call f for r re- inspection at 303 - 234 -5933 Date: 2111 Inspector: /z DO NOT REMOVE THIS NOTICE " ' City of Wheat Ridge 1� Commercial Miscellan PERMIT - 110729 PERMIT NO: 110729 ISSUED: 06/24/2011 JOB ADDRESS: 9235 W 48TH AVE N EXPIRES: 06/23/2012 DESCRIPTION: R &R 2nd floor concrete walkway * ** CONTACTS * ** owner 303/403 -5431 Jeffco Housing Autho gc 303/371 -5700 Jacob Gilmore 09 -0444 Gilmore Construction Corp. ** PARCEL INFO ** ZONE CODE: R -3 SUBDIVISION: 0044 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** Permit Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** 43,485.00 Conditions: LM: Approved. Zoned R -3. Subject to field inspection. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IBC and all applicable City of Wheat Ridge Municipal Codes. 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 t}rs document as parties to the work to be performed and that all work to be performed is disclosed in this docu idjoer As accompanying approved plans and specifications. Signature of OWNER or CO TRACTO (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 any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field in pe i n. Signature f Building Offical Date INSPE ION 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. y � City of W heat j p, Date: ��' COMMUNITY DEVELOPMENT .Plan Building &Inspection Services Division Permit # € 1 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303- 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application PrgertyAtlilress �a3 %U7� !/& Property Owner (please print) {O,-7 e00r74 17bu5//14_ Phone:303 -03 Mailing Address: (if different than property address) Address: 70& Y & z,) 7�f4 Ave City, State, Zlp'�6' /r°C6�" Contraetor: OY� C�YI$ CJGy7oYI AFY Contractors City License M Phone: 37/ - 5 - 7cv Sub Contractors;; Electrical: Plumbing: Mechanical: City License # City License # City License # Descrlatlor of work qq /Zj ��vlcc - a2/!C ContractV luei t d 1 L r Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. 1203 $� OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE: (OWNER) (CONTRACTOR) ar UTHORIZEDREPRESENTATIV of (OWNER) CONTRACTOR) PRINT NAME.-&4 d /pt SIGNATURE: DATE: r � / \ ✓ r ! y Z� r , /j ..y., l : l l I (1 F .M...yL Ml % .� f 'S J l D Yr L t �^ � / n„ �.a ly .��'� 2 ;, y r/'r J T e➢1 ✓d %.1 �� w q_� ✓ � r�/ L 'F r /�q v' l / s ''v'�'ir /� ✓1 a ., _ a—' Nrfr" \ / J✓ )� ���/ p <r? ' Y� 4> �� f ✓ � ii ��✓ )� cr r ' a� \ L rzr1 /Lm r � r ✓ `Y i /' 7l v r� 'xs`�+>*�'r""�4, J3/ ri � ' l'r'a/' ..9 r'r ;w `Fa � � �i „ r . r r /a j 4 ° r may„ t m r �h� <J �"ot �- �£ c r r r � tri i✓ r r PUBLIC WORKS COMMENTS yc^ ? rr �✓ �✓� h, r%'�t� � �, 'N', ' "ter?. "�- !cK.�z'�.,5- 'ri'a��u ,w' k��`a'�' ".,�s ✓' 2' y$l 6f "' . ,.b 7 r s , y- r v � � £ s. r r , , ( a 'UPAT�CY a ,.r ' r ReYlel�r yr s� i ' �i/ r ✓ r r r y ^' l G ray. ' i r c°' £ y ^�i �r* Aa(� C;r ' IRI FIRE pEPARTMENT ❑ appfoveH W/ Commenf5 ❑315approVed Q [lo" a IeW re Ulfetl Bld V8lllat1011. $ �/ �� ��� � 2 v JEFFERSON COUNTY HOU I G AUTHORITY 7490 West 45th Avenue Wheat Ridge, Colorado 80033 INVITATION TO BIB} I INSTRUCTIONS TO BIDDERS You are hereby invited to submit a bid to include all labor and materials to perform the work for the following Project: Project and Location: CAESAR'S SQUARE CS 2091 A WALKWAY WHEAT RIDGE CO 80033 The bid package with the engineering specs will be available at the Jefferson County Housing Authority office at: 7490 West 45"' Avenue, Wheat Ridge, Colorado as of May 5 20I0. Bids must be submitted on the bid form included in the bid uackatze substitutes will not be accepted. There will be no Walk -Thru Solicitation: Sealed bids will be accepted up to the above Due Date and Time, at the office of the Jefferson County Housing Authority; 7496 West 45th Avenue Wheat Ridge, Colorado 80033, after which time they will be opened, read aloud, and accepted for consideration. Bids received after this time will not be accepted. Partial bids will not be accepted. Bids must be submitted on the bid form included in the bid package, substitutes will not be accepted. Fazed bids will not be accented Bids must be in a scaled envelope; mark outer envelope with : CAESAR'S ,SQUARE CS Mi4.6 {V A uurAV 2nd FLOOR WALKWAY REMOVAL AND REPLACEMENT ALL PrRESPECTIVE BIDDERS MUST COME TO THE JCHA OFFICE AND PICK UP COPIES OF THE ENGINEERING SPECS, ALL WORK MUST BE DONE IN STRICT COMPLIANCE WITH THE ENGINEERING SPECS: Contractor must pay for and ptil! all permits and pay for any 'taxes, which are required, BEFORE any work begins. Applicable Laws. Regulations Permits and Fees- The Contractor is responsible for full compliance with all applicable federal, state, and local laws; codes ordinances, and regulations which may apply to or otherwise affect the work to be -done, the materials supplied, taxes, permits, fees and the labor to be employed in or about the work. The Contractor is responsible for obtaining, providing and paying for all permits and fees theref6re7before any work begins. Small Purchase Procurement The Authority is soliciting sealed bids for this work under its small purchase. procedures. This is a more informal and simplified process and will help the Authority expedite the procurement process. Because.the Authority is following this process, the Authority not be able to accept any bid that is more than .$100,000 for each bid /contract package, All work will need to be completed wtthu d ,777 '- tract signing. Award: The contract will be awarded to the lowest responsive and responsible, bidder in accordance with the bidding and contract documents and applicable law and regulations. Right to Reject Any and All Bids This solicitation does not commit the Authority to award a contract: nor to pay any costs incurred in the preparation of bids or the procurement of supplies. The Authority reserves the right to reject any and all bids, to waive any informalities or irregularities and tore- solicit when it is in the best interest of the Authority All units are occupied For Questions, please contact: Henry Wehrdt Housing Manager 11, (303) 403 -5531 or Melody Tomeeta, (303) 403 -5425 j Description of Work (Exhibit A) Project CS 2011 A WALKWAY, CAESAR'S SQUARE Item Description 9235 -9265 WEST 49th AVENUE, WHEAT RIDGE, CO Total Cost ncmuvai anu icpiduenlefiL ui ine wesiern second Tloor wan{way on just the 9235 & 9265 West 49th Avenue building as called out on Engineering specs. There is approximately 90 L.F. Please indicate charge per L.F. so if other walkways are replaced we will have the cost. COST o , 2006 1f3C, LMC, IPC, IPMC, IECC, IFC, IFGC; 2005 NEC; NFPA 99 and Grand Total $ 3 tr�j ICC /ANSI Al 17.1 -2003 it Ridge Building Department A ... .e._®s.rd .s7 — � >T U15AMWFICIAL DAT Validity of permit: The issuance of a permit or approval of plans, specifications and computations shall not be a permit for, or an approval of, any violation lo' any of the provisions of the building code or of any City ordinances. Permits presuming to give authority to violate or cancel the provisions of the building codes or other ordinances of the ity shall not be valid. 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I 4 V.o Xtnw Y I m (7m c o �:a � m o OTIS 03W`JO -q ONOOS m o 1- > OQCLL 'ei LL ti oo0 G Y m in O ¢vK -- VU¢ I u zN w v M m 8V1S 03WNOJ o 5 1 w - ¢ o i w ¢ w c �° J_ a Q ONOO eS F- w oo° 3a Q W UJ i i z m y Q Q m a ow 1 -- Cf) U zc j� •. I i air z --" I w J r-z ¢.doh w cLLw 3: c0 — 9� ravz. ci:u aooznirz aimlaivo :.t ll > ° " ]t'] Stl3N9153Y :NIZ �Y9GMY V d 0 0 a v a M Ut0 6 w w¢ 00 V a w �dwa GENERAL NOTES 1. GENERAL: IA. ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO'ENGINEER' MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS "CONTRACTOR'S ENGINEER ", "MECHANICAL ENGINEER ", ETC. 1B. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR ADDITIONAL REQUIREMENTS. EXISTING STRUCTURES: CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE 3ERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. 5. SUBMITTALS AND SUBSTITUTIONS: 5A. - IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED AND DESIGNED BY MARTIN /MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL COMPENSATE MARTIN /MARTIN, INC. FOR MAKING THE CHANGE. CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS - ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL - SUBMIT A STATEMENT OF RESPONSIBILITY FOR THE CONSTRUCTION THE LATERAL LOAD RESISTING SYSTEM IDENTIFIED IN THE DESIGN CRITERIA IN ACCORDANCE WITH IBC SECTION 1706 DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE 'NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL IFY THE ARCHITECT OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS CONDITIONS OF INSTABILITY OR LACK OF SUPPORT ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD 2C. PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS. 5B. SUBSTITUTIONS: ARCHITECTS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS 5C. NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN /MARTIN, INC. FOR DESIGNING THE REPAIR. 6. OSHA STANDARDS: 6A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 2D. ALL BIDDERS TO VISIT THE SITE TO OBSERVE EXISTING CONDITIONS PRIOR TO PLACING FINAL BID CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING )P DRAWINGS. 6B. THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, ETC., AS WELL AS CLOSURES FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MAY BE CONSIDERED A TRIP HAZARD, SUCH AS SHEAR STUDS, AFTER PROTECTIVE DECKING IS INSTALLED. CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE VSTRUCTION SCHEDULE. 2G. SUBMIT A DIMENSIONED DRAWING OF ALL NEW OPENINGS THROUGH EXISTING STRUCTURE AND SECURE APPROVAL PRIOR TO CUTTING. DRAWING SHALL SHOW VERTICAL & HORIZONTAL LOCATION AND SIZE OF PROPOSED OPENING. USE OF DRAWINGS: DO NOT SCALE DRAWINGS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, AND GENERAL NOTES, THE MORE ZINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER gERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. ERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK EWHERE ON THE PROJECT. 6C. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA. 7. CONSTRUCTION ENGINEERING: 7A. THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED TO: - LAYOUT - DESIGN FOR FORMWORK, SHORING, AND RESHORING - DESIGN OF CONCRETE MIXES - ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION - WELD PROCEDURES - DESIGN OF TEMPORARY BRACING 4. TEMPORARY CONDITIONS: - SURVEYING TO VERIFY CONSTRUCTION TOLERANCES 4A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS - EVALUATION OF TEMPORARY CONSTRUCTION LOADS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND /OR SUPPORT THAT MAY BE REQUIRED ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND /OR SEQUENCES. REFER TO - STRUCTURAL ENGINEERING TO RESIST ANY OTHER "LATERAL LOAD RESISTING SYSTEM DESCRIPTION" IN DESIGN CRITERIA FOR ADDITIONAL INFORMATION. LOADS NOT IDENTIFIED ON DESIGN DRAWINGS z; V' F! _ �- w Z¢ W PS o v 0 Q Lo Lo M M M 0 00 .� t¢ w 2 REVISIONS N0. ISSUE I DATE e PROJECT NO: 21623 DATE: 711612009 OMARTINIMARTIN2008 SHEET TITLE: NOTES SHEET NUMBER: S0.01 F E v 0 a U 6 U a N U(�O �a w� 00 w � w 3a V pZ W wawa SPECIAL INSPECTION NOTES I CONCRETE NOTES I 1A. SPECIAL INSPECTION SHALL BE PROVIDED PER IBC 2006 SECTION 109 AND CHAPTER 17. THE LIST BELOW IS A SUMMARY OF REQUIRED INSPECTIONS. REFER TO THE SPECIFICATIONS FOR DETAILED INSPECTION REQUIREMENTS. 1. GENERAL: 1A. ALL WORK SHALL CONFORM WITH ACI 301, LATEST EDITION, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. 1B. CONTACT MARTIN /MARTIN AFTER SLAB DEMOLITION TO OBSERVE EXISTING CONDITIONS, PRIOR TO SLAB PLACEMENT. 1C. CONCRETE: - STRUCTURAL CONCRETE INSTALLATION OF EMBEDDED BOLTS AND PLATES SUPPORTING STRUCTURE REINFORCING STEEL PLACEMENT FIELD BENDING OF REINFORCING STEEL ANCHORED REBAR INTO HARDENED CONCRETE WELDING OF REINFORCING 1D. STRUCTURAL STEEL: - SHOP AND FIELD WELDING DESIGN CRITERIA 1. CODES AND STANDARDS: 1A. GENERAL DESIGN - INTERNATIONAL BUILDING CODE 2006 1B. LOADS - ASCE /SEI 7 -05 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 1C. CONCRETE - ACI 301 -05 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" - ACI 318 -05 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 1D. STEEL ANSI /AISC 341 -05: "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" ANSI /AISC 360 -05: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" 2. GRAVITY LOADS - 5" WALKWAY SLAB DEAD LOAD = 60 PSF - 5" WALKWAY SLAB LIVE LOAD= 100 PSF NON- REDUCIBLE STEEL NOTES 1. WELDING REQUIREMENTS: 1A. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. 1B. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 1C. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI /AISC 360 -05 TABLES J2.3 AND J2.4. 1B. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION SP -66: "ACI DETAILING MANUAL" WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION AND ACI 318: "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE." 2. REINFORCING MATERIALS: 2A. SEE'REINFORCING MATERIALS TABLE' 3. STRUCTURAL CONCRETE MIX REQUIREMENTS: 3A. SEE'CONCRETE MIX TABLE' 4. PLACING REINFORCEMENT: 4A. REINFORCEMENT PROTECTION: - SEE ACI 318 -05 7.5 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117 FOR ADDITIONAL REQUIREMENTS 4B. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE FABRIC AT POSITIONS SHOWN ON PLANS. 5. CONSTRUCTIONICONTROL JOINTS: 5A. SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE SEQUENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG -TERM SHORTENING /SHRINKAGE. CONCRETE REINFORCING MATERIAL SCHEDULE MATERIAL ASTM / TYPE (KSI) (KSI) COMMENTS REINFORCING A615/A615M 60 GRADE 60 DEFORMED WELDED AND FIELD A706 /A706M 60 GRADE 60 DEFORMED BENT REINFORCING WELDED WIRE 185 PLAIN 70 REINFORCING 497 DEFORMED Zi: C/) M z Q w o 0 W �o C U LLl Cl � Q a' 0- xs Q Ln w co = m ISSUE PROJECT NO: 21623 DATE: 711620M ©MARTINIMARTIN200e SHEETTITUE: NOTES SHEET NUMBER: S0.02 a N U f w< 00 �w =a V o w Z --- �i .. i a E i T ,,•: a Cn W M Z Q o 0 oo Lu O C U Eli C) c Q m «s a M = Lu rn� NO.I ISSUE I DATE PROJECT NO: 21623 DATE: 7110009 OMARTINIMARTIN 2008 SHEETTITLE: NOTES SHEET NUMBER: S0.03 CONCRETE NOTES CONCRETE MIX TABLE x a _ J N r LL � z_ CV 2 R t Z u 11 W Q w 0 Lu � Lu O V z z O O z __z z z z Y = J Q Lu N J O o W 2 N z 2 2 z w N u i ~ z w F W Lu Z O W f- Q Z z X O w a r W F 0 a ° Q _� O X F rn H w LL v �Z a' ^2 a F in uj W w g U Q U U Q Q w W O U INTENDED USE °o N o U Z r 2 J Cn o F w U w LL' O 1 EXT TOPPING SLABS 5 NWC 0.40 564 3/4 4 6 1 / II AE, WRA FRC CONCRETE MIX TABLE NOTES: a. FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE NUMBERS PER ASTM C33: 3/4 ": #67 AGGREGATE b. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR + / -1 1 /2%. c. ABBREVIATIONS FOR REQUIRED ADMIXTURES AS FOLLOWS: AE = AIR - ENTRAINING ADMIXTURE. DO NOT USE ENTRAINED AIR FOR STEEL TROWELED FINISHED FLOORS. WRA = WATER REDUCING ADMIXTURE. d. ABBREVIATIONS FOR OTHER REQUIREMENTS AS FOLLOWS: FRC = FIBER REINFORCED CONCRETE WITH NOVOMESH 950 AT 1 BAG /CY Q p0 RE�j IrF a S 28355 Z --- �i .. i a E i T ,,•: a Cn W M Z Q o 0 oo Lu O C U Eli C) c Q m «s a M = Lu rn� NO.I ISSUE I DATE PROJECT NO: 21623 DATE: 7110009 OMARTINIMARTIN 2008 SHEETTITLE: NOTES SHEET NUMBER: S0.03 i f E 0 0 i U 6 h U a UN 0 00 w � a V o w Sawa 14' -9" TYP 3/4" TOOLED CONTROL JOINT, SEAL PER DETAIL 3/S1.10. TYP APT BLDG 3 (E) CHANNEL, TYP —' CJ 2 S1.10 REPAIR STEEL CHANNEL REPAIR STEEL COLUMN AT FND LEVEL REPAIR STEEL STRINGERS _ REMOVE AND REPLACE DAMAGED HSS 1x1 AT HANDRAIL SUPPORT 2 (E) COL, TYP S1.10 2 CJ � y S1. APT BLDG 3 S11 S1.10 r .1( REPAIR AREA SHOWN AS: 2 51.1( r TCJ, TYP 0 TYPICAL STEEL AT COLUMN, CHANNEL, BEARING ANGLES, AND STAIR STRINGER REPAIR CRITERIA: 1. TEST PAINTS ON EXISTING STEEL MEMBERS FOR LEAD CONTENT. ABATE PER OSHA STANDARDS AS REQUIRED 2. REMOVE ALL RUST WITH GRINDER OR WIRE WHEEL TO BARE STEEL 3. NOTIFY ENGINEER IF DEPTH OF RUST EXCEEDS 1/16" 4. PRIME WITH ZINC RICH PRIMER 5. APPLY FINISH COAT TO MATCH EXISTING 6. NOTIFY MARTIN /MARTIN OF ANY OTHER LOCS WITH VISI CONDITIONS �pp0 RE��� UNIT 9235 SECOND FLOOR WALKWAY PLAN VIEW 3/32" = 1' -0" ttj b 8 4 U) W M z Qo 0 W �o Lu C-4 re G LL '� re LoQ m w M = REVISIONS N0. ISSUE I GATE PROJECT NO: 21623 DATE: 7/1612009 0 MARTINIMARTIN 2008 SHEET TITLE:. UNIT 9235 PLAN VIEW SHEET NUMBER: S1.00 n v 0 0 / v a / e / U a UN 0 � 00 w � a V o w �nwa 14' - 3/4" TOOLED CONTROL JOINT, TYP SEAL PER DETAIL 3 /S1.10, TYP 3 1 S1�10 APT BLDG S1.10 �. A A A n A A /,A n y n TCJ, TYP — CJ (E) CHANNEL, TYP 2 2 S1.10 REPAIR STEEL COLUMN S1.10 "qv- AT FND LEVEL 2 2 51.10 S1�10 REMOVE AND REPLACE STAIR TREAD CLIP ANGLES AT 2 LOCS WERE 1 ANGLES ARE SEPARATED FROM _ STAIR STRINGERS, ANGLE SIZES AND WELDS TO MATCH EXISTING PAINT 2 PER REPAIR NOTES (E) COL, TYP Sy S1.10 /- CJ APT BLDG REMOVE AND REPLACE BEARING � � 1 ANGLES AT UNIT 9265, VIF SIZE AND ±VIF S1.10 EXISTING CONDITION. MATCH K EXISTING SIZE AND CONNECTIONS. TYPICAL STEEL AT COLUMN, CHANNEL, BEARING ANGLES, AND STAIR STRINGER REPAIR CRITERIA: „4 1. TEST PAINTS ON EXISTING STEEL MEMBERS FOR LEAD CONTENT. REPAIR AREA SHOWN AS: ABATE PER OSHA STANDARDS AS REQUIRED �Gan3a 2. REMOVE ALL RUST WITH GRINDER OR WIRE WHEEL TO BARE STEEL 3. NOTIFY ENGINEER IF DEPTH OF RUST EXCEEDS 1/16" 4. PRIME WITH ZINC RICH PRIMER 5. APPLY FINISH COAT TO MATCH EXISTING 6. NOTIFY MARTIN /MARTIN OF ANY OTHCS WITH VISIBLE RUST CONDITIONS e(10 REG / o. UNIT 9265 SECOND FLOOR WALKWAY PLAN VIEW 3/32" = V -0" l z I- l3 ZI_ FI J n 0 l Cn w M z a o 0 W i'So C � U �'- L Q m a' Ls ~¢ co w Q M 2 C'4 REVISIONS N0. I ISSUE I OATS PROJECT NO: 21623 DATE: 711612009 OMARTIWMARTIN2008 SHEET TITLE: UNIT 9265 PLAN VIEW iEET NUMBER: S1 001 O E 6 0 0 v a U a U(�O �z 00 � w < o Sawa (E) HANDRAIL 3116 SEAL PER 3/S1.10, SIM APPLY BROOM FINISH U CLEAN AND PAINT SLOPE o 0 1x2xCONT ROUGH CEDAR TRIM U "' BOARD, PRIME 6 SIDES AND (E) C5X6.7 TO 1/8 �, PAINT TO MATCH EXISTING. REMAIN o u- PROVIDE COLOR, AS APPROVED BY OWNER STRIKE FLUSH W/ SURFACE PROVIDE BRACING OF (E) C5 AS EPDXY COATED DOW CORNING 756 WWF 4x4 W4xW4, REQUIRED. SILICONE SEALANT PROVIDE CLASS A TYP CENTERED FORMED FINISH #3x1'- 4 " @48" OC BOND BREAKER TAPE WITH 1/8" MAX DEMOLISH EXISTING AND AT EA COL, —; IRREGULARITY CONCRETE SLAB AND EPDXY COATED REPLACE AS SHOWN 318" SEAL 2 NO SCALE SLAB DETAIL SLOPE PROVIDE UNIT COST TO 1/8" REMOVE AND REPLACE PROVIDE TOOLED (E) SLAB NEW SLAB UPPER BEARING ANGLE CONTROL JOINTS FULL LENGTH OF DEMO'D (TCJ) AS NOTED OR % SLAB WITH GALV ANGLE AT EACH COLUMN m TO MATCH EXISTING LINE AND AT MID 1/8" RECESS g 4 SPAN BETWEEN z o SHORE NEW CONC (E) ANGLE, REMOVE COLUMNS, MIN o w " AND REPLACE WITH DOW CORNING 756 SLAB FOR A MIN OF 0 14 DAYS GALV ANGLE TO � 3/8" SEAL SILICONE SEALANT w MATCH EXISTINGAS BOND BREAKER TAPE � ,� NEEDED, REPLAN (E) WOOD FRAMED WALL DEMOLISH EXISTING CONCRETE SLAB AND �QOO REPLACE AS SHOWN DRILL AND GROUT 6" #3x1' 6" DOWELS @16" OC 28355 b EPDXY COATED � y i 3 NO SCALE CONTROL JOINT (CJ) DETAIL 1 NO SCALE SLAB TO (E) WALL r' I, W Q � Cl) �vJ v/ W Lu Q � Q � U Q w C-) Q O x I-- o m U L � a) «s a Lo LU N = m� NO.I ISSUE I DATE I PROJECT NO 21623 DATE: 7/1612009 SHEET TITLE: DETAILS SHEET NUMBER: S1.10 1 s CITY OF WHEAT RIDGE Building Inspection Division f � (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: _X 9' Job Address: 2 2 rg w YVP:Kl tl Permit Number: era> 3 >7 ❑ No one available for inspection: Time ,V,' YY1 / PM Re- Inspection required: Yes When corrections have been made, calf for re- inspection at 303 - 234 - 5933 Date: _ 44741 _ 42 Inspector DO NOT REMOVE THIS NOTICE C it of l��at 1 c Dater COMMUN riy DEVELOPMENT - Plan # Building & Inspection Services Division Permit # 7500 W. 29 Ave. Wheat Ridge, CO 80033 Office: 303 - 235 - 2855 . Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application PropertyAttdres4;, 9235 w• 48' —` )4,r Property Owner (please print) J 6-414 Phone: Mailing Address: (if different than property address) Address: City, State, Zip: C_gntractgr: W?/ -o?V�5 i 2�c%l Contractors City License #: Phone: �0�— 9ZO • 0I _�ontracfiasi Electrical: Plumbing: Mechanical: City License # /D _ 01&6 &6 City License # City License # tiekraptton �3'vvork (O l wtr1t0 w5 lle,dwe- SiA/GG,a (.rrrt &—vU Fyaogwe.e Contract value: yvrr�J " — S wt }L. DO VtSt /1/3s.c Low E�A�Gaa $ /to, zzy. z1 .VINY F/alt~ E hCR -Gy GF!' I>,°LrCrvT Review Pee (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. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINTNAME: ( (S= SIGNATURE: DATE: r DEPA,RTIlilE1+1T USE ONLY gggg r ZONING COMMENTS r i �� � 3, � � s� ��` ' � �" �. '� - ^ � a v � � �' � '^�"'-- ai �' ) r r � z, - �.' s ^ - :^kc ✓,.y � ? {Cla.y«� ^n . r" � r s cv s Zopmg, i 1 : �� i � ✓ . /» r te ,,, �s�,� �✓ � N " rr:,3 r�� � ' ReYIeWBr � � ,, r� r" >rsl,�"" ✓ < �, s %� 1 ', u 1 a v ✓,(° l 9 � � r //� �! ✓ �w7 Gv�iy � 6^ ly y�i FN C✓ t BUILDWG DEPA � �i t "'!�< � i w�'3�'w'iks., ,.r�.r y+�r;, � ✓ i s..:� � T3`CMEt7T,�CONIMEt�TS , � y/ x ''df �� ✓ '' /� *' - � ��! ,"' , I2eNeVsOeT" � � � `. ! p, � � „�i ✓� " a �' // J" S��Y`v -� r^'�”` M r F T 7 > ur.r. y �i i. � �✓' � y"�a si .� �'ri T���il .,+1 � J � ,/ �� , � l ii/ f <v "� � � i /� r .''1''"'r� �e�rw;�,� n� s t=;`./: ✓.�^ �. � re 1+- � r e r i i ) ✓ � `�ly sj /�'� `r d� a 9 i PUBLICWORKS �OMp,ENTS o / �%� ,y ` s ra �"' e `•r �ryn� l `C)G,��F.,��%Y FIRE DFPARTMENT� 'O'epproved WI Cetl]�men� "'T7 dts"appPoV,ed iJ no 2K1e5Y ro{I`�ed Bldg Valuation $ r s 1 A 4 CITY OF WHEAT RIDGE ' Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: �WA: 3 Job Address: Zg3 5 w yf5�77.f� xlt erst Permit Number: o�/�P�itf tJ ❑ No one available for inspection: Time k AM PM Re- Inspection required: Yes When corrections have been made, call for re- inspection at 303 -234 -5933 Date: S120io Inspecto DO NOT REMOVE THIS NOTICE City of Wheat Ridge n Faxed Plumb. Permit PERMIT - 101079 v 41 PERMIT NO: 101079 ISSUED: 04/29/2010 JOB ADDRESS: 9235 W 48TH AVEN EXPIRES: 10/26/2010. ; DESCRIPTION: .3 boiler replacements, 903,000 btutotal CONTACTS ***j owner. 303/403-5431 Jeffco Housing Authority sub. 303/421-2161 01-7835 Blue'. Sky Plumbing * * PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION 0044. BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 30,790.00 FEES Permit Fee 587.48 Total Valuation - .003 ' 9111 Use Tax 554.22 6 TOTAL 1,141.70 Conditions: Both front and back of permit need to be posted on job site. If one or the other is not present, INSPECTION WILL NOT BE PERFORMED. Subject to field inspections. 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 edge Ordinances, for work under this permit. Plans subject to field inspection. Si ure of contractor/owner date 1. This permit was issued in accordance with the `provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City.- 2. This permit shall expire 180 days from the. issue date. Requests for an extension must be. received. prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, :a new permit may be acquired for a fee ofone-half the amount normally required, provided no x ,14 changes have been or will be made in the original plans and specifications and any suspension or abandonment has not . exceeded. one (1) year.'. If changes. have been or it suspension or abandonment exceeds one (1)'. year, full fees shall ' be paid for a' new permit. e . problem. 4. No work of any manner shall be done that will change the natural flow of water causinga drainag S. Contractor shall notify' the Building Inspector twenty-four (24). hours in advance for all inspections and shall receive .g ' written approval oninspection -card before' proceeding:. with successive phases of the. job. - 6 The issuance of a permit or the approval of drawings and specifications shall. not be construed to be a permit for, nor an approval of, any violation of. the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is.. subject to field.. inspections. Signatur of Building Official ..date INSP TIO REQUEST LINE: (303)234-5.933 BUILDING OFFICE: (303)235-2855 ol REQU STS MUST BE MADE BY 3PM ANY. BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ' . Z 3 a City of ` Wheat id Date: MMUNITYDEVEL,OPMENT Permit#: ~(d Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Facsimile Building Permit Application Property Address: C1 --;;l. -5nn(). 4glh C, fI f Property Owner (please print):<„ )e•r-P(°a 4cwe,'ivio r ILI't~'o rl-rq Phone: ,J- Mailing Address: (if different than property address) Address: --I iLa/~ I ;~#tn I Contractor: Contractor License 0 Phone: 5 Sub Contractors: Company Name: License Expiration Date: Trade/Profession: Approval: Use of space (description): a a- 101CW Description of work: 7CW,C-~0 ~•E tr~~rwt:v✓t~' Plan Review (due at time of submittal): $ Sq. Ft./L. Ftadded: 'l Squares BTU'sCiL ' allons Amps 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 Cade (I.B.C) and all oth applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR or PERSONAL REP ENTA TtV of NER) (CONTRATOR) +~q PRINT NAME: VL L! Y'~ [/lUG~ SIGNATURE Date: 1 -off-L ~L© ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: OCCUPANCY: Reviewer: FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required Bldg Valuation: $ Credit Card Payment: Use credit card listed on file. Date: Print name: Signature: 0 ~ ~ ~ m m =r ~ o ~ c 0 m ~ C)~ N ~ m ~ N 0 CD a ~ 3 0 m CL C) ; o C) CD o 7 (D ~ ~~o ~ ~to e 0 m ~ 0 ~ w n~, - -C m ` o P t° om 9 w c~o C M a po a 0 ~ C O 0 9 ~ C) ~!1 \/1~/ \ CA) ^ Y/ O. ~ m w ~ F * c ep o ! N N o ~ O ~ ; ~ • D ~ Z „cn ~ 0 ° 'a o ~ :r ~ ~ rrt m 3 y(A ~ n m ~ Z 3 f ~ w a~ rc m o m c a CC v A \ArU V~h71TIL m V1 V11 Henry Wehrdt Je G W R MARTIN f MARTIN ' CO115W SING rNGIfV ECRS t Asa ~ ~o M Q \ c o h-~ ay 10, 2007 `f k\.3k v~ Tx fferson County Housing Authority 025 West 35°i Avenue heat Ridge, Colorado 50033 At your request, we ;visited fife apartment complex, investigationt was pelfo"rmed in the interior courtyard observe the existing steel-frtuner7 elevated walkways. oai` visit was to assess and evaluate their currentc saI`ctyofthewalkway where significant damages hav of this investigation. Overview and Uc*neral Conditions The building is a two-level wood framed multi-fariiily veneer and lap siding. The configuration of the bui located along the interior of the structure; The entr: Olt ?4i 9 WE5r referenced.. above On May N, _UU./.. All portion of the subject buildings in order to landings and stair systems. The purpose of ondition and provide an opinion as to the e occurred. This report presents the results residential structure with an exterior brick lding provides for a private courtyard area aces to all the apartment units are located ort the front.of the building (at the location sidored to be facing, south. r a steel trained walkway and stair system ne framing (steel angles and channels) is structure as well as a series of tube steel ority of the underside of the walkways is fn~00 S021 5 OP Structural Investigation - Safety Evaluation Elevated Exterior ConcreteMbial Walloway System Caesars Square Apartments' May 10, 2007 ]rage covered with vented decorative metal plates. The determination above was based oar visual inspccdon and experieiice of this type of construction and iLshould'be notes( that it was not possible to verify, ''With complete certainty, all of the structural components of the `elevated walkvays esp9cially where they are attached to the building: Coneretel felal Deck Floor Sa slettt" The wallavays and landings consist of 1-112" metal floor deck supporting cast-in-place concretes (docking and concrete total depth, is"approximately 5 inches). All the concrete surfaces of the walkways and landings have"experienced a significant amount of surface scaling and cracking dens m "prolonged exposurb0o wcather. The cracks provide Ya conduit for the infiltration of water to'the metal contiporrents"bCthciwalkway;belmv. Furthermore, it does not a'ppeai that any of the concrete joints or Surfaces -have-bean cardked or waterproofed recently with the exception of the new portion of the wailkway at the north end oftheBuilding 9235 Guest 48"' Avenue. Severe corrosion of foie metal deaking and the steal plate sheathing has also occurred due to this winter infiltration. All the metal 'lock 'inspected has deteriorated to sonic degree; however the areas most significantly affected arc,the, northeast and northwest corners and the north stairs of both buildings. ~ SIL'el F`/"ID1437EQ' The concrete/metal deck floor. systems are supported.by steel angle- ledgers connected to the building and steel channels along the exterior. Support of tine channels is provided by steel tubes posts. A'majority of the steel channels and support pasts have experienced moderate to significant corrosion. The dainage.to the posts has occurred at the floor connections where they are welded to'the Stec] channels, Sections; of the ai ale ledga ,indicate substantial cevidence lof deterioration, however not to the extent where enruient Cal1,111Se)rould occur. DiSCHSSIOn The components of the portions bf fhe existing exterior elevated walkways, landings and stairs observed exhibit moderate to severe deterioration due to corrosion, as a result of ]ono teen waiter inftltration,`The significant damage; have occurred and were noted at the northeast coolers of the'wallcvvays in both building courtyards and at the north stairs which access the walkway to bout systems. Tice severeIv damaged portions=gf'tGt walkways, stairs and landings should be repaired as landings are structurally intact and quickly as possible. Currently, thcwaikvvay, stairs and ,stigation - Sufety Evaluation Jf Colcrete/Nletal Walkway System N 1. 1 tlt to 4; TI ty: an or TI fc It tli ob W( 1V, iesa $ Si ware Apartments ay 10, 2007 ge 3 not appear to be in d weather- detcriorntioz mificant repair are merits in order to'mai e metal 'deck has core rations and the bottom the concrete deck is v use the reinforda-, to c) minenteollapse. However clue to the continual exposure elements has been accelerated and is occurring rapidly. to structurally reinforce the )valkrvays and associated conditions. dislodged from the bottom of the concrete in both these ' aetc is visible The bottom of the lmtgnitudiualreinforcing was noted to be corroded. Eventually, this corrosion will degree where signiftcunt cJ ackiug of the concrete deck will ial ly Tony beptesented. observe the current conditions of portions of the exterior bject buildiags, '.this investigation did not include a review of property including the lilt and is not intended for use as design not extend to the design.: or constipation observation phases. re ntable dur ng'a visual tnspecfiion of this type. £ ciate the opportunity to be of service. If you r. questions, please Icel free to contact me at (720) 544-8934. Respcctfully'submitted, p x~vt~tct O➢RJ MVO Ott f'~~JJd~ttSlt40eSA~4~~,~~~~` Robcrt,C. Davis Ill,'P,E, fiefiinr tntrestinafive Rnaineer , arclutectural, or other structural 'rein. ,the structural components during are based on preliminary visual is taken for any conditions, which ditional information or have any BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at ~Z_2_> 5 /'j, .41A`4_ I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: 6/'~ is J 170 ~1- ~~n/r(~C~ Yk'.G'c~ %CCt'.SSQh~ / U-aC~'iUn You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date /0-a~-9? Inspector for Building Dept. DO NOT REMOVE THIS TAG FORM WR6.22 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at - qZ3 5 6'f, ~ f I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date DO NOT REMOVE THIS TAG for Building Dept. :FORM WR6-22 ~ST¢/~ h4,~ UtYU: %Y- 1~1E C17 nG~D~~G "O/~ .x.. N 4 NOTICE AND ORDER To PROPERTY OWNER AND ALL CURRENT OCCUPANTS CC: Jeannette Barth • ° " 9235 W WUnit2 7160 3901 9844 2644`2837 Wheat Ridge CO, 80033 ® e Property Description: 243800 Ficco Sub or commonly known as-0 65 9295 9325, :9355 92 Wheat Ridge Colorado 80033 NOTICE The property owner, and all current occupants, are hereby notified that the undersigned Building Official of Wheat Ridge, Colorado, has found the building located on the above described real property to be a Dangerous Building within the meaning of Section 302 of the Uniform Code for the Abatement of Dangerous Buildings, 1997 edition, as adopted by the City of Wheat Ridge, Colorado ("Code"), as more particularly set out below: The building is being used for dwelling purposes and is in violation of the Uniform Code for the Abatement of Dangerous Buildings, sections in bold are the sections that this property is in violation of. SECTION 301- GENERAL For the purpose of this code, certain terms, phrases, words and their derivatives shall be construed as specified in either this chapter or as specified in the Building Code or the Housing Code. Where terms are not defined, they shall have their ordinary accepted meanings within the context with which they are used. Webster's Third new International Dictionary of the English Language, Unabridge, copyright 1986, shall be construed as providing ordinary accepted meanings. Words used in the singular masculine gender include the feminine and the feminine the masculine. BUILDING CODE is the International Code Council, as adopted by this jurisdiction. DANGEROUS BUILDING is any building or structure deemed to be dangerous under the provisions of Section 302 of this code. HOUSING CODE is the Uniform Housing Code promulgated by the International Conference of building Officials, as adopted by this jurisdiction. INTERNATIONAL PROPERTY MAINTENANCE CODE is the 2003 International Property Maintenance Code promulgated by the International Code Council, as adopted by this jurisdiction. SECTION 302 - DANGEROUS BUILDING For the purpose of this code, any building or structure which has any or all of the conditions or defects hereinafter described shall be deemed to be a dangerous building, provided that such conditions or defects exist to the extent that the life, health, property or safety of the public or its occupants are endangered. 1. Whenever any door, aisle, passageway, stairway or other means of exit is not of sufficient width or size or is not so arranged as to provide safe and adequate means of exit in case of fire or panic. 2. Whenever the walking surface of any aisle, passageway, stairway or other means of exit is so warped, wom. Loose, tom or otherwise unsafe as to not provide safe and adequate means of exit in case of fire or panic. 3. Whenever the stress in any materials, member or portion thereof, due to all dead and life loads, is more than one and one half times the working stress or stresses allowed in the Building Code for new buildings of similar structure, purpose or location. 4. Whenever any portion thereof has been damaged by fire, earthquake, wind, flood or by any other cause, to such an extent that the structural strength or stability thereof is materially less than it was before such catastrophe and is less than the minimum requirements of the Building Code for new buildings of similar structure, purpose or location. 5. Whenever any portion or member or appurtenance thereof is likely to fail, or to become detached or dislodged, or to collapse and thereby injure persons or damage property. 6. Whenever any portion of a building, or any member, appurtenance or ornamentation on the exterior thereof is not of sufficient strength or stability, or is not so anchored, attached or fastened in place so as to be capable of resisting a wind pressure of one half of that specified in the building Code for new buildings of similar structure, purpose or location without exceeding the working stressed permitted in the Building Code for such buildings. 7. Whenever any portion thereof has wracked, warped, buckled or settled to such an extent that walls or other structural portions have materially less resistance to winds or earthquakes than is required in the case of similar new construction. 8. Whenever the building or structure, or any portion thereof, because of (i) dilapidation, deterioration or decay; (ii)faulty construction; (iii) the removal, movement or instability of any portion of the ground necessary for the purpose of supporting such buildings; (iv) the deterioration, decay or inadequacy of its foundation; or (v) any other cause, is likely to partially or completely collapse. 9. Whenever, for any reason, the building or structure, or any portion thereof, is manifestly unsafe for purpose of which it is being used. 10. Whenever the exterior walls or other vertical structural members list, lean or buckle to such an extent that a plumb line passing through the center of gravity does not fall inside the middle on third of the base. 11. Whenever the building or structure, exclusive of the foundation, shows 33 percent or more damage or deterioration of its supporting member or members, or 50 percent damage or deterioration of its non-supporting members, enclosing or outside walls or coverings. 12. Whenever the building or structure has been so damaged by fire, wind, earthquake or flood, or has become so dilapidated or deteriorated as to become (i) an attractive nuisance to children; (ii) a harbor for vagrants, criminals or immoral persons; or as to (iii) enable persons to resort thereto for the purpose of committing unlawful or immoral acts. 13. Whenever any building or structure has been constructed, exists or is maintained in violation of any specific requirement or prohibition applicable to such building or structure provided by the building regulations of this jurisdiction, as specified in the Building Code or Housing Code, or of any law or ordinance of this state or jurisdiction relating to the condition, location or structure of buildings. 14. Whenever any building or structure which, whether or not erected in accordance with a all applicable laws and ordinances, has in any non-supporting part, member or portion less than 50 percent, or in any supporting part, member or portion less the 66 percent or the (i) strength, (ii) fire-resisting qualities or characteristics, or (iii) weather-resisting qualities or characteristics required by law in the case of a newly constructed building of like area, height and occupancy in the same location. 15. Whenever a building or structure, used or intended to be used for dwelling purposes, because of inadequate maintenance, dilapidation, decay, damage, faulty construction or arrangement, inadequate light, air or sanitation facilities, or otherwise, is determined by the health officer to be unsanitary, unfit for human habitation or in such a condition that is likely to cause sickness or disease. 16. Whenever any building or structure, because of obsolescence, dilapidated condition, deterioration, damage, inadequate exists, lack of sufficient fire-resistive construction, faulty electric wiring, gas connections or heating apparatus, or other cause, is determined by the fire marshal to be a fire hazard. 17. Whenever any building or structure is in such a condition as to constitute a public nuisance known to the common law or in equity jurisprudence. 18. Whenever any portion or a building or structure remains on a site after the demolition or destruction of the building or structure or whenever any building or structure is abandoned for a period in excess of six months so as to constitute such building or portion thereof an attractive nuisance or hazard to the public. The 1997 Uniform Housing Codes states: SECTION 1001- DEFINITIONS 1001.1 General. Any building or portion thereof that is determined to be an unsafe building in accordance with Section 102 of the Building Code, or any building or portion thereof, including any dwelling unit, guest room or suite or rooms, or the premises on which the same is located, in which there exists any of the conditions referenced in this section to an extent that endangers the life, limb, health, property, safety or welfare of the public or the occupants thereof, shall be deemed and hereby are declared to be substandard buildings. 1001.2 Inadequate Sanitation. Buildings or portions thereof shall be deemed substandard when they are when they are in sanitary. Inadequate sanitation shall include, but not be limited to, the following: 1. Lack of or improper water closet, lavatory, bathtub or shower in a dwelling unit or lodging house. 2. Lack of or improper water closets, lavatories, and bathtubs or showers per number or guests in a hotel. 3. Lack of or improper kitchen sink in a dwelling unit. 4. Lack of hot or cold running water to plumbing fixtures in a hotel 5. Lack of hot or cold running water to plumbing fixtures in a dwelling unit or lodging house. 6. Lack of adequate heating facilities. 7. Lack of or improper operation or required ventilating equipment. 8. Lack of minimum amounts of natural fight and ventilation require by this code. 9. Room and space dimensions less than required by this code. 10. Lack of required electrical lighting. 11. Dampness of habitable rooms. 12. Infestation of insects, vermin or rodents as determined by the health officer. 13. General dilapidation or improper maintenance. 14. Lack of connection to required sewage disposal system. 15. Lack of adequate garbage and rubbish storage and removal facilities as determined by the health officer. 1001.3 Structural Hazards. Buildings or portions thereof shall be deemed substandard when they are or contain structural hazards. Structural hazards shall include, but not be limited to, the following: 1. Deteriorated or inadequate foundations. 2. Defective or deteriorated flooring or floor supports. 3. Flooring or floor supports of insufficient size to carry imposed loads with safety. 4. Members of walls, partitions or other vertical supports that split, lean, list or buckle do to defective material or deteriorations. 5. Members of walls, partitions or other vertical supports that are of insufficient size to carry imposed loads with safety. 6. Members of ceilings, roofs, ceiling and roof supports, or other horizontal members that sag, split or buckle due to defective material or deterioration. 7. Members of ceilings, roofs, ceiling and roof supports, or other horizontal members that are of insufficient size to carry imposed lads with safety. 8. Fireplaces or chimneys that list, bulge o settle due to defective material or deterioration. 9. Fireplaces or chimneys that are of insufficient size or strength to carry imposed loads with safety. 1001.4 Nuisance. Buildings or portions thereof in which there exists any nuisance as defined in this code are deemed substandard buildings. 1001.5 Hazardous Electrical Wiring. Electrical wiring that was installed in violation of code requirements in effect at the time of installation or electrical wiring not installed in accordance with generally accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandard. 1001.6 Hazardous Plumbing. Plumbing that was installed in violation of code requirements in effect at the time of installation or plumbing not installed in accordance with generally accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandard. 1001.7 Hazardous Mechanical. Mechanical equipment that was installed in violation of code requirements in effect at the time of installation or mechanical equipment not installed in accordance with generally accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandard. 1001.8 Faulty Weather Protections. Buildings or portions thereof shall be considered substandard when they have faulty weather protections, which shall include, but not be limited to, the following: 1. Deteriorated, crumbling or loose plaster. 2. Deteriorated or ineffective waterproofing or exterior walls, roof, foundations or floors, including broken windows or doors. 3. Defective or lack of weather protection for exterior wall coverings, including lack of paint, or weathering due to lack of paint or other approved protective covering. 4. Broken, rotted, split or buckled exterior wall coverings or roof coverings. 1001.9 Fire Hazard. Any building or portion thereof, device, apparatus, equipment, combustible waste, or vegetation that, in the opinion of the chief of the fire department, is in such a condition as to cause a fire or explosion or provide a ready fuel to augment the spread and intensity of fire or explosion arising from any cause shall be considered substandard. 1001.10 Faulty Materials of Construction. The use of materials of construction, except those that are specifically allowed or approved by this code and the Building Code, and that have been adequately maintained in good and safe conditions, shall cause a building to be substandard. 1001.11 Hazardous or Insanitary Premises. The accumulation of weeds, vegetation, junk, dead organic matter, debris, garbage, offal, rat harborages, stagnant water, combustible materials, and similar materials or conditions on a premises constitutes fire, health or safety hazards that shall be abated in accordance with the procedures specified in Chapter 11 of this code. 1001.12 Inadequate Exits. Except for those buildings or portions thereof that have been provided with adequate exit facilities conforming to the provisions of this code, buildings or portions thereof whose exit facilities were installed in violation of code requirements in effect at the time of their construction or whose exit facilities have not been increased in number or width in relations to any increase in occupant load due to alterations, additions or change in use or occupancy subsequent to the time of construction shall be considered substandard. Notwithstanding compliance with code requirements in effect at the time of their construction, buildings or portions thereof shall be considered substandard when the building official finds that an unsafe condition exists through an improper location of exits, a lack of an adequate number or width of exits, or when other conditions exist that are dangerous to human life. 1001.13 Inadequate Fire-Protection or Fire-Fighting Equipment. Buildings or portions there of shall be considered substandard when they are not provided with the fire-resistive construction or fire- extinguishing systems or equipment required by this code, except those buildings or portions thereof that conformed with all applicable laws at the time of their construction and whose fire-resistive integrity and fire-extinguishing systems or equipment has been adequately maintained and improved in relation to any increase in occupant load, alteration or addition, or any change in occupancy. 1001.14 Improper Occupancy. All buildings or portions thereof occupied for living, sleeping, cooking or dining purposes that were not designed or intended to be used for such occupancies shall be considered substandard. The following is a list of items that shall be fixed to meet code: 1. Bedroom windows do not meet egress requirements of the Uniform Building Code or the International Building Code as required in Section R310. 2. Walls and Ceiling shall be a 1 hour fire separation in all utility rooms with boilers and heating units over 400,000 BTU. 3. Need smoke detectors in each bedroom and one in the living room. 4. Section 907.3.1.7 Group R-2. A fire alarm system shall be installed in existing Group R-2 occupancies per 2003 International Fire Code. 5. Domestic Hot water shall not be above 140 degrees F, must install water mixing valve if the boiler supplies domestic hot water along with building heat. 6. All penetrations through fire separation walls, ceilings and floors shall be rated or fire calked. 7. Signs shall be put on storage room doors stating, "Storage Room". 8. Crawlspaces shall be cleaned out from old equipment and combustible material. 9. Make up air screens shall be cleaned going into boiler rooms. 10. Boiler rooms shall be provided with outside make up air. 11. Electrical shall be secured to wall not just hanging. 12. Sign on boiler room stating, "Boiler Room No Storage". 13. Put a sign on the door for the laundry room stating, "Laundry Room". 14. Electrical Breaker Boxes shall be labeled. 15. Rooms with electrical disconnect shall be labeled, "Main Electrical Disconnect". 16. Need door knobs on doors. 17. Crawlspace access shall be 1 hour fire rated door and assembly. 18. Apartments in basement of 9295 lack proper egress, egress out of basement needs to be fixed, need to extend hallway to exterior wall. 19. Exit signs shall point in the direction of travel. 20. All locks shall come off exit doors. 21. Covers on base board heat need to be replaced. 22. Fix all broken drywall in hallways. 23. All doors shall be labeled as to use of boiler, storage or electrical. 24. Carpet shall be stapled down to prevent tripping hazard. 25. Stabilize all handrails and all handrails shall be between 34-38 inches above the plain of the tread. 26. Two light bulbs per exit sign required. 27. Activate spring on Fire Door so self closing, Fire door and assembly shall be fire rated. 28. Low hanging lights need guards. 29. Stair well shall have working drains 30. Remove dead bolt locks into storage area. 31. Boiler room floor needs to be fixed. 32. Need additional exit signs and back up lighting. ORDER The City of Wheat Ridge Building Official has determined the building referenced above to be a Dangerous Building and to constitute a health hazard if not fixed. The owners are ordered to pull a building permit to fix the deficient items. If such items are not fixed by June 30, 2005, the Building Department will post 9265, 9295, 9325, 9355, 9235 W. 480, Ave. in Wheat Ridge CO. 80033 as a Dangerous Building. All existing tenants may stay in the building as long as a permit is pulled to fix the issues. When a tenant moves out of the rental unit, that unit shall not be leased out until all items at Caesar Apartments are brought to code. Pursuant to Code future tenants shall not be permitted to occupy these units until all issues are brought up to code and are inspected by the City of Wheat Ridge Building Department. This is therefore required in order to protect life, health and safety of the public. The property owner and all future occupants are hereby ORDERED TO CEASE AND DESIST occupancy and use of the above described building. The Building Official shall cause the property to be posted with the attached Notice after June 30, 2005 and shall take action to remove all future occupants from the building until the building is brought up to code. REMEDIAL ACTION - 1. The property owner must apply for and obtain a City of Wheat Ridge building permit to correct the following deficiencies. L All deficiencies shall be fixed but are not limited to the items on this list. APPEAL OF THIS NOTICE AND ORDER Any person having record title or other legal interest in the above described premises may appeal this Notice and Order or any action of the Building Official to the Building Code Advisory Board or known as the Board of Appeals pursuant to section 112 of the Code, provided that the appeal is made in writing as provided in the Code and filed with the Building Official within ten (10) days from the date of service of this Notice and Order. Failure to appeal will constitute a waiver of all rights to an administrative hearing and determination of this matter. FILING OF AN APPEAL SHALL NOT STAY THE EFFECTIVENESS OF THIS NOTICE AND ORDER It is a misdemeanor to occupy this building, or to remove or deface this notice. BY ORDER OF THE CITY OF WHEAT RIDGE'S BUILDING OFFICIAL 303-235-2853 303-570-7510 Chadlev Root. Building Official ~g . For- A" ~ A y e~~{Yh F.. 1 ~ °ma ® a ~ am a h xyP.'S' a m ~ ~ w ,,,ac ~a mm~~ao 1 w. vP ~m o ~ w~ :1_< ..,.a .+°.w aw .cs® vu u,.a.~®.n .a ...m ~.m -m ~d aw _..a ~ ...w .sc.. 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P, n arret rf G oa r , sits 4~~a n q re u ' I T 1 ~(r Ma yIN' "Frown Z-3 S o8~ ~s~ C Q OP o o 2 -7 g1 1 ~ nS •ne Y A ~t / Y O ~c a a ~a t ~c~~y G ~h2 wit vs Ck~ 61 ~r O-A 4 LY i lzi- e :no C_S Ai~r R ti WHEAT RIDGE POLICE DEPARTMENT - IR CASE REPORT Case 0200115901 Page 2 Begin Date/Time: 12/31/9999 3:53:02 PM Report Title: AGENCY MUTUAL AID Occur. Location: Apt: City: WR State: CO Category PERSON Person Type COMPLAINANT SSN First Name WALTER Middle Name SCOTT Last Name BOIGEGRAIN Race WHITE Sex MALE DOB DL Number/St CO Name Type LEGAL HOME 9265 W. 48TH AVE. APT 12 WHEAT RIDGE CO 80033 Phone (303)940-6365 Case Number 0200115901 -IR ReportTitle AGENCY MUTUAL AID Page 2 Reporting Officer CASSA J Date Printed 08/09/2001 Time Printed . 17:05:46 WHEAT RIDGE POLICE DEPARTMENT - NARRATIVES FOR CASE 0200115901 Date 08/09/2001 Page 1 AGENCY MUTUAL AID SUPP. REPORT #IR CASSA J On Thursday, August 9, 2001, at approximately 0840 hours, I received a telephone call from Walter Boigegrain. Mr. Boigegrain reported to me that he is a long term resident of the Caesar Square Apartments. Mr. Boigegrain wanted to report to the City that the wooden swing set located in the plaground area of the apartment complex is structurally unsound and is unsafe for use by the children residing in the apartment complex. Mr. Boigegrain states the playground area is located in the northeast corner of the lot located at 9265 West 48th Avenue. Mr. Boigegrain states the apartments are owned by the Jefferson County Housing Authority. His contact person with the Authority is a person by the name of Henry. Henry can be reached at 303-422-8600 ext 23. On Thursday, August 9, 2001, 1 met with APCO Supervisor Nick Fisher. I explained the nature of this complaint. APCO Fisher told me that construction related issues are handled by the Building Division of the City Planning and Development Department. On Thursday, August 9, 2001, at approximately 1600 hours, I telephoned Mr. Boigegrain at his residence. I advised him that the matter would be reviewed and followed up by Darin Morgan. Mr. Boigegrain requests contact be made with him by Darin. This complaint is forwarded to the City Codes Administrator, Darin Morgan, for his review and follow up. Nothing further to report at this time. _ cc: APCO Supervisor Nick Fisher Case Number 200115901 bate Printed 08/09/2001 Time Printed 17:02:16 Page 1 v 7500 WEST 29TH AVENUE WHEAT RIDGE, COLORADO 80215 August 20, 2001 Jefferson County Housing Authority C/o Alan Feinstein 6025 W. 38 h Avenue Wheat Ridge, CO 80033 RE: 9265 W 48`h Avenue - Playground equipment Dear Mr. Feinstein, The City of QO GWheat GR.idge A concern has been brought to our attention regarding the safety of the playground equipment located at the above referenced address. I visited the site August 20, 2001 to investigate the concerns and found the following, • Numerous exposed nails • Broken ladder steps • Un-secured swing support beams, the east side is not secured in anyway and the west side support bolts are loose. • Both the east and west structures are loose and no longer rigid Although the building code does not specifically address playground equipment, I do feel my department is responsible for the safety and welfare of persons within the city. I would request that the playground equipment be repaired of all defects no later than September 7, 2001 so that any possible injuries could be avoided. Should you have any questions or comments please contact me at 303-235-2853. Sincerely, Darin Mor n Codes Ad i strator Cc address file Alan White, Planning and Development Director Joe Cassa, Deputy Chief of Police Jack Chism, Police Department / APCO Walter Boigegrain, 9265 W 48 h Ave. Apt 12, Wheat Ridge, CO 80033 (303) 234-5900 • ADMINISTRATION FAX: (303) 234-5924 POLICE DEPARTMENT FAX: (303) 235-2949 ' A WHEAT RIDGE POLICE DEPARTMENT - IR CASE REPORT Case 0200115901 Page 2 Begin Date/Time: 12/31/9999 3:53:02 PM Report Title: AGENCY MUTUAL AID Occur. Location: 9265 W 48TH AVE N npr. City: WR State: CO Category PERSON Person Type COMPLAINANT SSN First Name WALTER Middle Name SCOTT Last Name BOIGEGRAIN Race WHITE Sex MALE DOB DL Number/St CO Name Type LEGAL HOME 9265 W. 48TH AVE. APT 12 WHEAT RIDGE CO 80033 Phone (303)940-6365 Case Number 0200115901 -IR Reporting Officer CASSA J Report Title AGENCY MUTUAL AID Page 2 Time Printed 17:05:46 Date Printed 08/09/2001 WHEAT RIDGE POLICE DEPARTMENT - NARRATIVES FOR CASE 0200115901 Date 08109/2001 Page 1 AGENCY MUTUAL AID SUPP. REPORT #IR CASSA J On Thursday, August 9, 2001, at approximately 0840 hours, I received a telephone call from Walter Boigegrain. Mr. Boigegrain reported to me that he is a long term resident of the Caesar Square Apartments. Mr. Boigegrain wanted to report to the City that the wooden swing set located in the plaground area of the apartment complex is structurally unsound and is unsafe for use by the children residing in the apartment complex. Mr. Boigegrain states the playground area is located in the northeast comer of the lot located at 9265 West 48th Avenue. Mr. Boigegrain states the apartments are owned by the Jefferson County Housing Authority. His contact person with the Authority is a person by the name of Henry. Henry can be reached at 303-422-8600 ext 23. On Thursday, August 9, 2001, 1 met with APCO Supervisor Nick Fisher. I explained the nature of this complaint. APCO Fisher told me that construction related issues are handled by the Building Division of the City Planning and Development Department. On Thursday, August 9, 2001, at approximately 1600 hours, I telephoned Mr. Boigegrain at his residence. I advised him that the matter would be reviewed and followed up by Darin Morgan. Mr. Boigegrain requests contact be made with him by Darin. This complaint is forwarded to the City Codes Administrator, Darin Morgan, for his review and follow up. Nothing further to report at this time. cc: APCO Supervisor Nick Fisher Case Number 200115901 Date Printed 08109/2001 Time Printed 17:02:16 Pane 1 Jefferson County Housing Authority 6025 West 38th Avenue • Wheat Ridge, Colorado 80033 303-422-8600+ Fax: 303-422-3229 • T.D.D. 1-800-659-2656 Email: jeffcohsg@aol.com August 23, 2001 City of Wheat Ridge Darin Morgan Codes Administrator 7500 West 29t1 Ave. Wheat Ridge, Colorado 80215 Re: Caesar Square Apartments Dear Mr. Morgan: I appreciate your letter regarding safety concerns at Caesar Square Apartments playground. All of the items noted in your correspondence have been addressed as of today, August 23. There has not been an instance where a concern of any public agency has not been addressed especially when safety is an issue. There have been instances where I do not respond either in writing or through conversation to Mr. Walter "Scott" Bougegrain queries but I always take them into consideration. They have been frequent, varied and numerous, I am sure that the WRPD could attest to this fact. If you should have additional concerns, I am available at my office number of 303-422-8600 extension 23. Sincerely, Henry Wehrdt, Jr. Housing Manager II Cc: Walter Bougegrain, 9265#12 Alan White, Planning and Development Joe Cassa, WRPD Jack Chism, WRPD The City of 7500 WEST 29TH AVENUE WHEAT RIDGE, COLORADO 80215 Wheat GRidge August 20, 2001 Jefferson County Housing Authority C/o Alan Feinstein 6025 W. 38 ° Avenue Wheat Ridge, CO 80033 RE: 9265 W 48'b Avenue - Playground equipment Dear W. Feinstein, A concern has been brought to our attention regarding the safety of the playground equipment located at the above referenced address. I visited the site August 20, 2001 to investigate the concerns and found the following, • Numerous exposed nails • Broken ladder steps • Un-secured swing support beams, the east side is not secured in any way and the west side support bolts are loose. • Both the east and west structures are loose and no longer rigid Although the building code does not specifically address playground equipment, I do feel my department is responsible for the safety and welfare of persons within the city. I would request that the playground equipment be repaired of all defects no later than September 7, 2001 so that any possible injuries could be avoided. Should you have any questions or comments please contact me at 303-235-2853. Sincerely, Darin Mor n Codes Ad i strator Cc address file Alan White, Planning and Development Director Joe Cassa, Deputy Chief of Police RE -,EI `ED Jack Chism, Police Department / APCO i V Walter Boigegrain, 9265 W 48a' Ave. Apt 12, Wheat Ridge, CO 80033 AUG 22 JEFFERSON COUNTY HOUSING AUTHO: ITY (303) 234-5900 • ADMINISTRATION FAX: (303) 234-5924 • POLICE DEPARTMENT FAX: (303) 235-2949 rvn~r~r prvv~r yv vvc.r g, U11. s Property Owner : Property Address : 9235,W Contractor License No.: 17911 Company : Alpine R OWNER/CONTRACTOR SIGNATURE OF LINE I here c rti by efy that the setback distances proposed k s: ..c rti ...................~.i,. ..i.... ding Permit Number: 99,82 8TH AVE Phone-: 422-8600 ofing Co., Inc. Phone : 295-7769 rcnuu rcc. 32.65 60.00 Mi' appucauan, anp ma[ i assume ruu respurmunuy ioi wmyudnUe wnn me vvaeGl Rwye owiuuiy I vac I aA . W.,J6.55 Code (U.B C.) and all other applicable Wheat Ridge ordinances, for work under this permit r~ (OWNER)(CONTRACTOR) SIGNED DATE -Total : $98920 Use: r. Description : Complete removal and reroof w/Bur system, misc. sheet metal a f^ RUII_DING DEPARTMENT USE ONLY ' M DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : l/ 6'OD 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICAT I O N Property Owner: 41E~ FCC ~O~ 077~ }f /lC> /}U~l D E /7Y~ Property Address : 9 a J GJ, 49-~n Aue, Phone : j Contractor License No.: I r) 0 11 Company : A7L P1 A)C ADD C/()•, T/ l o Phone : 3e)3 --a qS 776 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : 33, '176, G 0 1 hereby certify that the setback distances proposed by this permit application are accurate, Permit Fee : 2- U S 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 Use Tax application, and that I assume full responsibility for compliance with the Wheat Ridge Building Lode (U.B.C.) and all other applicable Wheat Ridge ordinances, for wo f rider this permit. Total (OWNER)(CONTRACTOR)SIGNED `b--'' ~ DATE 116 06 Use: ~iZP<s .SJr, - - Description: ~~~J~FL✓ Y f>~ ?YCO+ ~C~/~ ~t~SC~,~I 5ne4 Xr( e-%I BUILDING DEPARTMENT USE ONLY Approval Zoning : Approval : Approval : Occupancy : Walls SIC Sq. Ft. : Residential Units : Electrical License No Company: Roof : Stories Plumbing License No: Company : Mechanical License No: Company: Expiration Date : Expiration Date : Expiration Date Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the - onginal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid (or a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or. any other ordinance, law, rule or regulation. Chief Building Inspector F-PoM : DEPARTMENT OF PL BUILDING iNSPEC CITY OF 7500 WE, WHEAT R PHONE NO. : JON. 05 1999 04:56PM P1 IG AND DEVELOPMENT Building Permit Number : 8105 DIVISION - 235.2855 AT RIDGE Date 11/9198 H AVENUE CO 80215 Property Owner: Property Address . ANN" "Wo Contractor License No.: 20183 Company : Aspen Waterproofing inc. Phone : 422-8600 x23 Phone: 3034554840 vvnvcrvi.vrv l KAU I UK 51UNA I URE OF UNDERSTANDING AND AGREEMENT ( hereby certify that the setback dunces proposed by this permit eplication are accurate, rulees or re re antl d0 not violate applicable ordinances ul ulati f th Ci f n struction Value : Permit Fee $10,000.00 $163 00 , , g ons o e ty o Wnaat Ridge or covenants, easements or restrictions of record;that all measurements y of W eat Ridge or ns made are accurate; that I have read and a@ree to abide by all condihons ov tint d im a thi F lan Review Fee: . $0.00 on e s application. and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C•) and all other applicable Wheat Ridge ordinances for k d thi USe Tax : $0.00 , wor un er s permit. (OWNHR)(CONTRACTOR) SIGNED DATE Total : $163.00 Use: Description : Remove and replace stair bridge BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval Zoning: Approval : Expiration Date : Approval: (1) Thigpermltwa Regulations at (2) This permit 0; abandoned for (3) If this pen it a original plans exceeos one (4) NO work of am b ContrsdorsN oroc9etlling iN (e) Tne L4.Wance0 Approval: Occupancy : Wallis Electrical License No ; Company Roof : Stories Plumbing License No : Company : Residential Units : Mechanical License No Company : Expiration Date : Expiration Date : Approval: Approval: provision Bet forth in yopur applleaVon and ie Sub'ea to the laws of the State of colorado antl to the Zoning Colorado or any other applicable ordinances of tt City. 3o is not commenced within Body (W) days MOT ISSVO date or (B) the building authorized is susppndcd or uired for a fee of one-half the amount normally required, provided no changes have BOOM Or will be made in the flSion of abandonment has not exceaded one (1) year if oranges, are made or if suspension or abandonment a new ppermit. :hangethe natural flow ofwater causing a drainage problem. enty four (24) hours in advance forall inspections and shall receive written approval on 111SpeoBOn card beWe wings and SpoC E091bdS Shall not be construed to be a permit for, nor an aopro"l of, any violation of the provisions THIS PERMIT: VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 'FROM MARTINIMARTIN PHONE NO. JAN. 05 1999 04:57PM P2 aUb 48i fitlUc; rt /J5'!g9 ~.3i?ra;JetflY a9ABiFage 22 FIELD 0BSpRVA•rtnu c,- 7"): Mr. Henry Wyhrdl Jefferson County Hoosirlg Authority 605 West 39" A> dnu,t Wheat Ridge, Colorado Iloo.1.1 Copy (o: Ron 61j"a, Aspen W+nerploo>ing sublaet: final observation of west bride r and stairs The following was observed: ,yy' Shane Ewing Dole: Januarf,S, 2999 page luf I project No.: 117)),01 Frojecf Title; Caesar's Square Apartn:cnis Suur aixi Pedestriau Sridgo Rcll;lbilitttion X011011; Wheat Ridge, Colorado Commuter: Aspen Waterproofing Own,,^r; ierlttnior, Co. Housing Authority Weather Cloudy, windy Tentp, an• nt 1o:uo;,rn Ptcsenta' Site: iiertry Wt-brdt, ICHA Roll oejamo, Aspen Watorproofrug • Stairs and yndgo sleet was Crc;Cted 'd pain general eompJge wilt t`.ae contytn documtedntse, soil bridge deck has bee.' poured. Wort,wntpletad apprars to be in . All locations w11ere baud or plimer painted steel a S110,11, be touched up wjtfr fitL'il coat paint. Conch c tending pad at base is to be r padre, wtere wncrete 114S spelled oll', • Pedestrian bodge deck is ro be sealed at s !slur date mittmom alter concrete has cwed sufficiondy and temperatures mccl ISc ragaitements recommended by the nwiufaencer. One rc-installed guardrail post on the nonh aide currently stops just past t!iC top or ;hc should emend to the bosom s1110171011 charu e!. Told Ran hat this of the chlumal and be fully welded. W wv ~ MM6 5 ' V~~ y 311 1, M F ~ggqq titititi I F ~ ~ (iv 6~5t xlptu:y sn'ae: fl.t). IIbA 413111 . w:,~„, ttia9e, cator;,eo yool,r-0not • 1 ~I~dNer?.nr+.l l:nv 41i7J!1 /I fl'1Q ' 'I'cle~ehol:a?q1.G;j_(rj tier J, d ENE • l . r...ell 4ZD £U£ 131 " 041SIIOH 002d3P 0 c0 111HdJfic _C H"? b ri S 3 ti OLO ~ d °c^« N a ~ m~U c3m > TL im 07 aOm m U m p c 3 ~1 a a m m ; E c~ r4 a-O -m ^ h+y m O a i °ma U3 C U maa c w t U W o " s G tdm a~ O mm ~ c O O ZE a c > N c 6!~ U a Q O m O a V a 6 c O W L p NU m~ m m U U ~-i > R m 3 3 W O m n a ' c 3 L W LL a m 'o o i CI 0 ° c E a E i n A m 0 50 Waar 4J o U c L O =0 ¢ U 3 O - c Ms 0 c o > Q a mEoa u L W raN O w O O 4 co N U mm~ _ 4 E 0 r 0 O m N mMum c 3 mm WT O - U LaE M m m m q U U 10 Ol U a o~ WmW O. •r W Z as 2¢ c n i + In w W O m LL m m m « « U - m m N 4- Q mEmm W ¢ p a33 -OD, ° a w m w Z ¢ ¢ a m O U O U a C m a m ~ U O O - c ~ o ~ n N N r 3 ai s. W W 2 0 ¢ ~ ~ m ~ a m ami `o Q m L y t` r3 _y ~ O O p « ~ c N H U ~ a o T i m r m Q O m c N O L O O N m U N LL Y a T m U al E m r m ~ L U L U mp W m m m N Q N U IL O w O Z Z U O J O w e LL 2 E ~ LL Q Q LL 3 OLSL-86 N3symN 11NN3d P Tate: A Certificate of Occupancy or Completion has been requested for: ADDRESS:--....q ~ 5- l eJ 4j~h Purpose of Structure: Building Department Approval: 622 /2-/1- g1 Remarks: Zoning Approval: Remarks: N\ - Public Works Approval: Remarks: Fire Marshall Approval: (If Applicable) Remarks: n C z n 4 z 0 00 10-1 c m 0 a n -<M cn v m C ~Nz met :E M °m m n m O mn o x co n m CD 7o O n N x w (a v_ G m N n 0 m m N o x E CD m O of Co v W v m N sp r w C a 3 CD ' R° v w Q, j - 3 C CD 0 7 co j m in (a m N o °c 3 CL Iv Q N-I F w a 0 D o 0 s m s 3 c x 'o m v c m N 3 0 co -0 6 C -o w y ~ cQ - « 20 N H ; w = Q a ' o a w ~ H m ~ cs~ 4 N 0 0 z 0 0 c 0 x c z r 0 m W m m z co 5 z m 0 0 c x z 0 0 z 0 m m c z r w 0 m S Cl) co m m- z, z m v [D w 0 T w ° o o c o m 0 m a E; 0 0 z J K Cf) m - 0 z - 0 n Cf) Cl) z D r r o ~ D D 0 m m m m D z Z G7 O F C- 0 U) o w m 0 0 0 m m Z a ~ 0 ~ 0 o 0 0 v r Z Z w 0 x n c /p oD z v m m O n° m c 0 m m 0 c D Z { ` - OCC ~ G C Z m WM M m O MM my O rn z rn 0 O 0W W °v vW cn tG W W .p O Cl) Cl) m n N m n Z, o 0 N z m -o O Cl) Cl) m -1 r rn m r. D a Z C O Z M m v _ -n m C O ~ c o z Fm cl) m z z r~ I Cl) N O z m Cl) DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 7570 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 814/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address : 9235 48TH AVE Phone : 422-8600 Contractor License No. 19232 Company : Stimack Construction Co., Inc. Phone : 425-9400 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $30,000.00 1 hereby certify that the setback distances proposed by this permit application are accurate, Permit Fee : $397.00 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 Plan Review Fee : $0.00 '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 Use Tax : $450.00 Code.(U.B.C.) and all other applicable Wheat Ridge.. ordinances, for work under. this ppeermit..I (OWNER)(CONTRACTOR) $847.00 SIGNED DATE f'9d Total : > Use`. Description : FIRE RESTORATION. ROOF MANSARD, DRYWALL, ELECTRICAL ON UNITS 5,6,15,16;11 & 12 BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. Electrical License No : Plumbing License No: Mechanical License No: Company Company ` Company: Expiration Date : Expiration Date : Expiration Date Approval : Approval : Approval (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60). days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done. that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes orLapy,o_t-heerr ordinance law, rule or regulation Chief ui~ Idingi/-insp or THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION- 235-2855 CITY OF WHEAT RIDGE Date : t✓~'g 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner j:;/j..t„2„1,✓ t) / V6 US) ^ AW Uri U7~tl Property Address : 2 3 S Gt],--~ K e.) Phone : Contractor License No.: / 9'Z 3Z_ Company : ~7f / rnrt s E Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value ffo" 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 (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) TE Use . Permit Fee : Use Tax : Total: $0.00 Description: /J /Z-Pi ~2es~p.tQ?-~rw - ✓200 J04-1J5--4Rp SIC BUILDING DEPARTMENT USE ONLY Approval : Zoning : pfd tffdlGbTtitR€nT59 Approval : P-176 rdW Approval Occupancy: Walls; Electrical License No: Company '~'5-Cea~t- Expiration Date Approval: Sq. FL : Roof : Stories : Residential Units Plumbing License No : Mechanical License No Company: Company: Expiration Date : Expiration Date Approval: Approval: (1) This permit was Issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building, Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire d (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pertrvt expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are nude or If suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural floe: or water causing a drainage problem. 5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection mrd before Pe with successive phases of the'ob. (6) The issuance of a permit or the approval olid2wings and specifications shall not be construed to be a permit for, nor an approval or, any. violation of the provisions off the building cod or any other ordinance, law, rule or regulation. Chief Building I W~ctor For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 750,0 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date : Z~a1? 3A Property Owner : Z ~ 5 14,LZ cyAYy/" ` / Property Address : °t 23 2G 5 , 4 g ~ E~ Phone : T O_Y604 Contractor License No ' Qa~ l~ Company Phone 7- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : 1 hereby certify that the setback distances proposed by this permit application are accurate, Permit Fee 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 USe Tax application, and that I assume full responsibility for compliance d Wheat Ridge Building [/:\/O: Code (U.B.CJ and all other applicable Wheat 5!0ge tlinan under this pe i _ Total : $0.00, (OWNER)(CONTRACTOR) SIGNE DATtJI~~~ Use : Description BUILDING DEPARTMENT USE ONLY Ft.: Approval - i,. Zoning: R-3 ROENED r t~,.yt f 09" Approval F:BtstCf W mien y r Approval: j. Occupancy : Walls : Roof : Stories : Its : Electrical License No : Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval: (1) This permit was Issued In accordance with the provisions set forth In yopur application and Is subject to the laws of the State of Colorado and to the Zoning Regulations and Building. Code of Wheal Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire d (A) the work authorized is not commenced within sixty (60) days from Issue date or (B) the building auUrorized Is suspended or. abandoned for a period of 120 days. (3) if this permit expires, a new permit may be acquired for a fee of one-half the around normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or it suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water musing a drainage problem. 5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on Inspection card before' We with successive phases of the ob. '(6) The issuance of a pemtil or the approval o drawings and specifications shall not be construed to be a pemdt for, nor an approval of, any violation of the provisions of the building cpdes "any other ordinance, law, rule or regulation. For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION MARTIN/MARTIN Consulting Engineers 4251 Kipling. PO. Box 4001 Wheat Ridge. Colorado 80034-4001 303 431 6100 October 26, 1998 City of Wheat Ridge Building Department PO Box 538 Wheat Ridge, Colorado 80034 Re: Caesar's Square Apartments Pedestrian Bridge and Stairs Rehabilitation MARTIN/MARTIN Project No. 13797.01 To Whom It May Concern: Enclosed are structural calculations and details prepared by our office for the above referenced project. If you have any questions, please call. Sincerely, REG/s~ tl~ Fy'i~ F~F a 9181 el Shane M. Ewing. RE CIO Project Engineer SME/bm Enclosure GA13797 0 1\WPUtr1026.doe Caesar's Square Apartments 9235 - 9265 W. 48t Avenue Wheat Ridge, Colorado Stair & Pedestrian Bridge Rehabilitation October 23, 1998 Martin/Martin, Inc. Project #13797.01 for Jefferson County Housing Authority I Caesar's Square Apartments Pedestrian Bridge and Stairs Martin/Martin Project #13797.01 October 23, 1998 General summary of Work Martin/Martin has been retained to design and detail the replacement of pedestrian bridges and access stairs at the above mentioned apartment complex at 9235-9265 W. 48h Avenue in Wheat Ridge, Colorado. The design parameters and scope are as shown in the attached calculations and drawings. Disclaimer Martin/Martin has not reviewed the balance of the structure, including existing foundations and the existing buildings, for structural adequacy and makes no claims as to its condition. REGIS' Y 2~, : a MARTINIMARTIN ~ Date/ n Consulting' Engineers Title (fA'- S X90 Job n0 /'4j-p L' SubjectT7C2 G l~ By 4EafAA16 Sheet 1 of _w- MARTIN/MARTIN Consulting Engineers Tttle(_465, ~i55, Q*t F6P-r> 6 Dateg J9 9't Job no 13797 Q1 subjeotPr~77 °~~raa PK BvC ✓iAJ(~ sheet / or i , ULC YA.c. 0 a. M 0 V ,i Z 0 Z: 1.5 C CONFORM ~30" or 36" Total NW Concre te ~•L W Concrete Slab Deck Weight N=9 145 PC F Weight N =14 110 P CF Depth Type PSF Y Span 2 Span 3 Span PSF 7 S an 2 S an 3S an - 1.5C24 37 5-4 7-1 7-2 28. 5- 9 7-8 7- 9 31/2 1.5022 37 4-7 6-1 6-2 29 5- O 6-7 6-8 (t=2 1.5C20 38. 5-5 7-3 7-4 29 5- 1 Y 7- JO 7_ t y 1.5018 - 38 6-6 8-6 8-10 30 7- 1 9-3 9-7 " f .5C24 43 5- 1 6- 9 6- Y O 33 5- 6 7-4 7-5 4 " 1.SC22 43 4-5 5-10 5-11 33 4-9 6-4 6-5 (t=2 1/2 ) 1.SC20 44 5-2 6- 11 7-0 34 5-8 7-6 7-7 1.5018 44 6-2 8-1 8-5 34 6-9 8-10 9-2 " 1.5C24 49 4- 10 6- 5 6- 7 38 5-3 7-1 7-2 4 1/2 " 1.5022 49 4-2 5-7 5-8 38 4-7 6-1 6-2 (t=3 ) 1.5C20 50 4-11 6-8 6-8 38 5-5 7-3 7-4 1 .5CY a so 5- 10 7-9 8-0 39 6-5 8-6 8-9 " 1 .5024 55 4-8 6- 2 6- 4 42 5- 1 6- 1 0 6- 1 Y 5 1.5022 55 4-0 5-5 5-6 42 4-5 5-11 5- 11 (t=3 1/2") 1.5C20 56. 4-9 6-4 6-5 43 5-2 7-0 7-1 1.5c18 56 5-7 7-5 7-8 43 6-2 8-2 8-5 1.5C24 61 4-6 5- 11 6- 1 47 4- 11 6-7 -6-8 5 1/2" 1.5022 61 3- 11 5-3 5-3 47 4-3 5-8 5-9 (t=4") 1.SC20 62 4-7 6-2 6-3 47 5-0 6-9 6-10 1 .SC18 63 5-5 7-2 7-5 48 6- O 7-11 8-2 " 1.5C24 67 4-4 5-9 5- 11 51 4-9 6-4 6-6 6 1.5022 68 3-9 5-1 5-1 52 4-2 5-6 5-7 (t=4 1/2") 1.SC20 68 4-5 5- 11 6-0 52 4-10 6-6 6-7 1 5C18 69 5- 3 6:11 1 7- 2 53 5-9 7-8 7-11 " 1 .5024 73 4- 2 5- 7 5- 9 56 4-7 6-2 6-3 6 1/2 1.5022 74 3- 8 4- 71 5- O 56 4-0 5-5 5-5 (t=5") 1 .SC20 74 4-3 5- 9 5- 1 O 57 4-8 6-4 6-5 1 .5CY 8 75 5-1 6-8 6- Y 1 57 5-7 7-5 7-8 GI- NOTES: 1. ' As does not meet A.C.I. criterion for temperature and shrinkage. 2. Recommended conform types are based upon S.D.I. criteria and normal weight concrete . 3. Supenmposed loads are based upon three span conditions and A.C.I. moment coefficients. 4. Load values for single span and double spans are to be reduced. Su erim 5 d l d l i b d p pose . oa va ues n ol type require that mesh be draped. See page 19. 6. Vulcraft's painted or galvanized forth deck can be considered as permanent support in most building applications. See page 19. If uncoated form deck is used, deduct the weight of the slab from superimposed uniform loads. 26 REINFORCED CONCRETE SLAB ALLOWABLE LOADS ■ -1. v v v v' 'k v ULCRAFT ■ ■ ■ SECTION PROPERTIES ■ ■ ■ Deck Design Weight Ip In Sp Sn Fy T e Thick. PSF in4/ft in4/ft in3/ft in3/ft ksi 1.5C24 0.0239 1.44 0.136 0.108 .0.132 0.120 60 1.5C22 0.0295 1.68 0.183 0.155 0.192 0.186 33 1.5C20 0.0358 2.04 0.222 0.201 0.247 0.234 33 1.5078 0.0474 2.72 0.295 0.289 0.327 0.318 33 ALLOWABLE UNIFORM LOAD PSF Deck No. of Design Cl ears Scan (ft.-in.1 T we Sans Criteria 4-0 4-6 5-0 5-6 6-0 6-6 7-0 7-6 8-0 8-6 9-0 9-6 10-0 Fb = 36,000 198 156 127 105 98 75 65 56 50 44 39 35 32 DEFL=11240 139 98 71 54 41 32 26 21 17 15 - 12 10 9 1 DEFL.=11180 186 130 95 71 55 43 35 28 23 19 16 14 12 Wfl 82 60 44 33 25 19 15 17 8 6 4 Fb=36,000 180 142 115 95 80 68 59 51 45 40 36 32 29 DEFL. = V240 180 142 115 95 80 68 56 46 38 31 26 22 19 1.5C24 2 DEFL = V180 180 142 115 95 80 68 59 51 45 40 35 30 26 Will 160 122 95 75 60 48 39 31 25 20 16 12 9 Fb = 36,000 225 178 144 119 100 85 73 64 56 50 44 40 36 DEFL.=V240 225 166 121 91 70 55 44 36 29 25 21 18 15 3 DEFL.=V180 225 178 144 119 93 73 59 48 39 33 28 23 20 Wil 172 1 129 1;03 81 64 51 26 21 17 13 10 Fb=20,000 160 126 102 85 71 61 52 46 40 35 32 28 26 DEFL.= V240 160 126.. 96 72 56 44 35 28 23 20 16 14 12 1 DEFL=V180 160 126 102 85 71 58 47 38 31 26 22 19 16 Wtr 57 40 28 20 14 10 6 4 Fb=20,000 155 122 99 82 69 59 51 44 39 34 31 27 25 DEFL. = V240 155 122 99 82 69 59 51 44 39 34 31 27 25 1.5C22 2 DEFL=11180 155 122 99 82 69 59 51 44 39 34 31 27 25 W1r 129 94 70 53 40 30 23 17 12 9 6 4 Fb=20,000 194 153 124 102 86 73 63 55 48 43 38 34 31 DEFL = V240 194 153 124 102 86 73 61 50 41 34 29 24 21 3 DEFL=11180 194 153 124 192 86 73 63 55 48 43 38 33 28 W1r 133 97 72 55 41 31 24 18 13 10 7 4 Fb=20,000 206 163 132 109 91 78 67 59 51 46 41 36 33 DEFL.=V240 ;06 160 116 87 67 53 42 34 28 24 20 17 15 1 DEFL.=V180 206 163 132 109 90 71 57 46 38 32 27 23 19 W1r 87 64 48 36 28 21 16 12 9 7 5 Fb=20,000 195 154 125 103 87 74 64 55 49 43 39 35 31 DEFL.=1/240 195 154 125 103 87 74 64 55 49 43 39 35 31 1.5C20 2 DEFL.=1/180 195 154 125 103 87 74 64 55 49 43 39 35 31 r 105 53 42 14 27 22 18 14 11 Fb = 20,000 244 193 156 129 108 92 80 69 61 54 48 43 39 DEFL. = V240 244 193 156 129 108 92 76 62 51 43 36 31 26 3 DEFL. = V180 244 193 156 129 108 92 80 69 61 54 48 41 35 W11 188 145 111 87 68 55 44 35 29 23 19 15 12 Fb = 20,000 273 215 174 144 121 103 89 78 68 60 54 48 44 DEFL.=V240 273 212 155 116 90 70 56 46 38 31 27 23 19 1 DEFL.=11180 273 215 174 144 119 94 75 61 50 42 35 30 26 W1r 132 99 76 60 47 38 31 25 20 77 14 11. 9 Fb=20,000 265 209 170 140 116 100 87 75 66 59 52 47 42 DEFL = V240 265 209 170 140 118 100 87 75 66 59 52 47 42 1.5C18 2 DEFL=V180 265 209 170 140 118 100 87 75 66 59 52 47 42 W1 r 150 120 AR An 67 55 4 Fb = 20,000 331 262 212 175 147 125 108 94 83 73 65 59 53 DEFL.=V240 331 262 212 175 147 125 105 86 71 59 50 42 36 3 DEFL. = V180 331 262 212 175 147 125 108 94 53 73 65 56 48 WV 263 204 161 130 106 87 72 61 51 43 36 30 25 W1 is the maximum weight of concrete and deck (W1 in Figure 1 of the SDI Loading Diagrams). ! Minimum exterior bearing length required is 1.5 inches. Minimum interior bearing length required is 3 inches. i MARTIN/MARTIN Consulting Engineers Title 6c- c- ~ ,4 Date A J/J 19 9p Job f1O4"7,0 1 Subject Pt-P f7lpr?l fP-4zWsN4 BYfM,t)/a Sheet J of QI;GL C`✓6*?- GtlvnlLeb -4- 6F91~[~S - - -~~xb~ - 5X 3, p ;n 2 OJer "-T - X41 ' ' US e wN`76N K Ad- Ut✓ut cwY p.4 b, JL - 1 45- -iZ 2000D 6-7 -C4{ W44;: TI-q414 PD`; rS - v sSUN1~ uld ~TL iT TG4x1} K 7l1,, Lam l5~ Fes{` x 14,2~1.icZ t Il(7k4x 2,51 ~ 5~~k Caesar's Square Apartments Pedestrian Bridge & Stair Rehabilitation Martin/Martin Job #13797.01 GENERAL NOTES 1. DISCOVERY: A. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION (DISCOVERY). SUCH CONDITIONS MAY INTERFERE WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF EXISTING WORK DURING CONSTRUCTION, OR MAY CONSIST OF DAMAGE OR DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE STRUCTURE. B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE STRUCTURE PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. 2. CONCRETE: A. CONCRETE: NORMAL WEIGHT AGGREGATE, DEVELOP 5000 PSI MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS. CONCRETE SHALL HAVE 2"-4" SLUMP, 6% MAXIMUM AIR CONTENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.40. ADD 1.5 POUNDS/CUBIC YARD FIBROUS REINFORCEMENT. B. SUBMIT HISTORICAL DATA ON MIX DESIGN PER ACI 318, CHAPTER 5. C. WIRE FABRIC REINFORCEMENT: LAP ONE AND ONE HALF MESH SPACES AT SPLICES AND WIRE TOGETHER PROVIDE ACCESSORIES TO PROPERLY SUPPORT MESH AT POSITION SPECIFIED. 3. STEEL DECK A. DECKING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI AND CONFORM TO ASTM A446. DECK TO HAVE GALVANINZED FINISH CONFORMING TO ASTM A525, G60 COATING. B. METAL DECK SHALL BE 20 GAUGE, 1.5C CONFORM DECK, GALVANIZED. THE DECK SHALL HAVE THE FOLLOWING MINIMUM SECTION PROPERTIES: lp=0.222 IN°/FT, IN=0.201 IN"/FT, SP=0.247 IN3/FT, SN=0.234 IN3/PT. C. TEMPORARY SHORING SHALL NOT BE USED ON STEEL DECK WITHOUT PRIOR ACCEPTANCE OF THE STRUCTURAL ENGINEER. D. PROVIDE DECK ATTACHMENT AS NOTED ON THE DRAWINGS BUT NOT LESS THAN REQURIED BY THE STEEL DECK INSTITUTE. 4. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DMIENSIONS PRIOR TO STARTING CONSTRUCTION. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ALL DISCREPANCIES OR INCONSISTENCIES. 5. STEEL: A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 36 KSI UNLESS NOTED OTHERWISE. B. ALL BOLTS SHALL CONFORM TO ASTM A325, EXCEPT ANCHOR BOLTS WHICH SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. C. MINIMUM WELD: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. Caesar's Square Apartments Pedestrian Bridge & Stair Rehabilitation Martin/Martin Job #13797.01 1. WELD SIZES AND LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZES IF GAPS EXIST AT THE FAYING SURFACE. 2. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY AISC J2.1 .b and J2.2.b. D. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. E. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. F. ALL NEW STEEL TO BE PAINTED SHALL BE CLEANED TO SP-2 HAND TOOL CLEANED FINISH. Caesar's Square Apartments Pedestrian Bridge & Stair Rehabilitation Martin/Martin Job #13797.01 PLAN FLAG NOTES 1>DEMOLISH AND REMOVE EXISTING CONCRETE SLAB AND METAL DECK AT EXISTING PEDES'T'RIAN WALKWAY. CHIP BACK TO SOUND CONCRETE AT CORNERS AND LEAVE SURFACE ROUGH, CLEAN, AND FREE OF LOOSE MATERIAL. D REMOVE EXISTING CHANNELS AND REPLACE PER DETAILS. APPLY 3.0 MIL COAT OF QUALITY RED OXIDE PRIMER PAINT FOLLOWED BY EXTERIOR OIL BASE PAINT (COLOR IS TO MATCH EXISTING). P 1.5C CONFORM 20 GAUGE GALVANIZED NON-COMPOSITE FORM DECK WITH CONCRETE TOPPING SLAB, REINFORCED WITH W WF-6X6 - W2.9XW2.9. FINISH WITH COURSE BROOM FINISH. FINISHED CONCRETE SLAB AND TOPS OF SUPPORT CHANNELS TO BE COATED WITH SEALANT. CAULK JOINT AT CONCRETE TO CHANNEL. >ALL STAIR SUPPORT FRAMING MEMBERS ARE TO BE DEMOLISHED AND REPLACED PER DETAILS. APPLY 3.0 MIL COAT OF QUALITY RED OXIDE PRIMER PAINT FOLLOWED BY EXTERIOR OIL BASE PAINT (COLOR IS TO MATCH EXISTING). 5/ FABRICATE CHANNELS 6" BEYOND FACE OF BUILDING AND FIELD TRIM AS REQUIRED FOR CONNECTION TO BUILDING. PATCH AND REPAIR CONCRETE STEP/FOOTING FOR SUPPORT OF STAIR STRINGERS AS REQUIRED. MARTIN/MARTIN Consulting Engineers Title ~~c ~S C *g,ltjr~ Date Job n0./aj? O I Subject By 1N/~ Sheet of MARTIN/MARTIN ConsWting Engineers Tltle p_S Sl1t' Date Job no.1-6le r cl 7490 West 45th Avenue Wheat Ridge, CO 80033 303.422.8600 fax 303.422.3229 www.jcha.org April 28, 2005 Mr. Chadley Root Building Official City of Wheat Ridge 7500 W. 29`" Ave. NVheat Ridge, CO 80033 Re: Caesar Square Apartments qp3 5 W 4's Dear Sir: As per your Notice dated April 18, 2005, it is the intent of the owners to file an appeal to the required improvements as specified. We feel that while certain improvements are needed to return building 9295 to the condition prior to the fire, the required changes as noted are punitive in nature. The permit will be drawn to renovate the unit but the renovations cannot be started until a final determination of damages is made after the unit has vacated. The legal process for the Demand for Possession has begun since the tenant will not vacate the unit willingly. If you require the specified improvements be completed prior to June 30, 2005, we feel this is an unrealistic date to accomplish any of the noted items or the substantial rehabilitation. We would be glad to meet you on-site to discuss the improvements recommended. Your understanding in this matter would be appreciated. Sincerely, 154-0- AA)L Alan M. Feinstein Executive Director, JCHA Cc: Pillar Property Services Contract management Co. Caesar Square Apartments of WHEgT 9 ti o U m C~(ORA~ NOTICE AND ORDER To PROPERTY OWNER AND ALL CURRENT OCCUPANTS Pursuant to the 1997 Edition and the Uniform Code for the Abatement of Dangerous Buildings, the 1997 Uniform Housing Code and the 2003 International Property Maintenance Code, the following property is in violation. According to County Records you are the property owner of the described property in violation. April 18, 2005 Property Owner: Attn: Jefferson County Housing Authority 7490 W. 45'x' Ave. Wheat Ridge CO, 80033 CC: Jeannette Barth 9235 W. 48' Ave. Unit 2 Wheat Ridge CO, 80033 Property Description: 243800 Ficco Sub or commonly known as: 9265, 9295, 9325, 9355, 9235 Wheat Ridge Colorado 80033 NOTICE The property owner, and all current occupants, are hereby notified that the undersigned Building Official of Wheat Ridge, Colorado, has found the building located on the above described real property to be a Dangerous Building within the meaning of Section 302 of the Uniform Code for the Abatement of Dangerous Buildings, 1997 edition, as adopted by the City of Wheat Ridge, Colorado ("Code"), as more particularly set out below: The building is being used for dwelling purposes and is in violation of the Uniform Code for the Abatement of Dangerous Buildings, sections in bold are the sections that this property is in violation of. SECTION 301- GENERAL For the purpose of this code, certain terms, phrases, words and their derivatives shall be construed as specified in either this chapter or as specified in the Building Code or the Housing Code. Where terms are not defined, they shall have their ordinary accepted meanings within the context with which they are used. Webster's Third new International Dictionary of the English Language, Unabridge, copyright 1986, shall be construed as providing ordinary accepted meanings. Words used in the singular masculine gender include the feminine and the feminine the masculine. BUILDING CODE is the International Code Council, as adopted by this jurisdiction. DANGEROUS BUILDING is any building or structure deemed to be dangerous under the provisions of Section 302 of this code. HOUSING CODE is the Uniform Housing Code promulgated by the International Conference of building Officials, as adopted by this jurisdiction. INTERNATIONAL PROPERTY MAINTENANCE CODE is the 2003 International Property Maintenance Code promulgated by the International Code Council, as adopted by this jurisdiction. SECTION 302 - DANGEROUS BUILDING For the purpose of this code, any building or structure which has any or all of the conditions or defects hereinafter described shall be deemed to be a dangerous building, provided that such conditions or defects exist to the extent that the life, health, property or safety of the public or its occupants are endangered. 1. Whenever any door, aisle, passageway, stairway or other means of exit is not of sufficient width or size or is not so arranged as to provide safe and adequate means of exit in case of fire or panic. 2. Whenever the walking surface of any aisle, passageway, stairway or other means of exit is so warped, wom. Loose, tom or otherwise unsafe as to not provide safe and adequate means of exit in case of fire or panic. 3. Whenever the stress in any materials, member or portion thereof, due to all dead and life loads, is more than one and one half times the working stress or stresses allowed in the Building Code for new buildings of similar structure, purpose or location. 4. Whenever any portion there-of has been damaged by fire, earthquake, wind, flood or by any other cause, to such an extent that the structural strength or stability thereof is materially less than it was before such catastrophe and is less than the minimum requirements of the Building Code for new buildings of similar structure, purpose or location. 5. Whenever any portion or member or appurtenance thereof is likely to fail, or to become detached or dislodged, or to collapse and thereby injure persons or damage property. 6. Whenever any portion of a building, or any member, appurtenance or ornamentation on the exterior thereof is not of sufficient strength or stability, or is not so anchored, attached or fastened in place so as to be capable of resisting a wind pressure of one half of that specified in the building Code for new buildings of similar structure, purpose or location without exceeding the working stressed permitted in the Building Code for such buildings. 7. Whenever any portion thereof has wracked, warped, buckled or settled to such an extent that walls or other structural portions have materially less resistance to winds or earthquakes than is required in the case of similar new construction. 8. Whenever the building or structure, or any portion thereof, because of (i) dilapidation, deterioration or decay; (ii)faulty construction; (iii) the removal, movement or instability of any portion of the ground necessary for the purpose of supporting such buildings; (iv) the deterioration, decay or inadequacy of its foundation; or (v) any other cause, is likely to partially or completely collapse. 9. Whenever, for any reason, the building or structure, or any portion thereof, is manifestly unsafe for purpose of which it is being used. 10. Whenever the exterior walls or other vertical structural members list, lean or buckle to such an extent that a plumb line passing through the center of gravity does not fall inside the middle on third of the base. 11. Whenever the building or structure, exclusive of the foundation, shows 33 percent or more damage or deterioration of its supporting member or members, or 50 percent damage or deterioration of its non-supporting members, enclosing or outside walls or coverings. 12. Whenever the building or structure has been so damaged by fire, wind, earthquake or flood, or has become so dilapidated or deteriorated as to become (i) an attractive nuisance to children; (ii) a harbor for vagrants, criminals or immoral persons; or as to (iii) enable persons to resort thereto for the purpose of committing unlawful or immoral acts. 13. Whenever any building or structure has been constructed, exists or is maintained in violation of any spec requirement or prohibition applicable to such building or structure provided by the building regulations of this jurisdiction, as specified in the Building Code or Housing Code, or of any law or ordinance of this state or jurisdiction relating to the condition, location or structure of buildings. 14. Whenever any building or structure which, whether or not erected in accordance with a all applicable laws and ordinances, has in any non-supporting part, member or portion less than 50 percent, or in any supporting part, member or portion less the 66 percent or the (i) strength, (ii) fire-resisting qualities or characteristics, or (iii) weather-resisting qualities or characteristics required by law in the case of a newly constructed building of like area, height and occupancy in the same location. 15. Whenever a building or structure, used or intended to be used for dwelling purposes, because of inadequate maintenance, dilapidation, decay, damage, faulty construction or arrangement, inadequate light, air or sanitation facilities, or otherwise, is determined by the health officer to be unsanitary, unfit for human habitation or in such a condition that is likely to cause sickness or disease. 16. Whenever any building or structure, because of obsolescence, dilapidated condition, deterioration, damage, inadequate exists, lack of sufficient fire-resistive construction, faulty electric wiring, gas connections or heating apparatus, or other cause, is determined by the fire marshal to be a fire hazard. 17. Whenever any building or structure is in such a condition as to constitute a public nuisance known to the common law or in equity jurisprudence. 18. Whenever any portion or a building or structure remains on a site after the demolition or destruction of the building or structure or whenever any building or structure is abandoned for a period in excess of six months so as to constitute such building or portion thereof an attractive nuisance or hazard to the public. The 1997 Uniform Housing Codes states: SECTION 1001- DEFINITIONS 1001.1 General. Any building or portion thereof that is determined to be an unsafe building in accordance' with Section 102 of the Building Code, or any building or portion thereof, including any dwelling unit, guest room or suite or rooms, or the premises on which the same is located, in which there exists any of the conditions referenced in this section to an extent that endangers the life, limb, health, property, safety or welfare of the public or the occupants thereof, shall be deemed and hereby are declared to be substandard buildings. 1001.2 Inadequate Sanitation. Buildings or portions thereof shall be deemed substandard when they are when they are in sanitary. Inadequate sanitation shall include, but not be limited to, the following: 1. Lack of or improper water closet, lavatory, bathtub or shower in a dwelling unit or lodging house. 2. Lack of or improper water closets, lavatories, and bathtubs or showers per number or guests in a hotel. 3. Lack of or improper kitchen sink in a dwelling unit. 4. Lack of hot or cold running water to plumbing fixtures in a hotel 5. Lack of hot or cold running water to plumbing fixtures in a dwelling unit or lodging house. 6. Lack of adequate heating facilities. 7. Lack of or improper operation or required ventilating equipment. 8. Lack of minimum amounts of natural light and ventilation require by this code. 9. Room and space dimensions less than required by this code. 10. Lack of required electrical lighting. 11. Dampness of habitable rooms. 12. Infestation of insects, vermin or rodents as determined by the health officer. 13. General dilapidation or improper maintenance. 14. Lack of connection to required sewage disposal system. 15. Lack of adequate garbage and rubbish storage and removal facilities as determined by the health officer. 10013 Structural Hazards. Buildings or portions thereof shall be deemed substandard when they are or contain structural hazards. Structural hazards shall include, but not be limited to, the following: 1. Deteriorated or inadequate foundations. 2. Defective or deteriorated flooring or floor supports. 3. Flooring or floor supports of insufficient size to carry imposed loads with safety. 4. Members of walls, partitions or other vertical supports that split, lean, list or buckle do to defective material or deteriorations. 5. Members of walls, partitions or other vertical supports that are of insufficient size to cant' imposed loads with safety. 6. Members of ceilings, roofs, ceiling and roof supports, or other horizontal members that sag, split or buckle due to defective material or deterioration. 7. Members of ceilings, roofs, ceiling and roof supports, or other horizontal members that are of insufficient size to carry imposed lads with safety. 8. Fireplaces or chimneys that list, bulge o settle due to defective material or deterioration. 9. Fireplaces or chimneys that are of insufficient size or strength to carry imposed loads with safety. 1001A Nuisance. Buildings or portions thereof in which there exists any nuisance as defined in this code are deemed substandard buildings. 1001.5 Hazardous Electrical Wiring. Electrical wiring that was installed in violation of code requirements in effect at the time of installation or electrical wiring not installed in accordance with generally accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandard. 1001.5 Hazardous Plumbing. Plumbing that was installed in violation of code requirements in effect at the time of installation or plumbing not installed in accordance with generally accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandard. 1001.7 Hazardous Mechanical. Mechanical equipment that was installed in violation of code requirements in effect at the time of installation or mechanical equipment not installed in accordance with generally accepted construction practices in areas where no codes were in effect or that has not been maintained in good condition or that is not being used in a safe manner shall be considered substandard. 1001.8 Faulty Weather Protections. Buildings or portions thereof shall be considered substandard when they have faulty weather protections, which shall include, but not be limited to, the following: 1. Deteriorated, crumbling or loose plaster. 2. Deteriorated or ineffective waterproofing or exterior walls, roof, foundations or floors, including broken windows or doors. 3. Defective or lack of weather protection for exterior wall coverings, including lack of paint, or weathering due to lack of paint or other approved protective covering. 4. Broken, rotted, split or buckled exterior wall coverings or roof coverings. 1001.9 Fire Hazard. Any building or portion thereof, device, apparatus, equipment, combustible waste, or vegetation that, in the opinion of the chief of the fire department, is in such a condition as to cause a fire or explosion or provide a ready fuel to augment the spread and intensity of fire or explosion arising from any cause shall be considered substandard. 1001.10 Faulty Materials of Construction. The use of materials of construction, except those that are specifically allowed or approved by this code and the Building Code, and that have been adequately maintained in good and safe conditions, shall cause a building to be substandard. 1001.11 Hazardous or Insanitary Premises. The accumulation of weeds, vegetation, junk, dead organic matter, debris, garbage, offal, rat harborages, stagnant water, combustible materials, and similar materials or conditions on a premises constitutes fire, health or safety hazards that shall be abated in accordance with the procedures speed in Chapter 11 of this code. 1001.12 Inadequate Exits. Except for those buildings or portions thereof that have been provided with adequate exit facilities conforming to the provisions of this code, buildings or portions thereof whose exit facilities were installed in violation of code requirements in effect at the time of their construction or whose exit facilities have not been increased in number or width in relations to any increase in occupant load due to alterations, additions or change in use or occupancy subsequent to the time of construction shall be considered substandard. Notwithstanding compliance with code requirements in effect at the time of their construction, buildings or portions thereof shall be considered substandard when the building official finds that an unsafe condition exists through an improper location of exits, a lack of an adequate number or width of exits, or when other conditions exist that are dangerous to human life. 1001.13 Inadequate Fire-Protection or Fire-Fighting Equipment. Buildings or portions there of shag be considered substandard when they are not provided with the fire-resistive construction or fire- extinguishing systems or equipment required by this code, except those buildings or portions thereof that conformed with all applicable laws at the time of their construction and whose fire-resistive integrity and fire-extinguishing systems or equipment has been adequately maintained and improved in relation to any increase in occupant load, alteration or addition, or any change in occupancy. 1001.14 Improper Occupancy. All buildings or portions thereof occupied for living, sleeping, cooking or dining purposes that were not designed or intended to be used for such occupancies shall be considered substandard. The following is a list of items that shall be fixed to meet code: 1. Bedroom windows do not meet egress requirements of the Uniform Building Code or the International Building Code as required in Section R310. 2. Walls and Ceiling shall be a 1 hour fire separation in all utility rooms with boilers and heating units over 400,000 BTU. 3. Need smoke detectors in each bedroom and one in the living room. 4. Section 907.3.1.7 Group R-2. A fire alarm system shall be installed in existing Group R-2 occupancies per 2003 International Fire Code. 5. Domestic Hot water shall not be above 140 degrees F, must install water mixing valve if the boiler supplies domestic hot water along with building heat. 6. All penetrations through fire separation walls, ceilings and floors shall be rated or fire calked. 7. Signs shall be put on storage room doors stating, "Storage Room". 8. Crawlspaces shall be cleaned out from old equipment and combustible material. 9. Make up air screens shall be cleaned going into boiler rooms. 10. Boiler rooms shall be provided with outside make up air. 11. Electrical shall be secured to wall not just hanging. 12. Sign on boiler room stating, "Boiler Room No Storage". 13. Put a sign on the door for the laundry room stating, "Laundry Room". 14. Electrical Breaker Boxes shall be labeled. 15. Rooms with electrical disconnect shall be labeled, "Main Electrical Disconnect". 16. Need door knobs on doors. 17. Crawlspace access shall be 1 hour fire rated door and assembly. 18. Apartments in basement of 9295 lack proper egress, egress out of basement needs to be fixed, need to extend hallway to exterior wall. 19. Exit signs shall point in the direction of travel. 20. All locks shall come off exit doors. 21. Covers on base board heat need to be replaced. 22. Fix all broken drywall in hallways. 23. All doors shall be labeled as to use of boiler, storage or electrical. 24. Carpet shall be stapled down to prevent tripping hazard. 25. Stabilize all handrails and all handrails shall be between 34-38 inches above the plain of the tread. 26. Two light bulbs per exit sign required. 27. Activate spring on Fire Door so self closing, Fire door and assembly shall be fire rated. 28. Low hanging lights need guards. 29. Stair well shall have working drains 30. Remove dead bolt locks into storage area. 31. Boiler room floor needs to be fixed. 32. Need additional exit signs and back up lighting. ORDER The City of Wheat Ridge Building Official has determined the building referenced above to be a Dangerous Building and to constitute a health hazard if not fixed. The owners are ordered to pull a building permit to fix the deficient items. If such items are not fixed by June 30, 2005, the Building Department will post 9265, 9295, 9325, 9355, 9235 W. 4811, Ave. in Wheat Ridge CO. 80033 as a Dangerous Building. All existing tenants may stay in the building as long as a permit is pulled to fix the issues. When a tenant moves out of the rental unit, that unit shall not be ]eased out until all items at Caesar Apartments are brought to code. Pursuant to Code future tenants shall not be permitted to occupy these units until all issues are brought up to code and are inspected by the City of Wheat Ridge Building Department. This is therefore required in order to protect life, health and safety of the public. The property owner and all future occupants are hereby ORDERED TO CEASE AND DESIST occupancy and use of the above described building. The Building Official shall cause the property to be posted with the attached Notice after June 30, 2005 and shall take action to remove all future occupants from the building until the building is brought up to code. REMEDIAL ACTION 1. The property owner must apply for and obtain a City of Wheat Ridge building permit to correct the following deficiencies. 1. All deficiencies shall be fixed but are not limited to the items on this list. APPEAL OF THIS NOTICE AND ORDER Any person having record title or other legal interest in the above described premises may appeal this Notice and Order or any action of the Building Official to the Building Code Advisory Board or known as the Board of Appeals pursuant to section 112 of the Code, provided that the appeal is made in writing as provided in the Code and filed with the Building Official within ten (10) days from the date of service of this Notice and Order. Failure to appeal will constitute a waiver of all rights to an administrative hearing and determination of this matter. FILING OF AN APPEAL SHALL NOT STAY THE EFFECTIVENESS OF THIS NOTICE AND ORDER. It is a misdemeanor to occupy this building, or to remove or deface this notice. BY ORDER OF THE CITY OF WHEAT RIDGE'S BUILDING OFFICIAL 303-235-2853 303-570-7510 Chadley Root, Buildin fficial r 'V INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site L it Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUND NSPECTIONS DATE ) INSPECTOR .INITIALS ; COMMENTS]? Footinns Ste mwG) Concrete Encased ". Reinforonolithic WeathFrench Drain !: Sewer: ines Water Sines - oVVrt`nV byrvbrct�t U. I ILAIJUVLHAS ULLN SIGNED E SLAB: FLOOR Underground) (Underground) Inderground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED tie oervice -tric I :hanlcal ' ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING. ew FINALS 'Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W &Drainage " INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD Parking &: Landscaping 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 OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. -.: