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Home My WebLink About3370 Depew Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _� ��-� /J �._�77 Job Address: Permit Number: ❑ No one available for inspection: Time I I -_AM/ M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: ---) 'd- - L3 Inspector: 0 DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Window Replacement PERMIT - 201901217 PERMIT NO: 201901217 ISSUED: 06/12/2019 JOB ADDRESS: 3370 Depew St EXPIRES: 06/11/2020 JOB DESCRIPTION: Window replacement (2) in back room and sun room. U -factor': .27 *** CONTACTS *** OWNER (303)913-4838 DENTON PEGGY SUB (303)934-4508 Jason Lewis 090396 Lifetime Windows & Siding *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 650.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 13.65 ** TOTAL ** 63.65 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include al I entities named within this document as partes 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 I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 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, any violation of any provision of any apable code or aid; ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Aief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dina Kemp "c—av 1'-� / q From: no-reply@ci.wheatridge.co.us Sent: Wednesday, June 12, 2019 1:34 PM To: CommDev Permits Subject: Online Form Submittal: Residential Window/Door Replacement Permit Application Categories: Dina Residential Window/Door Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) 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. Is this application for Yes replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS** 3370 Depew St Peggy Denton 303-913-4838 pegdenton@yahoo.com CC Auth card for 3370 Depew.pdf CONTRACTOR INFORMATION Contractor Business Lifetime Windows and Siding Name Contractor's License 90396 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-934-4508 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address rebecca@lifetimewindowscolorado.com Retype Contractor Email rebecca@lifetimewindowscolorado.com Address DESCRIPTION OF WORK Number of window 2 and/or doors being replaced Location of Back room and sunroom window(s)/door(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): What is the u -value of the .27 window(s)/door(s)? City of Wheat Ridge requires the a -value to be .32 or better on windows.. Attach copy of Order.pdf window/door cut sheets showing sizes and u -value Project Value (contract 650.00 value or cost of ALL 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 z 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 been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Rebecca MacMillan Permit Email not displaying correctly? View it in your browser. L I F E T I M E LIFETIME SOLAR ROOF & SOLAR SOLUTIONS 6330 N WASHINGTON ST #10 & 11 DENVER, CO 80205 Quote Number. 4512 Homeowner. PO Number: W 14080DENT Job Name: W 14080DENT , Line Location Qty Description Each Total l I SR SINGLE HUNG OUSSADDERS GLASSADDERS BVSH BLOCK FRAME NWT 032.S000 X046.5000 TEMP. LE CL TOP T TEMP. LE CZ BOT ARGON SILLANGLE LOCK TYPE= I CAM- STD SCREEN-- XALFSTD STD Fr ORIEL ,_ 050.0008 N U -FACTOR = 0.27/SHGC6- 0.23 K 32-1/2" >4 *DISCLAIMER' Vtewedfrom Savior !maga may not reflect Vdowsdected Pkmt verify to prodact Costomm Approval: Created on: Jun 12, 2019 9:57 AM 1 f 2 Line Location 2 J v Qty Description I XO SINGLE SLIDER 71-1/4" VISCUIMER0 Yhwsd from ExUrior lawae may am reflecl apdow selected Please wP6 in product Arrodox Customer Signature: BV XO BLOCK FRAME HW 071.2S00 X047.2500 LE CL LEFT LE CL RIGHT ARGON SCREEN = HALF STD STD ORIEL - 050.0000 U -FACTOR- 0.271SHGV-0.23 LOCK TYPE = Z CAM- STD 2 LOCSS REQUIRED Each Total Cbwtoner Approval: Payment Ili onnadon. Sell Subtotal: Misc Charge(Taxable): $0.00 Misc Charge(NoTax): $0.00 Deposit: $0.00 Total: Created on: )un 12, 2019 9:57 AM 2 2 i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Z_ Permit Number: �� cj, 1 V �__ } /'!"." in 0 V-6 V ( * ' I l i a 1 1 ❑ No one available for inspection: Time L= t AM/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date: ;l ' ` Inspector: ' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: y ✓F C_ ,A ; ❑ No one available for inspection: Time ^1`+.a AM/PM /�� Re -Inspection required: (Ye s No When corrections have been made, call for re -inspection at 303-234-5933 Date:7 / -' i Inspector: - DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Plumbing PERMIT - 201900263 PERMIT NO: 201900263 ISSUED: 02/13/2019 JOB ADDRESS: 3370 Depew St EXPIRES: 02/13/2020 JOB DESCRIPTION: Residential plumbing replacing galvanized water lines with PEX uponor. *** CONTACTS *** OWNER (303)913-4838 DENTON PEG SUB (303)960-7647 DENNIS J. HAMILL 150104 SERIOUS PLUMBING, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,000.00 FEES Total Valuation 0.00 Use Tax 63.00 Permit Fee 93.35 ** TOTAL ** 156.35 *** COMMENTS *** *** 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. 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 nd am authorized to obtain this permit and perform the work described and approved in conjunction with this n t I further ttest at a le Ily authorized to include all entities named within this document as parties to the work to be ed and th t 1 w to e er ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or ONTRACTOR (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 Budding Official and maybe subject to a fee equal to one-half of the originalpermitfee. 3. If this permit expires, a new permit may be required to I 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 gr ng of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any a able code or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. k�4 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat d COMMUNITY DEVELOPMENT ge Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us I FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 57 C,-' 0 q pew Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor Name: Oerv)► S M1 City of Wheat Ridge License #: l S-Z) f b L Phone: 76 no Contractor E-mail Address: te'1n ✓1^ I v , t%�l''� For Plan Review Questions & Comments /(please print): �1 CONTACT NAME (please print): i! �T� !�2!r/1 �1 Phone: 'fi' 1r)S C18t 3e CONTACT EMAIL(p/ease print):�� Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. k -(?p 640 611 � '12,'/W'6e/- L.� 4�� 7 Sq. FULF BTUs Gallons Amps Squares For Solar: KIN # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OVIWNEWCONTRACTOR 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_�gn_the-application. CIRCLE ONE: (OWNER) CONTRACT or (A HO ZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): /7 DATE: Printed Name: J C,/)C,/)✓✓r f 1 % DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: _ CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: q -75 -2 - INSPECTION RECORD HMSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 _ ,. upancy/Type r<—/r Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pe inent to t 's project Foundation Inspections Date Inspector C is Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspection Underground/Slab Inspections Date Inspector Initials Comments ` Electrical 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. Sewer Service Floodplain Inspection (if applicable) Plumbing Final Electrical Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Comments Initials Wall Sheathing 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. Mid -Roof Floodplain Inspection (if applicable) Lath / Wall Tie Final Electrical Rough Electric Final Plumbing Rough Plumbing/Gas Line Final Mechanical Rough Mechanical Roof 6t Rough Framing Final Window/Doors Rough Grading Final Building Insulation 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. Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof 6t Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. 'For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge ..r'- Residential Roofing PERMIT - 201704732 PERMIT NO: 201704732 ISSUED: 07/25/2017 JOB ADDRESS: 3370 Depew ST EXPIRES: 07/25/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 21 sq. *** CONTACTS *** OWNER (303)913-4838 DENTON PEGGY SUB (303)425-1083 Matthew Rock 017908 Rock's Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,285.00 FEES =" Total Valuation 0.00 _ -- Use Tax 152.99 -- Permit Fee 172.60 ** TOTAL ** 325.59 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201704732 PERMIT NO: 201704732 ISSUED: 07/25/2017 JOB ADDRESS: 3370 Depew ST EXPIRES: 07/25/2018 JOB DESCRIPTION: Residential Re—roof to install asphalt shingles with 21 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable ul lding codes, and all applicable municipal codes, policies and procedures, and that I am t e legal owner or have been authorized by the legal owner of property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permrt. I r est that I am legally authorized to include alI entities named withintpis yocgmgpept as paprties to thep ork to be Derformed-ari all work to be performed is disclo ocument and/or its acco an in roved lans ands ecifications. Kgnature 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 and rocedures 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 applicable code or any 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. �,ry Street _ 940-93-- Ni at Ridge, CO a 50033 way vw, ro ck sroofingin c. com RooicPs Roar�w®, Iwra. Date: -�5/R 1 /2017 Roofing Expots of Industrial, Commercial, Residential Since 1968 Submitted'Fo: Perry Denton Street Address: 3370 Denew St. City, State, Zip: Wheatridge. CO 80212 This estimate does not obllgate the homeowner or Rock's Roofing Inc. In any way uniess it is approved by the Insurance company and accepted by Rock's Roofing Inc. by signing- this agreement the homeowner authorizes Rock's Roofing Inc. to pursue the Insurance company at the homeowner's beat Interest for a roof replacement or repair at a price that is agreeable to the insurance company and Rock's Roofing Inc. with no additional cost to the homeowner except for their deductible. When the Insurance Company and Rock's Rooting Inc. agree upon a price, that price will become the final contract price and Rock's Roofing Inc, will receive all Insurance proceeds for the work completed by Rock's Roofing Ine.'We propose to complete the work in accordance with the above specifications and subject to conditions found on this proposal. c Init als Phone: XMQ1R-MRii Email! p-ntnn0Vthnn-r.QM Job Address' M70 I7epew St_ w>whf- • ge, ro Rog-19-- This og-t ACCEPTANCE OF PROPOSAL— This proposal becomes a legal and binding contact whhln 72 hours from the date of acceptance. 1 1/2 % per month interest will be added to all accounts 30 days past due. In addition, cost and reasonable attorneys fees for collections may be charged on any account past due over 30 days. Payment Is to be made at time of completion. Failure to pay can constitute a mechanics lien filed against the property. All materials guaranteed to be as specified. All work to be completed in a work- manshlp manner to standard practices. All damages to buildings are excluded 30 days atter completion fate and the owner is notified that any damage to contents will be the responsibility of the owner and his Insurance company. All damages to the building, which occurred while roofing was in progress, will be covered by the contractor, All agreements are contingent upon strikes, accidents, or delays beyond our control. Scheduling will be done based upon date signed but limited to availability for materials, crews, and weather conditions. This proposal expires thirty (30) days after the date stated above if not earlier accepted, revised or withdrawn Initials New Shingle Color?-C=',—'N=e ,.S+J.-c�\,,.�„•�_� TeaF9f:% - retool-Iva.�hiald;-9n-Rves-and�alleye--HaRe_Felling;�v�" :i� Install -Pinnacle Prestine Shingle Doom Spout -211X_ Roof Slope -5/12 Shingle Manufacturer: Atlas Warranty: thru Atlas Replaoe Outters: 90 LF Additonal Work Perbimcd: 2 square of modified bitumen on patio Other minor items oat inxgurmce ndjuvtment to he performed at a later date. Roof Height: 12 ft, Approximate Cost: Contractor Signature: Customer Signature Insurance Company:State Farm Insurance Date of Acceptance: -� $7,285.00 claim#, 06-016$ 706 _ Adjuster-, jig 3M&td Phone 8§6-292-8676 eirt_A847 Dan Schultz L)&` /2 0 ¢_4 -3 2 From: no-reply@ci.wheatridge.co.us Sent: Monday, July 17, 2017 12:50 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3370 Depew St., Wheat Ridge, CO Property Owner Name Peggy Denton Property Owner Phone 3039134838 Number Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Matthew Rock Contractor's License 017908 Number (for the City of Wheat Ridge) Contractor Phone 3034251083 Number Contractor Email Address rocksroofinginc@hotmail.com Retype Contractor Email rocksroofinginc@hotmail.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Atlas Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 21 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 21 roofing material for this project 2 Provide additional detail Remove all existing layers. Base Felting synthetic. Install Ice here on the description of Shield at eves & valleys. Install Atlas Pinnacle Pristine roofing work. (Is this for a house system. or garage? What is the roof pitch? Etc) Project Value (contract7285 value or cost of ALL 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 this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Matthew Rock Email not displaying correctly? View it in your browser. 3 ;l 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: ko z Job Address: 370 Permit Number: 201,74 LZ73,2 ❑ No one available for inspection: Time Re -Inspection required: Yes No --�' When corrections have been made, call for re -inspection at 303-234-5933 Date: -F-. M • % 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: / /I_Z-/J Job Address: > O 1-),E ter Permit Number: 2_ '/i'0 1-/ 7 7 ❑ No one available for inspection: Time ' ' ' - AM/PM Re -Inspection required: Yes ,;No) When corrections have been made, call for re -inspection at 303-234-5933 -� 1 1 f Date: Inspector: DO NOT REMOVE THIS NOTICE DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 13273 12/18/01 Property Owner: Property Address: 3370 Depew Street Contractor License No, ' 20146 Company: Champion Windows of Denver Phone 303-235-8165 Phone 3033750745 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: $8,100.00 $167,25 $0.00 $121.50 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 ~dinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED ~~"1 DATE/7./tf.'q Total: $288.75 Use: Description: Patio room addition, 86 square feet. BUILDING DEPARTMENT USE ONLY --- Approval: mlc Zoning: R1-C SIC: Sq Ft.: Complies with R1.C regulations. Roof: ...... Note: 0-, ( I .... Is responsible for locating 1'''1' " ..1Ild ~ ImprovCIlICIlts according to e lIJIlI"ved ,IIJI and IIlqUired development standanl The ell)' Is DOt IeIpOIISlbJe for inaccurate Informal n ..hMlftM wI1ttIn tho piau set and any construclio _Iaullln& Iiom Inaccurate information. Stories: Residential Units: -- Approval: bg .........1 Approval: Occupancy: Walls: 12/18/01 Electrical License No : Company: Plumbing License No : Company: Mechanical License No : 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 Stale 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 (8) the building authorized is suspended Of 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. !f 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 wrillen 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 fOf, nor an approval of any violation of the provisions of the building codes or any other ordinance, law, rule or regulation Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) A.PPLICATION Property Owner: fJ ~ Property Address: 33 7D ;.J{;Jcu..J~ Contractor License No.: '20(40, _ /' Company: Ctft.{u''1J,.7.J IP./v,).i'-J 6 <>>- 4-0VM......-: Building Permit Number: Date: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT , Ph -g03 2 3~-"{/f::>S- ~\.~e: '72.b _ 323 - D25"1 Phone: ;)0337,:jU7Vr 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 cDvenants, 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 Whoat Ridge Building Code (V.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. , Construction Value: gt09, tJ'O Permit Fee: Plan Review Fee: Use Tax: Total: (OWNER)(CONTRACTOR): SIGNED ~~--t:.-r DATE 12 13-0/ Description: PnD Ald0 51 xIO/9'''c-u AAJ,.u tfMM .0..-PfZkJ-U4t-- vsrOAJi 1/..)/ Nd (:;2tZ-l~c'. ~_..vc~ ZONING COMMENTS: f"'('\ 1\ n Approval: 'IUL,- Zoning: R \ -0.. BUILDING DEPARTMENT USE ONLY (b{~\..lQs W/m -t ~<'&" BUILDING COMMENTS: I _ / Approval: f )'/($1",1 6. (;., PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Stories: Residential Units: Roof: Electrical License No: Company: Plumbing License No: Company: Expiration Date: , Approval: Expiration Date: Approval: Expiration Date: Approval: SIC: Sq.Ft.: 2iot:P DEe I 3 7nno Mechanical License No: Company: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws ofllie State ofColoraclo 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 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, anew 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 abandonmenthas not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pCI'Illit. (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 Inspectortwenty~fow' (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 pcmrit for, nor an approval of. any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. /..LL~N-'1 f~Uilding Inspector . DEC-18-200i 07:39 FROM:CHAMPION WINDOWS 303-375-1055 ", DEC-14-2001 11:29 F'"'''''''' ION NO. F04'o5910 18.es F elo RECORDED IN .JEFFERSON COUl\lTY. COl.ORllllO TD:303 235 2857 303 456 2195 P.01/01 PSt 0001-001 7/18/97 12.2:5.07 P.002/002 WARRANTY DEED RECO_Il'5 STAMP 00 TATS DEED,lb&do this ItST"H d8y of July, 1997, between MARGARET -E. WILSON ofdte County of lelfllrson, State of Coloado, pmtor(s), aDd J, ROOER PALM lI1Id CAROL N, P^~M \"\ whose Iq!al address i5 3370 DEPEW STREET, WHEATRJOOE. CO 802J2 of the County of IdIcr.soo, Sl.8lc Dr Cokndo, gnanle'lls: WTINESs.. \ha\" graDtor(s), fot....d in ~onsiOeratiQn of the sum ofane liundred Twcqty Two Tb:ous:md Five Hun<hd Callan ancfNoIIOO, the: ra:clpt and IUfficienq of..Jrich is bcreby at.know1edpd., bavclhas &rUred, blJl"aained. sold and conveyed. aad by thEe pCCSCQIs do(es) grlDt. barpin. :;ell, CODVC)' and oonlinn unto the enntees,. their heits and Q~ fo1'l:\IC1". DOlin r.oaancy in cunrncn but. injaint UmJnq,a.l1 the relit propert, topIherwtdJ Improvcml!nts. ifan)', slnlate, lyiDg and being in The Count)' t)f Jeffenon. State: of ColODdo, dsribed as fallawl: ll:" LOTS 13 AND 14, BLOCK 8. COLUMBIA HEIGHTS, COUNTY OF JEFFERSON. STATE OF COLORADO. ~ &Iso kaowu b)' street and number lIB 3370 DEPEW STAEET, WHEATRIDOE, CO 10212 TOGETHER wich all IIl1d sinplar lbe hexeditll.murs BJl.(l app~themm'C:O betoDgina, OJ" in iU1ywi9C appcrtAinil'lJ, tile nwnion arwd re:verskms., rcmair:l.det s.nd ~aindera. rents., ~ and profJtS thcrccf. U1d all me cswc, righ~ tide ~t. claim and demand wtwJsoeveraflhe granl:l>r($), either in Jaw or equity, of. in, and (0 the above bllf8'llinedpremi5es, with lite . hercdirame.ntJ llf1d appatcnancr:s, TO HA VB AND TO HOLD the saki prtmis.c~ above bll'pincd KId desPonDed, with tbl:' appwunancu, unto 1M ~1Ct$. their h'ilirs and tWips forewr. And the grai'Itm(!i). tbt f1iil1letsclf. their beirslDd persollalrrpescotadvcsdo(ee) CQYe:.r:IiIDl.,Brln1, bargain artd ..... 10 and wid1 the gran~e", their brin IIId assigns.. th.t ~ die time of the onseaJiDa md delivery of 1bese p1"OSeflt$ are w.:U Hi2>>d of lb. praniHs abo"" c:onveyed, hD"cJbad. good, sure, pcrlect Ibsotute and indereasib~ esmte of tnheritauo:e,in lAw, iD ~ simple, and havclha4good npt,. Adl power IUId lawful allthoriry fo grml. ~ln. selJ and'COllVt1}" !he MrnC in JDiIDJI,'R' IlDd farm .fl;Jl'~~id. and that the !UPIIe arc fi'oe and ~lt:ar from aU forme1' and oIher gRm~ barsa1ns, Sales-, liens, (MeSo, a&SeSSme1U~ eacurnbrac:cund rC5tiic:uol!.!lofwhate~k:ind or naAlIelOC'nW. EXCEPT FoR lAXBS FOR TIlE CUlI.RE>rr YEAR AND sv.sSEQUENT YEIIRS. EllSEMENTS. RESTRlCTlONS, COVENAm'S AND RlGHTS-OP-WA Y OF RECORD IF A.'iV. The grantor(.).wu atId will WARRANT AND FOREVER DEFEND the above-bargaincdpremiJcsin the qulctand petC:oab.le poasessiol'l /)ftht gran~s. tbdr hain. and lI:IsilPL'. 8J;Dinst 1I111Dd every permD or ~! lawfully Claimiullbc whoJo OJ" aD)' part thereof. TN' WITNESS \\1l-m.RS.OF the gnmcor($) bav.Ctbad executed thi:s deed au the dale :Sa forth above ~Z"'A#~~...%~~ " ARG T E. WILSON 5'1 ATE OF COLORADO Coua.cy of JEFFERSON ].s. ~ forc&aint ir:atrument w~ al;kDowled&ed befotc me tbi6 _ 16TH day of JULY ,19..22. . 19---0 Witncss my hand ma official gea' r iml~ """" . ..~--... N_c Incl M4nlN of pcnoa Cratma Nr:wty ~ t..cpllbcfil'l-iDn (f ]a.35'-11)$, C".R,S,} I'lIn Q')l R_"'OII; WAoIlAA.NTV n1l'.$'.n (fn .1..1.. "'-n....r.\ TOTft.. P.01 f-:;:- I l ~t. /0'.9" <:P '" -' ~\ / S I 1 tf o</-'~ / I).p 0 .' I ?' ~V"",I,^ -'1 ~ I foG' \,0 I 'f t-- 'b I I I I I I l' I , i I , 141 I -" - -"-'~'--'- I ... - ,.- ! [)f Pew S'l \ B "I' .J:n\..) r'''pt \ '\"'e'"' f)""-,> ~ "", o~". . ~ 'Il .:;.;~ ...~^b~. M D~teJ;/t.~:' I s\gned,6k~,...Plan c~_~cker ! .'~.---'~'- ~,-~,..,--~.--'--- APPROVED ,<; '.J I"',:;rv:\.~tions ('. ~,:r~~~ to r i~(U JlLJt-''-''- ,~. ,..I" 1 ,,'<<. CustOmer: PALM A WALL City: Denver Job Number: 6319 Order Date: 11/21/01 t F,' 611t$S J ;/ S9t./~ 20 + 0.5 + 71,375 + 4 + 0.125" space = 96" B WALL I i i i 0tJt.. /,f, s"'(./~ """ 6</S-r/NGCcI'iCfE:77i St./ls, [: & AI€4) 100~XI/ ;:o,,?"/,V&>~ "''O', '. '". ... .4'.,. II ~ ..,..,. . :j " \, " .. ,. 4 + 59.37 0,5 + 59.375 + 4 sill(s) = 129" C WALL J :I ~~...,( ,~~'J{"'G, #L"/~'>'~~ < "?fJ" t. !",,'j /~" ' ,<;). . . '^'/!'. ~~;, .'fl..<.Ic/! ,j~", I 15814 : ""0. .cr.:- . __. j! .l'_ :',,-~.. I,' '17.-1)/ :.1..(,_ ;, :;.c".. ' 1-; "'i ....,......',_. " "(!-. ..<:""-' \. d'SI........c:.\\~ ",.- I~/,'II"'ON A \. ,~\\\"". ,; ;.,','\\ 0t)t, /lJ nt.1-f tESIl>CNe€ 3370 VePEt0 S'-r. IcJtG.47".e,/O<P€, Co. 8'001/;;z.; 4 + 89,375 + 0.5 + 2,125 = 96" ClllSHO:::.M CONSULTING SERVICES LTD. 1074 S, Alkire Sl. Lakewood, CO 80228 JOB PALM 3370 DEPEW SHEET NO.-LOF ~ JOB NO. 110141 CUSTOMER: CHAMPION WINDOWS DESIGN LOADS: WHEA TRIDGE SNOW LOAD 30 PSF WIND LOAD 90 MPH, EXPOSURE B NEW HANGER NEW ROOF PANEL. EXISTING RAFTER NEW RAFTER REINFORCING GLUE AND NAIL A p- EXISTING 2X4 STUD WALL. 2-3/8" C/J X 3" LAG BOLT AT 24" O.C. EXISTING SIDING AND SHEATHING. 13" NTS ,", ~ ',I, I J;.'" .' """ ,.' t:" .' 1<lJ '1f4 " I~. ,<j;ifd~A ! / /:J4.. '. '..., 1581. :... '~~. il Ii. 7 /n I /4:.", ';,~... ;I!~" J' ...:,~"'_ '.'. ~.. .'"t'~' ;.,' '~'I" J'3i.......~,\.....L ,::::.:;- """11 DNA\. ~\\,..,. ;j "",1',"\ EXISTING ROOF RAFTER NEW RAFTER TAIL REINFORCING. GLUE AND NAIL SECTION A 2-3/8" C/J X 3" LONG LAG BOLTS AT 24" O.C. ROOF CONNECTION 1 1/2"=1'-0" JOB~f'I;)t~,{ ))70 Olltw St, W~!QL;Jr( SHEET NO, I OF I CALCULATED BY !MQ liN~, I(tlkl DATE II/uIO! , ruor"E88,(~b tj IID'~I DATE ~ (J Reo! Oe~J (oad ' 5 plf ~, P.... 16,8,d CHISHOLM CONSULTING SERVICES, LTD. Structural Engineers 1074 S, Alkire St. LAKEWOOD, CO 80228 (303) 914-8202 Roo! Lv( LoaJ ' 30p( W,~J toaJ ' qO"",I., eifOSU(( I. C(ech (M~t(rl'Oil M,1lJ roo-f to e~ilfi~, foot p: (3s{O(z,oNI nV~{): 231 t . Ctfwt/ z. Yg"tP~ 3" 10"J \01 ~ol.t~ ;~ e~l \b~' (7.)lztol~J! h):- Zq31~ ;> 1))[ 2. 3/t"l/; X 3" IO~7 I~, ~o,ts at 7.. 'i" 0,(, 2311\, z. (I,ch 'M~tiMUWt (oll)~# IODJ p ,; (~,oW( 551ti)( 33f~.(J' 7O~1~ CD.r~((fi IZ"~X ~6" ro.} (Oo1l"J \JJ;T~ ')0;/ of ~W!"'1 c~PQI;fl lOOOpt : ZZO{) Ih ([)~c. q7 T,-~It 1~"-I1) . UOolk ~ 70~ II I) '; [ 3, /2"~ X ~(/ LON~ fOOTIN6S ) flR (f S ') HttJ(" o~ Wi.JO!.lJS OK, \JJi",Jow\ Iv ~{ rew>ov!J ~, ~DO{ f~lIIl r CofW (oIUM" I.~If".,(JIQtt CO!O'll.V\ DOOt S:I/ ~NJtr S,k ~tQJtt 5, bid""'9- Sll~ to ftM4i" Saw-cut tor (oof;l/I) $ , ,,-,' ,"" ....,: L. ___ -"~'I' ,'-'"" ,,' '''1-/ ,". /i,I",*, ' ,Ii ., .... jiiJ JJ.,/,--t~1)I.fL ...! 15814 :"" -::Q- _. ,I. 0.. 1\ "r)' ..(~: ',~. ~.":.'.- '. .--.,.,-. .-<;",.- ."J, usj"......c..\\ ," ,~;" "'III""f~1 A \\~s;;:,\' T~tle 1/ l(~~ 2, U 1~~~ ]47, 1~~~ Z,b'2 la\lf n 1<l~le 2 g OK Ol~ O~ O~ OK 01' PATIO ROOMS BUILDING PERMIT PACKAGE FOR CHAMPION WINDOWS AND ENCLOSURES JANUAAY 1 998 Champion Windows & Enclosures 11750 Commons On"" Cincinnati OH '52'6 ~ ENCLOSURES 1.0 INTRODUCTION This document has been prepared for Enclosure Suppliers Inc.. 10036 Springfield Pike, Cincinnati, OH 45215, by Ambnc Testing & Engineering -Associates, Inc" 3502 Scotts Lane, Philadelphia, PA 19129. The purpose of this evaluation was to determine the load carrying capacities of the various Aluminum members and connections which are used in the construction of the e~ ENCLOSURE and the presentation of this information in user friendly member load tables. This information is the property of Enclosure Suppliers Inc. and should be used solely in conjunction with their manufactured products and in the construction of the e~ ENCLOSURE three season rooms. The load capacities of the component members were determined by engineering analysis and design. . Ambric Testing & EngiD~ering Associates, Inc. 3502 Scotts Lane, Philadelphia, PA 19129 January 26, 1998 I ~ ENCLOSURES 7,0 CERTIFICATION The following tables have been prepared based on engineering analysis and design and reviewed by a licensed professiona~engineer. Table Nos. Table Nos, Table Nos. Drawing Nos. 2,1 3.4.1 3.6,1 4.1 2.2 3.4.2 3.6,2 4.1.1 2.3.1 3.4.3 3.6.3 4.1.2 2,3.2 3.4.4 3,6.4 4.2 2.3,3 3.4.5 3,6.5 4.2.1 2.3.4 3.4.6 3.6.6 4.2.2 2.3,5 3.4.7 3.7.1 6.1 2.3.6 3.4.8 3.7.2 6.2 2.4.1 3.5.1 3.7.3 2.4.2 3.5.2 3.7.4 2.4.3 3,5,3 3.7,5 2.4.4 3,5.4 3,8 2.4.5 3.5.5 3.9 2.4.6 3.5.6 2,6.1 4,1 2.6,2 4.2 2,6.3 4.3.1 2,6.4 4.3.2 2,6,5 4.3.3 2.7 4,3.4 2.8 4,3.5 3.1 4.36 3.2 4.4 3,3 PE Seal: '. . '~!~~~'::~:'\ - ~~~~ ':;; \ ....:', ~ J":';f)~~~:'~- :};;/r:/ f /"';'~' '.:.' , -." .....- ... ~-~-fv Original seal and' signature in blue Ambric Testing & Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, PA 19129 03123/98 eJa"'/1i~ ENCLOSURES Table 2.1: Patio Room Roof Panel Load table for span/180 Span I Panel Configuration I Allowable Roof Load in PSF at Span/180 110115 20 25 I 30 35 40 45 50 I 55 I 60 8' 3 ';." EPS . . I . I . . . . . I . . . 8' 3 ';." EPS+H@ 3'-0" Oc. I . I . . . I . . . . I . I . . 8' 3 ';." EPS~H @4'.0" Oc. . I . . . I . i . . . I . I . I . I I 9' 3 ';." EPS . . I . . . . I . . . I . . 9' 3 >;." EPS+H@3'-O" O,c. I . . . I . . . . . I . I . . 9' 3 >;." EPS+H @ 4'-0" O.c. . . . I . . I . . . . I · . I I I I I 10' 3 >;." EPS . . . . . . I . I . I . . I 10' 3 >;." EPS-H (a) 3'.0" O.c. . I . . . I . . I . . I . . 10' 3 >;." EPS~H @4'.0" O.c. . I . . . . . . . . . I 11' 3 ';." EPS . . I . . . . . I II' 3 >;." EPS+H iaJ 3'-0': O.c. .' . I . . . . I . II' 3 ~I," EPS+H (a) 4'-0" Oc. . . I . I . . . . I I I I I I I 12' I 3 >;." EPS . . . . . I I I I I 12' 3 ';." EPS~H @ 3'.0" Oc. I . i . . . I . I I I 12' 3 ';." EPS+H@4'-0" Oc. I . I . . I .. . I I I I I I 13' 3 >;." EPS . I . . . I I I I 13' I 3 ';." EPS-H@ 3'-0" O.c. I . . . . I , I I I 13' 3 ';." EPS"'"H @ 4'-0" O.c. . I . . . I I I I 14' 3 >;." EPS I I I I I . . 14' 3 >;." EPS+H@ 3'-0" O,c. . . . i I I 14' I 3 'I." EPS-H@4'-0" Oc. . . . I I I I I IS' 3 >;." EPS I . . I i IS' 3 >;." EPS+H@ 3'-0" Oc. . . I I I I IS' I 3 >;." EPS-H@4'-0" Oc. . . I I I 16' 3 'I." EPS . I 16' 3 'I." EPS+H @ 3'-0" O.c. . I 16' 3 'I." EPS+H@4'-O" O.c. . Ambric Testing & Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, PA 19129 January 26, 1998 eJalltfdD"e ENCLOSURES , Table 2.2: Patio Room Roof Panel Load table for span/120 Span I Panel Configuration I Allowable Roof Load in PSF at SpanlI20 110115120 25 30 35 40 45 50 55 I 60 8' I 3 ,!." EPS I . I . . . I . . I . I . I . I . I . 8' I 3 '1." EPS.,..H iaJ. 3'-0" O.C I . I . . I . . I . . I . . . I . 8' 3 '1." EPS+H@4'-O" O.C . I. . . . . . . . I . . I I I 9' 3 '1." EPS . I . . . . . . . . I . . 9' 3 ,!." EPS.,.H iaJ. 3'-0" DC . . . I . . I . I . . . . . ~ 9' 3 '1." EPS+H@4'-O" DC . . . . . . . . . . . I 10' I 3 'I."EPS . . . . . I . . I . . I . . 10' I 3 '1." EPS---H@3'-0" DC . I . . . . I . I . . . I . . 10' 3 ,!." EPS---H@4'-0" DC . . . . I . I . I . . . . . I I I II' 3 ,!." EPS I . . . . . . . . . . I · II' I 3 %" EPS+H@3'-0" DC . . . . . . I . . . . I . II' I 3 ,/." EPS---H@4'-0" DC I . I . . . I . I . . . . . . I 12' I 3 '1." EPS . . . . . I . . . I I 12' I 3 '1." EPS.,..H@3'-O" DC . . I . . . . . . . I . I . 12' I 3 '1." EPS---H@4'-0" DC . . . . . . . I . . . . 13' 'i 3 %" EPS . . . I . I . . I I 13' I 3 '1." EPS.,..H@ 3'-0" DC . . I . . . I . I . . . I I 13' I 3 ';." EPS---H@4'-0" DC . . I · . . . I · I . I . I I I I 14' I 3 '1." EPS I . . . . . I 14' 3 '1." EPS.,..H@3'-0" O,C . . . . . . I . I 14' 3 ,/." EPS"'"H@4'-0" OC . . . . . I . I I I 15' I 3 '!." EPS I . . . IS' 3 %" EPS---H@3'-0" O.C I . . . . . I I 15' 13 ',f," EPS---H@4'-0"0,C I . . . . . I I I I 16' 3 '1." EPS . . 16' 3 ,/." EPS+H@ 3'-0" O,C . I . . . 16' I 3 '1." EPS"'"H@4'-0" O,C . I · . . I Ambric Testing & Engineering Associates. me. 3502 ~c:otts Lane, Philadelphia. PA. 19129 January 26, 1998 :2, .:.:-" (3iatltp{~ ENCLOSURES I Table 2.3,6: CORNER COLUMN FOR PATIO ROOM AL 6063 - T6 Allowable Roof Load in Pounds per Square Foot (PSF) with Horizontal Loadina of 30 PSF Panel Door 5 I 10 15 I 20 251 30 1351 40 45 50 1551 60 Soan Ooenino I I I I I 8' I 4' . . . I . . . . . . . I . . I 5' . . . . . . . . . . . . 6' . . . . . . . . . . . . T . . . . . . . . . . . . 8' . . . . . . . I . . . . . I I I I I I I I I I I I I I I I i I 10' I 4' . . . . . . . . . I . . . 5' . . . . . . . . . . . I . 6' . . . . . . . . . . . . T . . . . . . . . . . . . 8' . . . . . . . . . . . I . I I I I I I I I I I I I I I 12' I 4' I . . . . . . . . . . . I . 5' I · . . . . . . . . . . I . 6' I ". . . . . . . . . . I . I . I T . I . . . . . . . . I . I . . I 8' . . . . I . . I . . . I . I . . I I I I I I I I I I I I I I I I 14' ! 4' . . . . . . . . . . . . I 5' . . . . . . . . . . . . 6' I . . . . . . . . . . . . T . . . . . . . . . . . . I 8' . I . . I . I . . . . I . . . . I I I I I I I I I I I I 16' 4' . . . . . . . . . . . . 5' . . . . . . . . . . . . 6' . . . . . . . . . . . . T . . . . . . . . . . . . 8' . . . . . . . .. . . . . . Ambric Testing & Engineering Associates, IDe. , 3502 Scotts Lane, Philadelphia, PA 19129 January 26,1998 I ~alltpc"fJ"e ENCLOSURES Table 2.4.6: INTERMEDIATE COLUMN FOR PATIO ROOM AL 6063 -T6 Allowable roof load in Pounds per Square foot (PSF) with horizontalloadina of 30 PSF Panel Width of 5 I 10 I 15 120 25 I 30 I 35 I 40 I 45 I 50 I 55 I 60 Span Openino I I I I I I I I I I 8' 4' I , . . . . . . . . . . . . 5' . . . . . I . . . . . . . 6' . . . . . . . . . . . . 7' . . . . . . . . . . . . 8' . . . . . . . . . . . . I I I I I I I I I I I I I I I 10' 4' . . . . . . . . . . . . 5' I . . . . . . . . . . I . . 6' . . . . . . . . . I . . . 7' . . . . . . . . I . . . S' . . . . . . . . I I I I I I I I I I I I 12' 4' . . . . . . . . . . . . 5' I . . . . . . . . . . . . 6' . . . . . . . . . . . I . 7' . . . . . I . . I . . . . I I 8' . I . I . . . I . . I . I I I i I I I I I I I I I I I I I I 14' 4' . . . . . . . . . I . . . 5' . . . . . . . . . . . . 6' . . . . . . . . . . . I . 7' . . I . . . . . . . I I 8' . . . . . I . . I I I I I I I I I I I I I I I I I I I I I 16' 4' I . . I . . . . . . . . I . . 5' . . . . . . . . . . . . 6' . . . . . . . . . . 7' . . . . . . . . . S' . . . . . . Ambric Testing & Engineering Associates, IDe.. 3502 SCOtlS Lane, Philadelphia, PA 19129 January 26,1998 , 8M-pi" ENCLOSURES t Table 2.7: DOOR HE.A.DER BEAM FOR PATIO ROOM AL6063 -T5 Allowable Roef Load in Pounds per Square Foot (PSF) Panel Width of 5 /10 /15 20125130 35/40 45 50 55/50 Scan Opening 8' 4' . . . . . I . . . . . . . 5' , I . . . .- . . . . . . . . I 6' .. I . . .. . . . . . . . . 7' I . . . . . .. . . . . . . I 8' . I . . . .. . .. . . . . I I I I I I I 10' 4' . . . . . .. . . . .. . . 5' . . I . . . . . . . . . I . I 6' I . . .. . . . . . . . . . 7' .. . . . . . . . . . . 8' . . . . . . . .. . I 12' 4' . . . . . . . . . . . . 5' .. . . . . . . . .. . . . I 6' I . . . . . . . .. . . . .. I 7' I . . . . . I . . . . I 8' I . . I . I . . .. . I I I I I I I I I 14' I 4' I . . . . . . I . I .. . . . I . I 5' . . . . . . . . . . . I . I 6' . . . . . . .. . . I . . I 7' . . . . . . . . I 8' . . .. . . . I I I I I I I I I I I 16' 4' . I . . . . . . . . . . . 5' . . . . . . .. . . . . . I 6' . . . . . . .. . .. I 7' . . . . . . I 8' I . . I . I . I I I AmbricTestiDg& ~Asso~. IDe:. 3502 ScatIs Lane, Philadelphia, FA 19129 January 2l!. 1998" t euwpi"fJ-<r ENCLOSURES I. Table 2.8: SIDE WALL DOOR HEADER BEAM FOR PATIO ROOM AL 606a-T6 Allowable Horizontal Load Pounds per-Square Foot(PSF Width at 5 I 10 /15 20 125 30 35140 45 50 OpeninQ 4' . . . . . . . . . . S' . . . . . . . . . 6' . . . . . . . . 7' . . . . . . . S' . . . . . . I Ambric Testing Be ~ ".........-, IDe.. 3502 Scolls Lane, Philadelphia. PA 1913 '". .lm1uary 26,. 1998: ..:"."_"1. .. I ~tHfN~ ENCLOSURES I Table 3.1: Gable Room Roof Panel Load table for span/180 Span Panel Configuration Allowable Roof Load in PSF at Span/ISO 10 15 20 25 30 35 40 45 50 55 I 60 S' 3 ,;.n EPS . . . . I . . . . . . . S' 3 ';." EPS+H@ 3'-0" O,C . . . . . . . . I . . . S' 3 >;." EPS+H@4'-0" OC . . . . . . . . . I . . I 9' 3 ';." EPS . . . . . . . . . . . 9' 3 ';." EPS+H@3'-O" O.C . . . . . . .. . . . . 9' 3 >;." EPS+H@4'-O" O.C . . . . . . . . . . . 10' 3 ';." EPS . . . . . . . .. . I . 10' 3 >;." EPS+H@3'-O" OC . . . . . . . . . . 10' 3 %n EPS+H!]V, 4'-0" OC . . . . . . . . . . l!' 3 ,;.n EPS . . . . . . . l!' 3 %" EPS"'"H@3'-O" O.C . . . . . . . II' 3 ,/..n EPS+H@4'-0" OC . . . . . . . I I 12' 3 W'EPS . . . . . I 12' 3 ';." EPS+H@ 3'-O"0.C . . . . . 12' 3 >;." EPS+H @ 4' -0" O,C . . . . . I I I I 13' 3 %" EPS . . . . I I I 13' 3 ';." EPS+H@3'-O" OC . . . . I I , 13' 3 ';." EPS+H@4'-O" OC I . . . . I I I I 14' 3 ';." EPS . . I I 14' 3 %" EPS+H@3'-O"0.C . . . I 14' 3 >;." EPS+H@4'-0" O.C . . . I I I IS' 3 ';." EPS I . . 15' 3 >;." EPSTH @ 3'-0" O.C . . I IS' 3 ';." EPS+H @ 4' -0" OC . . 16' 3 >;." EPS . 16' 3 ';." EPS+H@3'-on OC . 16' 3 >;." EPS+H@4'-O" O.C . Ambric TestiDg & Engineering Associates, Inc:. 3502 ScatlS Lane, Philadelphia. PA 19129 January 25, 1998 . . ~ ENCLOSURES I Table 3.2: Gable Room Roof Panel Load table for span/120 Span 1 Panel Configuration Allowable Roof Load in PSF at Span/l20 I 10 15 20 25 30 35 40145 50 I 55 I 60 8' 3 ';." E'S I . . . . . . . . . I . I . 8' 3 %"EPS.,.H@3'-O" O.e. . . . . . . . . . . . 8' I 3 ';." EPS.,.H ~ 4'-O",0e. . .. . . . . .. . . . . I . 9' 3 >;." EPS . .. . . . . . . . .. . 9' 3 'I.' EPS+H@3'-O" O.e. .. . . . .. .. . . .. I . . 9' 3 >;." EPS+H@4'-O" O.e. . . . . . . . .. . .. . 10' 3 ';." EPS . . .. . . . . . . . . - 10' 3 'I." EPS+H@3'-O" O.C. . . .. .. . . . . . .. . 10' 3 ';." EPS+H@4'-0" O,e. .. .. .. .. .. . .. .. .. .. . II' 3 ';." EPS .. . .. . .. .. .. . .. . . 11' 3 ';." EPS+H@ 3'-0" O.C. . .. . .. .. . .. .. .. . . 11' 3 >;." EPS+H @ 4' -0" 0 e. .. .. .. .. .. .. .. .. .. . . 12' 3 >;." EPS . . . . . . . . 12' 3 ';." EPS+H@3'-O" O.e. . . . .. I .. . .. . .. .. . 12' 3 ';." EPS....H@ 4-'-0" O,e. . . . .. . . . .. .. . . 13' 3 ';." EPS . . . .. . .. 1 13' 3 ';." EPS+H@3'-O" O.e. .. . I . . . . . I . . 13' 3 >;." EPS+H@4'-O" O.e. . . .. . . . . . I . I I 14' 3 ';." EPS . . . . . 1 14' 3 'I." EPS+H @ 3'-0" O.e. . . . - . . . . 14' 3 >;." EPS+H@4'-0" O.c. . . . . . . [5'T 3 ';." EPS I . . .. " 1 15' I 3 >;." EPS+H r@ 3'-0" O.e. . . .. . . IS' 3 'I." EPS+H@4'-0" Oe. . I . . . .. - 16' 3 ';." EPS .. .. 16' 3 %" EPS+H@3'-O" O,e. . . .. . 16' 3 %" EPS+H@4'-O" O.e. . .. . .. Ambric Testing & Engineering Associates. IDe. 3502 Scotts Lane, Philadelphia, 'PA 19129 January25, 1998 ~ ENCLOSURES I Table 3.3: GABLE BEAM OF DIMENSIONAL SAWN LUMBER Ridae Beam Scan Panel Roof 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22' -OU 24'-0" Span Load PSF .' 5 ~ _" v 0 -" , - " :->~v 0 ....? y R - ~o "_ I.1n ~ _ I. 1~ 1 10 2-2x8 2.2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x10 2-2x 12 15 2-2x8 2-2x8 1 2-2x8 2.2x8 2-2x8 2 - 2 x 10 2 - 2 x 10 2 -2x 12 20 2.2x8 2-2x8 2-2x8 2-2x8 2 -2 x 10 2 - 2 x 10 2-2 x 10 2-2x 12 25 2-2x8 2-2x8 2-2x8 2 - 2 x 10 2 - 2 x 10 2 - 2 x 12 2 - 2 x 12 2-2x 14 30 2-2x8 2-2x8 2-2x8 2 -2x 10 2 - 2 x 10 2 - 2 x 12 2 - 2 x 14 2-2x14 35 2-2x8 2-2x8 2-2 x 10 2-2x 10 2 -2x 12 2 -2x 12 2-2x14 I 40 2.2x8 , 2-2x8 2.2x10 2-2 x 12 2 -2x 12 2 - 2 x 14 2 - 2 x 14 .' I 5 _"vO ~" _ -fv ,-, I "- ,-;;-.- _,. a I , _ , v . ~~iR : . ~. 1~ 1 10 2-2x8 2-2x8 2-2x8 2-2x8 2 -2x 8 2-2x8 2 -2 x 10 2-2 x 12 I 15 2-2x8 2-2x8 2-2x8 2-2x8 2 - 2 x 10 2 - 2 x 10 2-2x10 2.2x12 I 20 2-2x8 2-2x8 2-2x8 2.2x10 2 - 2 x 10 2 -2 x 10 2 -2 x 12 2-2x 12 25 2-2x8 2-2x8 2-2x8 2-2x10 2 - 2 x 10 2 -2x 12 2-2x14 2-2 x 14 30 2-2x8 2-2.x8 2. -2 x 10 2 -2x 10 2-2.x 12 2 - 2 x 14 2.2x 14 35 2-2x8 2-2.x8 2-2.x10 2. -2.x 12 2-2x12 2 - 2 x 14 40 2-2x8 2 -2x 10 2 -2x 10 2- 2 x 12 2 - 2 x 14 2 - 2 x 14 T I . ,_,.a , _,..-;- a _,.a ,_,.a '_'va - ~. a , _,. 1n _,. l' 1 10 2-2x8 2-2.x8 2-2.x8 2-2x8 2.-2x8 2-2x8 2-2x10 2-2x12 1 15 2-2x8 2-2.x8 2-2x8 2-2x8 2 - 2 x 10 2-2x10 2 - 2 x 12 2 - 2 x 12 I 20 2.2x8 1 2-2x8 2.2x8 2 .2x 10 2-2x10 2 - 2 x 12 2-2 x 12. 2 - 2 X 14 I 25 1 2.-2x8 2-2x8 2 - 2 x 10 2-2x10 2 - 2 x 12 2 - 2 x 12 2 - 2 X 14 2 - 2 x 14 I 30 2.2x8 2-2x8 2.-2x10 2.2x12 2 - 2 x 12 2 - 2 x 14 35 2-2x8 2-2x10 2-2x10 2-2.x 12 2 - 2 x 12 2 -2 x 14 40 2-2x8 2 - 2 x 10 2 -2 x 12 2-2 x 12 2 - 2 x 14 a' . I , _,. a ,_,va , _ 'val ,_,.a 2. ,a _'.a , _,. 1? ,-,. " I 10 I 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2 -2 x 10 2 -2 x 12 2 -2x 12 I 15 2-2x8 1 2-2x8 2-2.x8 2-2x10 2-2 x 10 2-2 x 10 2 -2.x 12 2-2 x 14 I 20 2-2x8 I 2-2x8 1 2 - 2 x 10 2-2x10 2 - 2 x 12 2 - 2. x 12 2 -2x 14 2 - 2 X 14 1 25 2-2x8 2.2x8 2 -2 x 10 2 -2x 12 2. 2.x 12 2. - 2 x 14 2..2.x 14 30 2-2x8 2-2x10 2 - 2 x 12 2- 2x 12 2-2.x 141 2.2 x 14 35 2-2x8 2 -2 x 10 2-2x12 2 - 2 x 14 2 -2 x 14 I 40 2.2 x 10 2.2 x 12 2.2 x 12 2 -2 x 14 2 - 2 x 14 Q' 5 ~ - ,. a ~_~.a I ., _., v A -~.. 2- ~_~.,n ,,_,.1? ,-,. 10 2-2x8 2-2x8 2-2.x8 2-2x8 2 -2 x 10 2 -2x 10 2-2x12 2 - 2 x 12 15 2-2x8 2-2x8 2-2x8 2 - 2 x 10 2. - 2 x 10 2 - 2 x 12 2 - 2 x 12 2-2x 14 20 2-2.x8 I 2-2x8 2 - 2 x 10 2-2 x 10 2 - 2 x 12 2-2x14 2 - 2 x 14 25 2-2x8 2 - 2 x 10 2-2x10 2 -2 x 12 2 -2x 14 2 -2x 14 30 2-2x8 2.2x10 2 .2x 12 2-2x12 2-2x 14 I 35 2 -2 x 10 2 - 2 x 10 2-2x12 2 -2 x 14 , 40 2 - 2 x 10 2 - 2 x 12 2.- 2.x 14 I I in' 5 ~_~.a , ~_'ya I ,_~.a ~ - ,. a ~_~va ,- 1n ~"_~1nl - ' '" 10 2-2x8 2-2x8 I 2-2x8 2-2x8 2 -2x 10 2 -2x 10 2 - 2 x 12 2-2.x 12 15 2-2x8 2.2x8 12-2x10 2-2x10 2-2x 10 2 - 2 x 12 2 - 2 x 14 2-2.x 14 I 20 2-2x8 2-2x8 2 - 2 x 10 2-2.x12 2 - 2 x 12 2 - 2 x 14 2 - 2 x 14 25 1 2-2x8 2-2x 10 2 2x 12 2 - 2 x 12 2 - 2 x 14 30 2-2x8 2-2x10 2 - 2 x 12 2 - 2 x 14 2 -2 x 14 35 2 - 2 x 10 2 - 2 x 12 2 - 2 x 14 40 2 - 2. x 12 2-2 x 14 Ambric Testing & Engineering Associates, Inc., 3502 Scotts Lane, Philadelphia, PA 19129 ~ January 26, 1998 eJa~{D4e ENCLOSURES l Table 3.3 cont'd: GABLE BEAM OF DIMENSIONAL SAWN LUMBER Maximum Ridge Beam Span for Standard Structural Lumber Sizes Panel Roof 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" Span Load PSF 1~' <; I 2 - 2 x 8 2-2x8 , 2-2)(~ 2-2x8 2-2x8 2 - 2 x 8 2-2x8 2-2x8 10 2.2x8 2.2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 2-2x8 15 2-2x8 2-2x8 2-2x8 2.2x8 2-2x8 2-2x10 2-2x10 2-2x12- 20 2-2x8 2-2x8 2-2x 10 2-2x10 2-2x12 2-2x12 2-2x14 2-2x14 25 2-2x8 2-2x 10 2-2x 10 2-2x12 2.2x14 2-2x14 30 2-2x 10 2-2x 12 2-2x12 2.2x14 35 2-2x10 2-2x 12 2-2x14 40 2-2x12 2 -2 x 14 14' , 5 2-2x8 2-2x8 2.2x8 2-2x8 2.2x8 2-2x8 2-2x8 2-2 x 6 10 2-2x8 2-2x8 2-2x8 2.2x8 2-2x8 2-2x8 2-2x8 2-2x 10 15 2-2x8 2.2x8 2-2x8 2- 2x 10 2-2x10 2-2x10 2-2x12 2-2x12 20 2-2x8 2-2x 10 2-2x 10 2-2x12 2-2x12 2-2x14 I 25 2.2x 10 2 .2x 10 2-2x 12 2-2x14 30 2-2x10 2-2x12 2-2x14 35 2-2x12 2-2< 14 40 2-2x14 1F;' <; 2-2><8 2-2x8 2-2x8 2-2x8 2-2x8 2.2x8 2-2x8 2-2x8 10 2-2x8 2-2x8 2-2x8 2-2xl1 2-2x 10 2-2x 10 2-2x10 2-2x10 15 2-2x8 2-2x8 2-2x10 2-2><10 2-2x12 2-2x12 2-2x14 2-2x14 20 2-2x8 2-2x 10 2-2x12 2-2x12 2-2x14 I 25 2-2x10 2-2x12 2-2x 14 I I 30 I 2.2x 12 2.2x14 I T 35 I 2-2x 14 I ! 40 I I I 45 I I i I I 50 I I I 1 1 I I Note: Engineered lumber may be used as an alternate to the Douglas-Fir No, 1 Appearance Grade dimensional sawn lumber, shown in table 2.3 " Ambric Testing & Engineering Associates. IDe. 3502 Scotts Lane. Philadelphia. PA 19129 January 26, 1998 1- eu"'p<fHt ENCLOSURES c Table 3.4.1: able olumn with 4 x 4 wood post AL 6063-T6 Allowable Roof Load in Pounds Per Square Foot (PSF) with horizontalloadinQ of 5 PSF Panel Span Ridge Beam 5 10 15 20 25 30 35 40 45 50 55 60 (Ft.) Span (Ft.) 6 10 . . . . . . . . . . . . 6 10 . . . . . . . . . . . . 10 10 . . . . . . . . . . . . 12 10 . . . . . . . . . . . . 14 10 . . . . . . . . . . . . 16 10 . . . . . . . . . . . . 6 12 . . . . . . . . . . . . 8 12 . . . . . . . . . . . . 10 12 . . . . . . . . . . . . 12 12 . . . . . . . . . -. . . 14 12 . . . . . . . . . . . . 16 12 . . . . . . . . . . . . 6 14 . . . . . . . . . . . . 8 14 . . . . . . . . . . . . 10 14 . . . . . . . . . . . . 12 14 . . . . . . . . . . . . 14 14 . . . . . . . . . . . . 16 14 . . . . . . . . . . . . 6 16 . . . . . . . . . . . . 8 16 . . . . . . . . . . . . 10 16 . . . . . . . . . . . . 12 16 . . . . . . . . . . . . 14 16 . . . . . . . . . . . . 16 16 . . . . . . . . . . . . 6 18 . . . . . . . . . . . . 8 18 . . . . . . . . . . . . 10 16 . . . . . . . . . . . . 12 18 . . . . . . . . . . . . 14 18 . . . . . . . . . . . . 16 18 . . . . . . . . . . . 6 20 . . . . . . . . . . . . . 8 20 . . . . . . . . . . . . 10 20 . . . . . . . . . . . . 12 20 . . . . . . . . . . . . 14 20 . . . . . . . . . . . 16 20 . . . . . . . . . . 6 22 . . . . . . . . . . . . 8 22 . . . . . . . . . . . . 10 22 . . . . . . . . . . . . 12 22 . . . . . . . . . . . . 14 22 . . . . . . . . . . 16 22 . . . . . . . . . 6 24 . . . . . . . . . . . . 8 24 . . . . . . . . . . . . 10 24 . . . . . . . . . . . . 12 24 . . . . . . . . . . . 14 24 . . . . . . . . . 16 24 . . . . . . . . G Ambric Testing & Engmeenng As.ooates, Inc. 3502 Scolts Lane, Philadelphia, PA 19129 January 26, 1998 eu-p{~ ENCLOSURES I Table 3.5.6: CORNER COLUMN FOR GABLE ROOM AL 6063 -T6 Allowable Roof Load in Pounds per Square Foot (PSF) with Horizontal Loadina of 30 PSF Panel Width of 5 I 10 115120 25 30 1351 401451501551 60 Span Opening I I I 8' 4' . . . . . . . . . . . . 5' . . . . . I . . . . . . . 6' . . . . I . . . . . . . . T . . . . . . . . . . . . I 8' . I . . . . . . . . I. . . . I I I I I I I I 10' 4' . . . . . . . . . . . . 5' . . . . . . . I . . . . . 6' . . . . . . . . . . . . T . . .. . . . . . .. . . . 8' . . . . . I . . . . . . . I I I I I I I I I I 12' 4' . . . . . . . . . . . . . 5' . . I . . I . . . . . . . . 6' . . .. . . . . . . . I . . T . . . . . I . . . . . I . . 8' I . I . . I . I · i . . . I . . I . . I I I I I I I I I I 14' 4' . . I . . . . . . . . . . 5' I . . . . . . . . . . I . . 6' . . ... . . - . . . . . . . T . . . . . . . . . . . . 8' I . . . . . . . . . . . . I I I I I I I I I I 16' 4' . . . . . . . . . . I . . 5' . . . . . . . . . . . . 6' . . . . . . . . . . . . . T . . . . . . . . . . . . 8' . . . . . . . . . . . . Ambric Testing & Engineering Associates, IDe.. 3502 Scotls Lane. Philadelphia. PA 19129 January 26, 1998 I e<<wp{~ ENCLOSURES ( Table 3.6.6: INTERMEDIATE COLUMN FOR GABLE ROOM AL 6063 - T6 Allowable roof load in Pounds per Square foot (PSF) with horizontal loading of 30 PSF Panel Width of 5 110 I 15 20 25130135140 451 50 1 55 160 Soan Qoenino I I I I I I I I ! I I 8' 4' . . . . I . . . . . I '. I . I . 5' . . .' . . . . . . . . . 6' . . . . . . . . . . . . 7' . . I . . . . . . . . . . 8' . . I . . . . . . . . I . . I I I I I I I I I I . I I I I 10' 4' . . . . . . . . . I . . . 5' . . . . . . . . . . . . 6' . . . . . . . . . ... . . 7' . . . . . . . . . . . I 8' . . . . . I . . . I I I I I I I I 12' 4' . . . . . . . . . . . . - 5' . . . . . . . . . . . I . 6' . . . . . . . . . . I . . 7' . . . . . . . . . . . I 8' I I I I . . . .' . . . . I I I I I I I I I I I I I 14' 4' . I . . . . . . . . . . I . I 5' . . . . . . . . . . . . 6' . . I . . . . . . . . . . 7' . . . . . . . . . 8' . . . . . . . I I I I I I I I I I I I I I I I I I I 16' 4' . I . . . . . . . . . . . 5' . . . . . . . . . . . . 6' . . . . . . . . . - . 7' . . . . . . . . . 8' . . . . . . Ambric Testing & EDgineeEiDg AssaM"...., IDe. 350Z ScatlS l.ane. Philadelphia. PA 19129 January 26. 1998 ~a-fu" ENCLOSURES I Table 3.8: DOOR HEADER BEAM FOR GABLE ROOM AL 6063 - T6 Allowable Roof Load in Pounds per Square Foot (PSFl Panel Width of 5 10 I 15 20 25 30 35140 45 50 55 60 Span Opening 8' 4' . . . I . . . . . .. . . .. 5' . . . . . . . .. . .. . . 6' . .. . . . .. . . .. . .. . 7' . . . . . . .. . .. . . . 8' . . I . . .. . . .. . . . I I I 10' 4' I . . . . . . . . . . . . 5' . .. . . .. .. .. . . . . . 6' . . .. .. . .. .. .. .. . . .. 7' . . . .. .. . . .. . . . 8' . . . . .. . . . . I 12' 4' .. . I . . .. .. .. . .. .. . . 5' . . . . . . . . . . . . 6' . . . . . . . . . . . . 7' . .. . . . . . .. . I 8' . . I . . .. . . I I 14' I 4' . . . . . . . . . . . . I 5' . . . . . . . . . . . I . 6' . . . . . . . . . . . 7' . . . . . . . . I 8' . . . . . . I I I I 16' 4' . . I .. . . . . . .. . . . 5' . . . . . . . . . . . . 6' . . . . . . . .. . . I 7' . . . . .. . I 8' . .. I . . I Ambric T estiDg & EDgineeriDg Associatesy Inc:.. 3502 Sc:atlS Lane, Philadelphia, FA. 19129- JanUlllY 26, 1998 " I (!,ia"'fiC~ ENCLOSURES f Table 3.9~ GABLE WALL DOOR HEADER BEAM AL 6063 -T6 A1lowabla Horizontal Load Pounds per Square Foot PSF Width of 5 10 15 20 25 30 35 40 45 50 ODenina 4' . .. .. .. .. .. .. .. .. .. 5' . .. .. .. .. .. .. .. .. 6' . .. .. .. .. .. .. .. 7' .. .. .. . .. .. .. 8' .. .. .. .. .. .. .. Ambric Testing & EDgiDeeriDg Asao<'f"..... IDe.. . 3502 SCOltS Lane. Philadelphia. PA 19129 January 26. 1991t 40019 <Oo,s :~RNER :CSi I COLUMN /<OO'5A . 'I. ,,-, - -r - ". I .. .. 4 . ~18' . <OO15A ~ "'- j . 4 . ".~4"-' .~' . , . . ,4 4. , , . 4 . . . . 4 4 . CONC, ) WOOD . SEC'l'ION 2 fiEC'l'ION 1 1-8EAIA D ..' -0- O.c. Win< 3 3/'" El'S SANOWICH PANa"", 1-8EAM D ..' -0. O.C. WITH 3 3/". El'S SANOWICH PANa "'" --' \ SA" ..., , ,- I _\ <- 400,6A \.-. _I .........58 5C <OO22A <0023 4CC' _.. ...,. II 58/ SA/ / ..e/ ... 50 ..0 1-8EAIA 400'9 C:JRNER POSi <oO'S SECTION 5 ~C'l'ION 4 FIGURE 4.2.1 ::\JC:"'OSiJRE SuPPLIERS, INC, I SCALE: NONE DRAWN BY: 3 #: -. i GATE: ::NG-97-2i]-Of-, i I AM B R i C TESTING & ENGINEERING ASSOCIATES, INC. 3502 SCOlTs !J\NE. PHI!J\., PA 19129 ]-]-98 SFH (215) 43B-1BOO FAX (215) 43B-7110 4000' r ,. T - ,- I 40018 7A ~- , - / i=.o\NEi.. / 6A !"EC~ON 7 SECTION 6 /' I B8-~8 ~"'~/ / \; "" , \ \ ~~~C 3 3/'" EPS PANEl. 9A / 40016 00009 ~CTION 8 , I 9/ \8 SEC'I'ION 9 /' 9A \- ~ \ <-- /ALUMINUM RIDGE eN' HANGER TAIl 40016 , - 11A 118 118 40020A '-. '- . - SIMPSON ST1lAPP1NG '1 SIMPSON ST1lAPPING "8 / PANEl. , OA SIMPSON S11'iAF , l00"<:F / 40009 \ '-40018 4.4 WOOD POST lOA PANEl. IMPSON ST1lAP 100 SEC'I'ION 11 SECTION 10 :-\,r' "'C::. :-;:- ,-.~,-,_...._....!""\.... ~'JPC~:ERS, 'NC. ;:;-, - --; :- --'i ;:J ;:J I .LJ.}.~' .." ~.-.- \ 3-3-98 SFH \ SCALE: NONE ;2 #: ENG-97-213-0H DATE: DRAWN BY: AM B R I C TESTING &. ENGINEERING ASSOCIATES, INC. 3502 scaTIS LANE. PHIlA.. PA 19129 (215) 438-1800 FAX (215) 438-7110 -r- ~, ~! -, ::;, XI <(, ::;: '~I - , <>~ -<;NEL~) \ . \ "TYPICAL DOOR "TYPICAL WINDOW UNIT OR UNIT <;>-t- SOUD PANEL , II KNEE WALL FRONT m.EVATION ~ \ \~ \\1 ~\\ -r- ~: ::;, ~I XI <( ::; "TYPICAL DOOR UNIT OR SOLID PANEL ~, I<P 1 PICAL WINDOW . UNIT B ~ KNEE WALL ,. I SIDE m.F.VATION GABLE ROOF STYLE BUILDING ,...:.: ::\jC_CSi...RE SIJPcUERS, INC, :08 #: _ _ _ . ,",': JAt t.: ...'1(:,_...7- I, ~-' ,- ' -.'-'- ...' .... ,.... .....' I 3-3-98 DRAWN BY: ,5FH :A M B R \ C TESTING &. ENGINEERING ASSOCIATES, INC. i 3502 scam LANE, FHILA, FA 19129. I ! FIGURE 4.2 \ SCALf: NONE (215) 43IH800 FJ.:I. (215) 438-7110, HANGER TAB~ 6~~ SA ........ " CUT RAFTER HAN: ::u~~ <0021 i~ SA 6 6~ " EXIST. RAFT!R 2><6 "IN, 4002CA <OG2CA I. - , ----"-- -r , - . FOR SPACING SEE TABLE ..1 - . -' . - "1- / SA - . PANE,- / SA , - - . , - ROOF PANEL i "AX. OVERHANG 12" ~ SECTION 6 <000 r <0018 , ... ...... -- "lJ0~-5A/~0'9 / : \ ~ BC \ 8C <0009 / SEC'l'ION 7 <0019 3 3/4" EPS 9\ \ 98 PANEL / 9A \ I / P , l t I ~ I ' \ '<0016 / \ , 98 98 .. SEr;naN 9 /' SEC'i10N fl _, ENCLOSURE SUPPLIERS, INC. FIGURE 4.1,2 3-3-98 SFH \ SCALE: NONE .'8 #' \ DATE: . ENG-97-213-0H AM B R I C TESTING & ENGINEERING ASSOCIATES, 3502 SCOTTS LANE, PHILA., PA 19129 DRAWN BY: INC. (215) 438-1800 FAX (215) 438 7110 ~ CORNE;; I ?OS; -4- i j I COLUIlN 4001 SA 400'9 40009 40016 I 3A 3A 4001 SA / 3A 3A lA '1f. lA 7.A 4 . , 4 . SECTION 3 . .,~ . " .. . );)~. ,ii) WCC~ SE c;.ircN I SECTION 2 ..." I-BEAM . 4' -0. O.C. WiTH 3 3/4" E?S SANOWICH PANEL", I-BEAM 0 4' -0' O.C, WITH 3 3/4' E?5 SANOWICH PANEL '" SA -\- -. ' - ' <00' 6A 40016A / 413 -\" '/ 413 4C 40022A <0023 ~B 5C 40022A <0023 ... 40/ CORNE" ?OST I <OO'6~ j 50 <0006 I-BEAll 40019 \ \ SECTION 4 SECTION 5 .. 88 3-3-98 SFH FIGURE 4.1,1 \ SCALE: NONE ,~ ENC..C5URE SUPPLIERS. INC. #: ~ . I DATE: ENG-:l7-213-0H I AM B R I C TESTING & ENGINEERING ASSOCIATES, 3502 scam lANE. PHILA.. PA 19129 I I , DRAWN BY: INC. . (215) 438-1800 FAX (215) 438-7110 .~ :::;, ~I x <, :::; ~, _ i '61 , "', I I ~, :::;:1 :::ll ~: Xl <, :::;, ~, a: 0,' I , " " , ! i T'fPICAL DOOR i' UNIT OR i I SOLID PANEL ~ VII il~ I cv r ~- TYPICAL WINDOW UNIT KNEE WALL I 8'-0" (MAXIMUM) 8'-0" (MAXIMUM) I I 15'-0" (MAXIMUM) SIDE ELEVATION I~ I II I' I' T'fPICAL DOOR UNIT OR I SOLID PANEL 8' -0" (MAXIMUM) <f ~ i ~ I J TYPICAL WINDOW UNIT ~ KNEE WALL I I 8'-0' (MAXIMUM) I FRONT ELEVATION SINGLE SLOPE BUILDING :::\::...:;s....~:: ::'_==~.E~S, NC. #: . DAT::: ::\G-9-:-'-2.:3-G~ : 3-3-98 DRAWN BY: SFH i AM B R, C TESTING & ENGINEERING ASSOCIATES, INC, I 3502 scans LANE, PHILA., PA'19129 I FIGURE 4,1 SCALE: NONE (215) 438'-1800 FAX (215) 43B-7ttO . I ~ ENCLOSURES 5.0 Design Loads Structural loads that act on the enclosure are caused by; 1, Dead Loads (D.L.): The weight of the panels and extrusions, 2. Live Loads (L.L.): These can subdivided into two distinct groups, (i) Snow load (ii) Wind load Design loads are determined based on the following assumptions: .. The lengtr, to breath ratio of the enclosure does not exceed 2.0 .. The mean roof height of the structure above grade does not exceed 15 feet. .. The height to breath ratio of the enclosure does not exceed 2.5 .. Lateral stability is ,provided by connection to the existing structure, .. The minimum roof live load (L.L.) shall not be less than 20 PSF (pounds per square foot) III Snow loads: are determined based on the published ground snow load for the geographic location of the structure, its exposure and geometry of the adjoining structure. 1. Geographic location: Refer to figures 5,6 or 7 for ground snow load at the project location, 2, For enclosures in areas other than highly sheltered or wooded areas or in open terrain, Roof Snow Load (S.L) = 0.7 x Ground Snow load from fig, 5,6, or 7 Ambric Testing & Engineering Associates, Ine. 3502 Scolts Lane, Philadelphia, PA 19129 January 26, 1998 . I ~ ENCLOSURES I (Ill Wind loads: are determined based on the basic wind speed for the geographic location of the structure and its exposure, 1, Chose the following exposure condition which best describes .the project site, Exposure A: Large city centers with at least 50% of the buildings having a height in excess of 70 feet. This condition must prevail in the upwind direction for a distance of one-half mile or ten times the height of the structure whichever is greater. Exposure B: Urban or suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings or larger. This condition must exist in the upwind direction for a distance of at least 1,500.feet orten times the height of the structure whichever is greater, Exposure. C: Open terrain with scattered obstructions having heights generally less than 30 feet. This condition includes flat, ope!') country or grasslands. Exposure D: Flat unobstructed areas exposed to wind flowing over large bodies of water which are greater than 1 mile in width in the upwind direction, Exposure D extends inland from the shoreline a distance of 1,500 feet or ten times the height of the structure whichever is greater, 2. Refer to Figure 1 for Basic Wind Speed 3. Refer to tables 6.1, 6.2 or 6,3 for appropriate Wind Load (W.L) 11111 Seismic Loads: are determined based on "the geographic location of the structure and its dead load. Because the dead load of the ~.-P"" ENCLOSURE is considered light load combinations that include seismic loading will not produce the most onerous load condition for the structure- and are therefore not used to determine the design load for the structure. Ambric Testing & Engineering Associates, Inc. 3502 Sco~.Lane, Philadelphia. PA 19129 January 26, 1998 I ~lHpik ENCLOSURES Design Load: The design load used in conjunction with the tables should be the most onerous of the following combinations · D,L.:t w.L. · D,L. + S,L. :t W.L. The roof loads in the design tables are for live loads with allowance made for dead load. Note: Where special load conditions exist or load conditions are outside the scope of this engineering manual they should be referred to the structural engineer. Examole: Gable room: 18'-0" projection x 24'-0" gable with 6'-0" door openings Location: Richmond, Virginia, Desion Procedure: Site Description: Suburban neighborhood with numerous closely spaced trees and houses, 1, Detennine loads: (i)Dead load (D.L.) . = 2.0 PSF (ii) Snow Load (S.L.): Refer to figure No.7, Ground Snow Load = 15 PSF Roof Snow Load (S,L.) = 0.7 x 15 = 105 PSF (iv) Wind Load: Exposure category B, . Basic Wind Speed (refer to figure 1) = 80 MPH Refer to table 5.3, for exposure Band 80 MPH wind roof win.d load = :t 9.9 PSF Ambric Testing & Engineering Associates. IDe, 3502 Scotts Lane, Philadelphia, PA 19129 - JanuarY 26, 1998 .. , ~ ENCLOSURES I Wall wind load = + 8.8 PSF Site is within 100 miles of ocean therefore inCrease load by 10%, maximum roof wind load = 1.1 x 9.9 PSF = :!: 10.9 PSF maximum wall wind load = 1.1 x 8,8 PSF 97 PSF = Total Design Load: (a) Maximum Positive ( i.e. acting downward) =0.75 x [ S.L + w,L. ] =0,75x[ 10.5+10,9] = +16,1 PSF Therefore use Minimum Roof Load = 20 PSF (b) Maximum horizontal wind load = 9.7 PSF 2. Using the design tables~ (i) Panel Design, referto table 3.2 Panel span = Gable width /2 = 12' Enter table at span column for 12' panel span and 3 ~" EPS panel + H @ 4'-0" O.C. and look down the 20 PSF roof load column. Result: Dotin box indicates member is OK (ii) Gable Column Design in conventional sawn lumber, refer to table 3,3 Enter table at span column for 12' span and roof load of 20 PSF and look down column for 18'-0" gable beam span, Result: Use 2 No. i x 12 's Doualas Fir No, 1 Grade. .' Ambric T estiDg & Engineering- Associates. Inc. 3502 ScctIs Lane. Philadelphia, P"A 19129 January 26, 1998 I I ~ ENCLOSURES Using the design tables confd: (iii) Gable Column Design with wood 4 x 4 post, refer to table 3.4.2 ( Le, for horizontal load of 10 PSF) Enter table at span column for 12' panel span, a ridge beam span of 18'-0 and look down the 20 PSF roof load column, Result: Dot in box indicates member is 0. K. (iv) Comer Column Design, refer to table 3.5.2 ( La for horizontal load of 10 PSF) Enter table at span column for 12' panel span, a door opening of 6'-0 and look. down the 20 PSF roof load column, Result Dot in box indicates member is 0. K. (v) Intennediate Column Design, ( l-column between door jambs) refer to table 3,6.2 ( for horizontal load of 10 PSF) Enter table at span column for 12' panel span, a door opening of 6'-0 and look down the 20 PSF roof load column. Result: Dot in box indicates member is O,K. (vi) Door header beam Design refer to table 3.8 " Enter table at span column for 12' panel span, a' door opening of 6'-0 and look down the 20 PSF roof load column. Result: Dot in box indicates memberis.O.K. Ambric'Testing & EDgineeriDg Assa,.;"...... me.. 3502 Scotls I..ane, Philadelphia, PA 19129 January 26,1998 I ~#(J'It ENCLOSURES I (vii) Gable wall door header beam design, refer to table 3.9 Enter table at the door opening column for an opening width of 6'-0 and look down the 20 PSF roof load column. Result: Dot in box indicates member is 0. K. I Ambric Testing & Engineering Associates, Iue. 3502 Scotts Lane, Philadelphia, PA 19129 January 25,1998 ~ EPAJlTMENTOF Pl..ANNING AND DEVeLOPMENT Building Permit Number: 5697 ""e8tLDING:INSPECTlON DIVISioN. 235.2855 .' C1TY OF WHEAT RIDGE Date: 8/22197 7.500 WEST 29TH AVENUE WHEATRIQGE, CO 80215 PropertY Owner: ~ PropertY Address: 3370 DEPEW ST Contractor License No. : 18812 Company: B B Electric Phone: Phone: 422 5403 OWNER/CONTRACTOR SIG,NATuRE OF UNDERSiANDING AND AGREEMENT I hereby certifythattlte setbackdlalai1tes ptqposed by lhlsipermn appllcaUon are aCC\lrate, and d9 q(ll Yiolate S/lpU<;ab1e ordlnanC8$. rules or regulations 01 tile City 01 Wheat Ridge or covenanlS, ea~:or ~Ions 01 reoord; that all mellluremenlS shown, and allegations made are accutate,; ~ I haye reed and agree to abide by ,II oondijlons printed on this application. anlUhet I~ full ~~lbllilY for COlnPIial"'" wnh the Wheat Ridge Building COde (U.B.C.) and all olherepPliCebl8 ~tRidge ordInaqces. for work under this permil (OWNERXCONTRACTOR) SIGNED~ DATE Description: SERVICE CHANGE. MISC WIRING , ConstrUction Value: PermifFee : Plan Review Fee: Use Tax: Total: $1,100.00 $45.00 $0.00 $13.20 $58.20 BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : , Approval: Occupancy : walls: Roof: Stories: Residential Units : Eleclrieal Ucense No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . Expiration Date: Approval: . Expiration Date: Approval: . (1) ThIs PIlII1IlwsalSo!jed lnaccon:lOtlce _1h8 pmvislOns ~ fOl1h InyOpuf appIk:atIon lnells _to1he _ of1he SlateofColoradcl and to 1heZonlng ROQUlalionS II1dIlUildln<l C<<lo of_ Ridoe. COIonldo or any oIh<lr.~ OIdlnances oftha City. (2) Thli permit.h8tIexpm, II (A) 1he WOI1IauII1orlied Is not colil_ wittlln sixty (60) days from Issue dale or (8) the building _18 _dad or ab_ for a period of 120 daya. (3) II Ihls pOIlTIIl~, a _ permlt may be acquired lor alee of ona-haW!he amount normally lequired. 0I0'IIdad no changes h8'ia been or wIN be mIldll in the origlnal;pIans and SpeCifiCatiOill and any suspension orab8ndonment haS not exceeded one (1) year. If changes are made or if suspension or abandonment exceedS... (1) year, fulI--1 be paid lor a new oarmit. (45) No 1iIOIl<'" anyrnanner WlU be done !hat will q,ange ihe natural flow of water causing a cInllnage problem. () ~-= =~~.':'a~~jobtwenty.four (24) hours In advance for sillnspacllona and shall receive written approval on Inspodion card before (6) 'The IasUIriCe of a permit or ~,of drawtngs and spec:iflcatlons shah not be construed to be a permit for, nor an approval of, any Yiotation of the provisions oflh'Udlt1g,!"'IJ~;;;' rulaor~ulafJon. iefBuildill\llnspector THIS PERMIT VALID ONLY WHEN SI~NED BY THE CHIEF BUILDIN~ INSPECTOR AND MAYOR CALL: 234-59~ 24 HOURS PRIOR TO INSPECTION .~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 35 7()j;(..?~ Phone '1('1- 1--s'-,/"j Contractor License No.: 1"i'?1" i [.. Company: g~ C4h Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: (I C _ --- Permit Fee: Plan Review Fee: Use Tax: 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) SIGNED ,n./ / ~.:J4.ilN / DATE f{ ~2-""- fJ, Description:,Jl. ' . / -?U' / ' ~4,;'4...<:v "~"/~t1.. Total: BUILDING DEPARTMENT USE ONLY f:Orlin"wJ;,i'lIT!IJ1-!llJtS;] Approval: Zoning: BmIClI~Comm:e:nts:] Approval: ~nliliClWMkSl.l,;olT!lTIel)ts;] Approval: Occupancy: Walls: SIC: Sq. Ft: Roof: Stories: Residential Units: Electrical License No : Company: 1J8t~ Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: lID ~~!m!Lf@._ Expiration Date: Approval: II 1C~..s.!!IW!ID:I__ Expiration Date: Approval: . ~D.:!rn!~__ (I) (2) (3) 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 VVheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the wot1( aulhonzed is not commenced within sixty (60) days from issue date or (6) the building authorized is suspended or abandoned fOf a ,period or 120 days. . If this permit expIres. a new permIt may be acquired for a tee of one.half the amount nonnally required. provided no changes have been or will be made In the original plans and specifications ar,d 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 permil No work. of any manner shall be done that will change the natural now of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceed ling With successive phases ot the/"Ob, The issuance of a permit or the approval 0 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 0 er ordinance, law, rule or regulation. (') (5) (6) . J For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234.5933 24 HOURS PRIOR TO INSPECTION ~~~1~~,<;" '0' '~"*""'t""""'~!Qi'il!'~I'I!"'~"l"1'~'''~~~~il~l,ltl!1flll!'lkl''''1'jll1J'''~''l''rll'i 'I)EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 5696 . , BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 8/22/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 3370 DEPEW ST Contractor License No, : Company: Phone: 235-8165 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: Description: Total: $250.00 $22.00 $0,00 $5.00 $27,00 I hereby certify that the setback dlstanees proposed by this permtt application ere 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 a9ree to abide by all conditions printed on this application, and that I assume full respons,bil for complian tth the Wheet Ridge Building Code (U,B.C.) and all other appli he idge ord,"an s for work under this permtt. DATE J'-),1- -9" , (OWNER)(CONTRACTOR) SIGN INTERI BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft.: Approval: Zoning: Approval: Occupancy: Walls: Roof: Stories: Residential Units : Electrical License No : Company: Plumbing License No : Company: Mechanical License No : 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 BuildinQ Code of Wheat Ridpe, Colorado or any other applicable ordinances of the City, (2) This permit shall expire .f (A) the work authonzed 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 spec:ifications 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. (45) No work of any manner shaD be done that wi" change the natural flow of water causing a drainage proben. () COntractor shaD notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on Inspection card before _ling wtth successive phases of the job, (6) ihe issuance of a permit or the approval of drawings ancl speclflcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the bulldln cod or any other ordinance, law, rule or regulation. Chief Building I pector 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: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: Contractor License No. : Company: Y:MG~;::AcJ-;, 3370 i)efJfzr;lW J-j Phone: 23S -f;'/ bJ- Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: ') ':,]/.rr) " I hereby certify that the setback distances proposed by this pennit 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 appllcateon, and that I assume full responsIbility for compliance with the Wheat Ridge BUlldmg Code (U.8 C ) and all other applicable Wheat Rl e ordmance.n work under th~l:lJL/... fW~)CONTRACTOR) SIGNED / DATE~ Description: Total: . RTMENT USE ONLY ZOfiifiW,!::i5mm.erus:j Approval: Zoning: B(jJIClI~omments:] Approval: p.,nlll~~_Ofllm!llJ~ Approval: Occupancy: Walls: SIC: Sq. Ft.: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: I'll ~!~!!IUl~_ Expiration Date: Approval: III 1P.!~..B!lWIH..tI- Expiration Date: Approval: . ~lUIm.l]IY!f.8JI__ I') 5) (6) This permit was Issued in accordance with the provisions set forth in yopur application and Is subject to the !aWl of the State of Colorado and to the Zoning Regulations and Building Code of Wheal Ridge, Colorado or any other applicatHe ordinances of the City. This permit shall expire If (Allhe work authonzed is nol commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period at 120 days. If this permit expires. a new permit may be acquired tor a fee of one-halt the amount nonnaUy 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. It changes are made or if suspension or abandonment exceeds one <1> year, full fees shall be paid for a new permit. No work of any manner shall be done that Will change the natural flow of water causing a drainage problem. Contractor shall notIfy the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases ot the,'ob, The issuance of a permit or the approval 0 drawings and specifications shan not be construed to be a permit for, nOf an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. b" Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (1) (2) (3)