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Home My WebLink About4595 Ingalls StreetP�RMIT NO: OB ADDRESS: OB DESCRIPTION: City of WReal Ridge Residential Roofing PERMIT - 201701535 201701535 4595 Ingalls ST Remove existing Malarkey Legacy ISSUED: 06/05/2017 EXPIRES: 06/05/2018 shingles to deck; replace to 1 layer of asphalt shingles; - 17.63 squares * CONTACTS *** INER (303)257-5224 JOANN M FLORES TRUST rB (303)942-1386 Michael J. McCarthy 130014 Golden Spike Roofing, Inc. k PARCEL INFO *** NE CODE: UA / Unassigned USE: UA / Unassigned 3DIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / * FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,450.00 FEES Dtal Valuation 0.00 >e Tax 135.45 rmit Fee 156.75 TOTAL ** 292.20 * 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 A/2 -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 manufacturera€ms 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's 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. INSPECTIO ECORD �INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type L. Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 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 Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing ROW & Drainage / Public Works Dept. 11 f Mid -Roof ° Final Electrical _ L Lath / Wall Tie Final Mechanical Rough Electric Roof (,✓� Rough Plumbing/Gas Line Final Building Rough Mechanical 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. Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof (,✓� Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. **For Inspection Time Window — Please email irlsptirnefequest@cl.Wheatrldge.CO.US by 8:00 A.M. the mornin_q of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather f PERMIT: ADDRESS:d JOB CODE: INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter N 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground /Slab InspectionsI Date I Inspector Initials 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Comments Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOP AFF< f'101NA Il� AD / q0 r7 (,sC Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous '> Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof '> 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. ► ' , City of Wheat Ridge Residential Roofing PERMIT - 201707650 PERMIT NO: 201707650 ISSUED: 09/25/2017 JOB ADDRESS: 4595 Ingalls ST EXPIRES: 09/25/2018 JOB DESCRIPTION: Residential Re -roof to install TPO/EPDM - 7 sq (flat only) Pitch = 1/12 *** CONTACTS *** OWNER (303)257-5224 JOANN M FLORES TRUST SUB (303)942-1386 Michael J. McCarthy 130014 Golden Spike Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT 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 *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. ► a , City of Wheat Ridge � W Residential Roofing PERMIT - 201707650 I' PERMIT NO: 201707650 ISSUED: 09/25/2017 JOB ADDRESS: 4595 Ingalls ST EXPIRES: 09/25/2018 JOB DESCRIPTION: Residential Re -roof to install TPO/EPDM - 7 sq (flat only) Pitch = 1/12 [, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of O R or CONTRACTQi (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offcial 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 qporftng of a permit 11 no lae nstrued to be a permit for, or an approval of, any violation of any provision of any applicable co e o diva ce or a o his 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. Dane Lovett Al 7 From: no-reply@ci.wheatridge.co.us Sent: Wednesday, September 20, 2017 3:41 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION r� Property Address 4595 Ingalls Street Property Owner Name JoAnne Flores Property Owner Phone 303-257-5224 Number (enter WITH dashes, eg 303-123-4567) 117 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract spike@goldenspikeroofing.com Yes Scan0004.pdf CONTRACTOR INFORMATION Contractor Business golden spike roofing Name Contractor's License 130014 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 303-942-1386 4010 s spruce st Contractor Email Address spike@goldenspikeroofing.com Retype Contractor Email Address DESCRIPTION OF WORK spike@goldenspikeroofing.com TOTAL SQUARES of 7 the entire scope of work: Project Value (contract 3000 value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or No j Flat roof (less than 2:12 pitch) 118 both? (check all that apply) What is the pitch of the FLAT roof? How many squares are part of the FLAT roof? Describe the roofing material for the FLAT roof: Type of material for the FLAT roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 1/12 7 Rubber mechanically attached TPO/EPDM Garage roof SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that this 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 may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application Yes Yes Yes Yes 119 and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant michael mccarthy Email not displaying correctly? View it in your browser. 120 �DMISQMI9 M3 8 0 Customer: Billing/Job GOLDEN SF 7200 E. Hampden Ave. #202 Denver, CO 80224 Fax 303-942-1854 Proposal • Contract for the completion of the following: Tear Off layers of roofing on Install New Install 2x2 and/4r'2x4Jlme edge metal in Replace flashing at �-/� (`� Install z Scope of Work Date: Phone: f�,;C � ,3 f abor shown or described below Vwith fe t paper. W�with Ice and water shield y"/C5� S- Replace el�umbing vent jacks. X-'— Ilen..�-- vents. Valley flashing shall be Low slope roof areas will be If new 7/16ths OSB decking is needed it shall be $ 5-15" per --ee Additional items included in additional to contract ,1 Clean site and haul debris Approximate start dates GOLDEN SPIKE ROOFING, Inc. proposes the above specifications for the sum of: $ith payment made o said contractor upon completion, subject to adjustments pursuant to insuranqedfj supplement and /authdrized change orders . (j ��`''/'ft!`«'t'>ii�r yQi.J S Ick+�t GENERAL PRO ISIONS�� C� �-'J"� -°'n ��,T►"` �� j nom, t GOLDEN SPIKE ROOFING, Inc. warrants all work for a period of Llyears following completion If insurance proceeds are used to pay for se4ices e rendered contractor may not waive or rebate the deductible, in part or in whole. All work shall be performed in a workmanship like manner and in compliance with all city building codes and other applicable laws. Contractor may, at its discretion, engage subcontractors to perform work hereunder, provided individuals are duly licensed to perform said work, and Contractor shall remain responsible for proper completion of this contract. Contractor is adequately insured for injury to its employees as a result of acts of employees/subcontractors, and Owner agrees to carry homeowner's and other necessary insurance. Contractor carries commercial liability insurance through the John Brown agency, Farmers Insurance, they can be contacted at 773-770-2100. Homeowner has a three day right to rescind the contract with no penalties. No down payment is required. Contractor shall not be liable for any delay due to circ stances beyond its control including weather, disaster, strikes, casualty, or general unavailability of materials. Contractor shall obtain I ermits nece fopsaid work to be performed. GOLDEN SPIKE ROOFING, Inc. may withdraw the proposal, if not accepted wit in 1 ays. Figa'nc, ch es may_b p ie��v6ices past 30 days due. Respectfully submitted by: Accepted by: Phone # Date: , 6 .2' Ali CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ❑ No one available for inspection; ime y AM/PM Re -Inspection required: Yes LN When corrections have been made, call for re-insp to at 303-234-5933 Date: `` Inspector: r City of Wheat Ridge 9Residential Roofing PERMIT - 201701535 PERMIT NO: 201701535 ISSUED: 06/05/2017 JOB ADDRESS: 4595 Ingalls ST EXPIRES: 06/05/2018 JOB DESCRIPTION: Remove existing shingles to deck; replace to 1 layer of asphalt shingles; Malarkey Legacy - 17.63 squares *** CONTACTS *** OWNER (303)257-5224 JOANN M FLORES TRUST SUB (303)942-1386 Michael J. McCarthy 130014 Golden Spike Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,450.00 FEES Total Valuation 0.00 Use Tax 135.45 Permit Fee 156.75 ** TOTAL ** 292.20 *** 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 k/2 -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 manufacturera€IMs 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's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201701535 PERMIT NO: 201701535 ISSUED: 06/05/2017 JOB ADDRESS: 4595 Ingalls ST EXPIRES: 06/05/2018 JOB DESCRIPTION: Remove existing shingles to deck; replace to 1 layer of asphalt shingles; Malarkey Legacy - 17.63 squares 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 thispermrt. I further attest that I am legally authorized to include alI entities named within this document as parCies 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 (CONTRACT,'bRf(Circle one) Date I e This permit was issued based-on_.Ihe..infarmation provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 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 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, an violation of any provision of any applicable code or any ordin e=or re il3at'on of this jurisdiction. Approval of work is subject to field inspection. ,. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of " cWheat idge COMMUNITY DEVELOPMENT Building Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Facsimile Building Permit Application Date: C Permit #:� 01535 Property Address: / Property Owner (p/ease print): J60-nne— ��Sjf eS Phone: 3o?J_a�— JC acDuL Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: &Weo spl �c �Wplk, Contractor License #: /300/4-/ Phone:�3 Sub Contractors: Company Name: License #: Expiration Date: Trade/Profession: Approval: Use of space (description): Description of work: ,(-e ."" ►�,"� "�5 r0,yk J.A- Construction Value* S -9, �P�Plan Review, (due at time of submittal): $ Sq. Ft./L.Ft added: Squares �7, �ATU's Gallons Amps 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 1 assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: �SIGNATURE: �=z1i �- Date: DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved 0 no review required Credit Card Payment: Use credit card listed on file. Date: Print name: Signature: OCCUPANCY: Bldg Valuation: $ i 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: a 0 Job Address: L/ � _ 1 / 77 S� Permit Number: ?-01120 ❑ No one available for inspection: Time ( AM/PM Re -Inspection required: Yes Otto When corrections have been made, call for � t - r Date: Inspector:_ u 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: M ) f) Job Address: Li 5q S I N (,-ALLf ST Permit Number: 7-011 ❑ No one available for inspection: Time AM/PM Re -Inspection required: es No C F, 1 When corrections have been made, call for re -inspection at 303-234-5933 Date:? 7 Inspector: DO NOT REMOVE THIS NOTICE 4' CITY bF' EAT RIDGE Building Inspection Division (303) 234-5933 Inspection line 303) 235-2855 Office * (303) 237-8929 Fax , INSPECTION NOTICE Inspection Type: Rov .1 Job Address: V/ ermit Number: 7 0 0 Z J No one available for inspection:-Tim(4 AM/PM Re -inspection required: Yes/ No/ l ,7 When corrections have been made, call for re -inspection at 303-234-5933 Date: r Inspector, DO NOT REMOVE THIS NOTICE City of Wh6atR,j,dgc A cbmMUNny DwEtopwKIT —572 Building Permit Application z3zY Please complete all highlighted areas on both sides of this form. Incomplete applications may n t be processed. ZE3MzL= Property Ow!jer (please print): _T �-52al Mailing Address. (if different than property address) A Ci Contractor: solarc', Cant actor City License a m hone: �10 - Electrical: Solwcl -� WR City License # Other City Licensed Sub: City License # w Other City Licensed Sub: City License # Mechem ca1: WR City License # -t Coo�, req. FULF Stu's Amps Squares M 1 111 1 i��ililll!lllll IIIII: jiiq� I I liliiiiiiiill 111 11111 111 1 P 111 111111 1 ! • • 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 records that all measurements shown and allegations trade ate 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. (ORNER) gr (AUTHORIZEDRURESENTATIV) of (OKAER) (CONTRACTOR) "'IGNATURF. - 1AT L L „So1arC1*ty. 35 Clearvtew Way, Sai Mateo, CA N40? (888)SOLC1TY ('16 Jwww seared y,com MEMO= sm Flores Residence 4595 Ingalls St Whej�t Ridge, CO RTM A Jobsite survey of the existing framing system was performed by a site survey team from SolarCity, Structural review was based on site observations and the design criteria listed below: - Risk Category = II - Wind Speed = 100 f Category C - Ground/Roof Snow Load = 30 psf (Unreduced) - Dead Load =7 psf (Non-Vaulted) psf - Dead Load =9 psf (Vaulted) psf W Note: Per IBC 1613.1, Seismic check is not required because Ss -- 0.23116 < OAg and Seismic Design Category (SDC) = B < r Note: Roof live/snow loads are reduced per applicable codes referenced above. I ORION= 11 Please contact me with any questions or concerns regarding this project, Sincerely, '.°,&05 (”, T(E,'60)63f-t-1028 (888)SOL Corn 04. Q-s MY SleekMountTM PV System ki AUSdarc Structural D Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.49 and Seismic Design Category (SDQ = B < C� C over Letter Project Information, Table Of Contents, & Vicinity Map Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Latitude- 39.779505, LonAMZ3191�� LOAD CALCULATION OF DESIGN WIND AL MPS 6 �' 1 ..... . ... ..', IiI 111111 I �II�II Wind Pressure Exposure K 0.95 Table - Basic Wind Sp Wind Psr r n�lsty Factor 0.85 Tab le 6 -4 V @1oC1Py Pr+@Wt'e qh 6 �' 1 ..... . ... ..', �� %?. tc,�l,j��,? \v�`\ 4 "�:'��•U�.��a�a'ti,,3 u� "'� „`t'��i'�uuaxi ` s� .;,t�4'� � � ° i�, - o�� j "\l �';t, \�Y }a i�x;,��.�su�^'a � ,.,.nS, s:',�k�•�j;,,,;�"t Wind Pressure Exposure K 0.95 Table - Wind Psr r n�lsty Factor 0.85 Tab le 6 -4 V @1oC1Py Pr+@Wt'e qh Equation 6-15 �t1.6 6 �' 1 ..... . ... ..', , LOAD rTEMIZATION - Vaulted Sloped Roof Reduction R 1 Section 4.9 Ni MME Roof Live Load LO 20O psf Table 4-1 Member Tti At, Roof Slope 4/12 Tk Are OWANINOM All Other Sb666s Figure 7-2 NA OWN Surface Condition of PV Modules CI01 Unobstructed Slippery Surfaces Figure 7-2 NA MS19" snow Load over Pv wr gtp 74-1 Modules f MME Roof Live Load LO 20O psf Table 4-1 Member Tti At, Roof Slope 4/12 Tk Are OWANINOM All Other Sb666s Figure 7-2 NA OWN Surface Condition of PV Modules CI01 Unobstructed Slippery Surfaces Figure 7-2 NA MS19" snow Load over Pv wr gtp 74-1 Modules f Roof Live Load LO 20O psf Table 4-1 Member Tti At, Roof Slope 4/12 Tk Are OWANINOM All Other Sb666s Figure 7-2 NA OWN Surface Condition of PV Modules CI01 Unobstructed Slippery Surfaces Figure 7-2 NA MS19" snow Load over Pv wr gtp 74-1 Modules f OWANINOM All Other Sb666s Figure 7-2 NA OWN Surface Condition of PV Modules CI01 Unobstructed Slippery Surfaces Figure 7-2 NA MS19" snow Load over Pv wr gtp 74-1 Modules f Surface Condition of PV Modules CI01 Unobstructed Slippery Surfaces Figure 7-2 NA MS19" snow Load over Pv wr gtp 74-1 Modules f ~^ � . LOAD ITEMIZATION - Non-Vaulted mmm limp ywrgm Figure 7-2 Roof Live Load ENFUMM All Other Figure 7-2 Roof Live Load LO 20.0 psf Table 4-1 Member T*i*y Area Roof Slope 4/12 Sloped Roof Reduction R2 I Section 4.9 Miscellaneous Miscellaneous Items All Other Figure 7-2 Roof Live Load LO 20.0 psf Table 4-1 Member T*i*y Area Roof Slope 4/12 Sloped Roof Reduction R2 I Section 4.9 to All Other Figure 7-2 Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End TEL Lead Full Area PTO 10.00 (24=0)* psf SL Snowy Full Area des 30.00 (24.0)* psf PVDL Dead Partial. Area No 4.00 10.67 3.00 (24.0) * sf WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN MPI-VAULT.wwb WoodWorks@ Sizer 10.1 Page 2 M 9 03 Criterion al ss Value Mesa Value al sis /esi n Shear fV = 63 Fv1 = 155 fv/Fvl = 0.41 Bending(+) fb = 1509 Fb' = 1504 fb/Fbl = 1.00 Bending(-) fb = 88 Fb1 = 1143 fb/Fbl = 0.08 Live Deflln 0.41 = L/293 0,50 = L/240 0.82 Total Defl1n Deflection: LC #4 = (live) LC #4 = (total) 0.88 Additional Data: FACTORS: F/E(psi)CD Cm Ct CL CF Cfu Cr Cfrt Ca. Cn LC# Fv 135 1,15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fbl+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb 875 1.15 1 00 1.00 0,760 1.300 1.00 1.15 1.00 1.00 - 2 Fcpl 425 - 1.00 1.00 - - - - 1.00 1.00 - - El 1.4 million 1.00 1.00 - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+ S, V = 384, V design 349 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 951 lbs-ft Bending(): LC #2 = D+S, M = 55 lb -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=s ow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LCIs are listed in the Analysis output Load Patterns: s=S12, X=L+S or L+Lr, =no pattern load in this span - Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI 29e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow,,,) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle FItheta calculated for each support as per NDS 3.10.3 .......... Simpson Strong-Tie 7russ: MPI&MP2 JobNamc 8003320-Dubanielsic/ coq)onall SA'Autions"', Date: 4/7/2014 3:W57 1? 4 ' I russ J'age" Vimsion: 4.34 [Hinld 9j spin Mich QtY Offl, OUR C AINT 1, CANTR PLYS Spacing A"(31 / 11, 22.10-0 4/12 1 1-2-0 0_0_0 0_0_0 0_04) 1 24 in 86 Ibl, . .... ...... ---- -------- 16-4-0 22.10.0 til M 44 18 � 4 12 0-0-0 0-0-0 9.10-0 1C-4-0 22-10-0 Loading General CSI Summary Deflection L/ (loc) Allowed I.W (P' 0 Indll Onk Iac NOW TC 0,61 (4,S) 0.36 in L" 7548 18 0_0 L I 0 lyoors.00 thl 310 pf Irld i tic O. 76 (X' -I P vM I. (04 in Li 999 di•y) L 1 240 TCDL 7 RV W fomme : Yes 454+ OA6 ls Him TL 0 6 ,06 in BCII,: 0 D'O 1, : I Is % I I CmV Ka - p.5 Reaction Summary t 4 0,129 lot lbs 14 , 0.047 45 ft 154, 03 12 4,022 the Notes. 1,) When thus tm los', bma cboson noPWi0a, the Note PIftTlnUTU NMhod Pct TPI 1�20021,4,3,2 ShAR be Used, Cq'111,17, 3) Bmnng wmmd AoWo in ihtUb.,v tabic lUn only bftm t`hftkvi rw MoUnn" lovaUlkolm to Plin, ad dom not indime xloqk y fWv.W forothordesign mosidinofiom %YFXT- Aonlneffln, kfi' � i", .1 Koh by Simpson Stlxdng-TicCotqvny , 'Wr is Ox R.Oding Vk.gso, j.,ANSO Fl t,.n)q7 CN;4.2, IWARNIMI yj "'ns �� 4o Ib6'h,ong tEna 4AH q'loity t iwo q_t80'q ANNI lit) l 0.1w ", Ad j6I., U.0 io by P ri, l Ms� 1. il' ."—d—, "th M z7Q, vIJS PW'n— 'J vqc 'nN.oh' 'f" OW r,U' 4ex i} A'UWt�". , N IINO ts ca Simpson Strong-Tie Truss: MP3&MP4 JobNlansc: 8003320-Dubanknvicz Cornrx)nent Soluiiiyns'yal DOW 4/712014 5!08:36 Pki , filiss of \IaNiow 434 (Build 91 SP_ 1"itch Qty OHL Of IR CANUL CANI R PLYS spacing 4VUL11 32-8-0 4/12 1 1.2-0 0_0_0 0-0-0 ( _04) 1 24 in 114111s ... ... ........... .. ............... _11__.______.____1 ------------ — --- -------- ------ i J 110-0 6✓ -0 11-4.0 16.4-0 26-440 32-8-0 U 0 R I a a 0-0-0 6-4-0 114-0 21.4-0 26.4-0 32-8-0 Loading �,cncral CSI Summary Deflection U (Ioc) Allowed low fns 'sol, TC o 8 l (64) Me" TL: 0,44 in LOW (940) L/ la" Roof'Sonso, (Pi � 10 !11 1 1 11 Be 0 (I I "l) 'Am LL: OA l on 1..19'.49 04 11 0 1,1240 M I' 7 Ron Ntz Asb 76 0,(6-4) Cant I OR TL O'l ut 2L,,' 999 It's) 21,.r U" BOX: 0 DAL : t 15 % I "l) : CMU Off 11 0-04 vi 2L 999 (74) . Reaction Summary Nlsvisl seb. Rout Nw ( We I.4 AA alas, s atia &W c&C 1.1 gtifi NW t Lm ?,Us He", I Pi. (Raft! 1 3 .5 in Moose FsLafth 1.991n 1,244 lbs 8 14 Roll (Wit 1 1. .5 in Z.66 is I It's Material Summary TC ',PF#2 2. 4 EIC SPF 02 2 s 4 Akins SPV Saud Z x 4 Bracing Summary Wlinsing: Shwhol ' Ndeas m 1 441, PuMpn demp, by Ohm OC Onsmn; Sheathed to PoAnts a 6A.0, Puft disip by Moo, 1)'This mass has bets dwpod forthe c0sms ofa baig"wed dmildi snow load (Ps -,to Pst) firhipVp*hn in KuWanot, widtAVSCE? , (15 etch as noted, idi the 14tiowinis usa definedinstut MpsfV,,,wnd snow kos1ff`f;), NAM,: All RaVAcRicl moffisclose haws boo, tilsomi ad the Omen snot, kind beta Ross used foribe soot snow toad (Ps a P81 DOL� j 15, 2�1'his/Woos has not been desiped for the offisets ofunbaksostil snow foods, I)Inaddivonto. the snow hoMengspoitfiod ate this diawin& this onus has hiso bmwampmd Iota Woffive to eat ISCUbLeJ6073 hits fuzabmsa applesd mtnmmBCLM not apply. Load ("We DI Sul 1 R Load Diwitfuled IA)a&- Maher location I nction S MW Simi Land End Lead Uh Wilth TOP Chit 13843 14 W'su RAW 3 Psf 3 Pt( 24 in Top chd 22 -935 29 tO.0 DovsA RAW I Pif ',k Vsf 24 to Member Forces Summary Tableirmfimm Nkinbtiff,), isat CSkasit, A"Wisons, (ltax rr4 r h YeriCdiRea s t f me x "stsk") Notes: i) When this Voss bas boon tio,,m forquolay a5untate no,ismso., It's Plito Placraxm, t Minhod Pff'rN 1.2 ShA be USCA. ('q - 3A 7, 2) soming nwenat snow. in the Abow tahk low 0.1y Coen eheckst far reektance pttpr»dacamiar eta 00, and dos not iinhim, adequaq ofaxamod Rn othia deop waskiffamng. P11d.sJ by IN W IJX'A) firc 4x[,N11A O.I.Amp owAmi 1 u —A o,e.4s , "uw m �,,Ms - 0 b (efv.� i 5.on W,doe q SiiWson Stiving-Tie Company 3.:5X8 • 010- a 1.5x4 211 0, 120 27 lbs -3 (1,412 -2,102 lles 4.5 O,M 4,083 It's (1.8 (19 M ihs 2 0,700 855 %s 14 0,170 -2,093 IN 5.6 0,50? -d (197 6bs fic 7-8 0�", 1 -66, 5 M - 7777 - 7,f4m 6.89516s U4 0,951 2,5421 #bs 8w 0,220 -660 On, RW 1 0,799 2 3 2 1 (1R36 8I IN 3k(1 0,132 -375 In, 4 377 M) $Rs 0,7&,1 1,7?4 Ins 2 -! As i •W W's 4 0 0,469 1,09 lix, 5.9 -�15R Ibs 16,d O414 -1,746 lbs Notes: i) When this Voss bas boon tio,,m forquolay a5untate no,ismso., It's Plito Placraxm, t Minhod Pff'rN 1.2 ShA be USCA. ('q - 3A 7, 2) soming nwenat snow. in the Abow tahk low 0.1y Coen eheckst far reektance pttpr»dacamiar eta 00, and dos not iinhim, adequaq ofaxamod Rn othia deop waskiffamng. P11d.sJ by IN W IJX'A) firc 4x[,N11A O.I.Amp owAmi 1 u —A o,e.4s , "uw m �,,Ms - 0 b (efv.� i 5.on W,doe q SiiWson Stiving-Tie Company 3.:5X8 • 010- a 1.5x4 l I - 11 t PITCH: 18 ARRAY PITCH: 18 MP1 AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Camp Shingle STORY: 2 Stories PITCH: 18 ARRAY PITCH: 18 ;. MP2 AZIMUTH: 270 ARRAY AZIMUTH: 270 � ; . MATERIAL Camp Shingle STORY: 2 tries D �3 T PITCH: 18 ARRAY PITCH: 18 MP AZIMUTH: 90 ARRAY AZIMUTH: 90 �°'�� j 1""Y t ccn '�x MAT Camp Shingle STORY. 2 Stones ,y PITCH: 18 ARRAY PITCH: 18 MP4 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATE Comp Shingle STORY: 2 Stones C P H A J k $$ V w t •. 7 7 7 76'7 c PV J tl / / 4 Y L EGE N D 1 (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO N Front Of Hous &WARNING LABELS ) DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS LOAD CENTER & WARNING LABELS Q DEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR Q!)V CONDUIT RUN ON INTERIOR GATE/FENCE L FEAT PRODUCING VENTS ARE RED I , At INTERIOR EQUIPMENT IS DASHED AG PLA N Sca le: 1/8" = 1' W E AC 0 1' W 16' COWIDENTI A NO F N Q3�7 �} PRO" Om FLORES, JOANN DESIMPW FLGRFS RESIDENCE OEM Jimmy Meter �� * t NOR SHA IT M D, e ` , nt Typ 4595 INGALLS ST 8,75 I{ PV Array �� ' A y PART r e ° RPmOW4ER—ONE HEAT RIDGE, CO 0033 � 5 e W DAM SOMCrff PEFUMON OF �" . " AURORA PVI- 3 .6-�}t� — S— U —Z--A 3032575224 PAt SITE PLAN , 2 � t 2014 () - ( 2) � a"y 1 t t 1 ttt t t lt 1 ltt� t y t �t1ut 1111 i { t t t jt •^ � � NEC 690.3 5. .3 NEC 6909 64,B. P Label Location (CSC) (INV) NEC C tV 6 "1 to c lilli \ 1 t \iWllltia attl it tt� Ail ` t t in t, i �it 1,��11} 3 Ftiit y \ ? tt�i l 1t Jt �iCt t �i�g vtitll�, it 1 ll is ` t��, t Label Location. Ci��S� i}�''1 t it j� zit�gU�l� t�.l t lt' " 1 ,1`a �taw tt tl 1�1,a 11t ( (I Per Code. NEC 690 53 Label Location: (DC) (INV) Per Code: NEC 690.36(1 °) TO BE USED WHEN INVERT IS ,, } 11ta1u' u 1 ' '1111 1 t a l r1 ltytt ttn Label Location— UNGROUNDE NDE wtt�it��u\ i��tl��' thatauatu` �a�§ �a�a�a" a,�\ja�a�itttitA�?att, \itai,lt� lit p l aSlhhli h 1i�t �t uiit'� fit \ }}F ,t n�`yill 1111F. `lilit tjt (A ) S tt 4t1i� a t t Y' 11� 1 �y. 1W� �iS yl�� 1 aah 11t�t 1 tts� v? a .+'fit 2�ttUlii}1 a 1t1F11 l�u 1 1F' � 1 y'1�1i a 5 � it u 1 a nt?.aAt 1a t y l l q�1i'�\atti 1 it�amk� "�aY 1 jaett t �i��'att+�l�i� at11'�lt: ti X 11 ° aF t `'t t t��i ll?,t} lti .F 1"l^Si\ `F1v t�A�tV`"� t �iwt� . i iaa t a i ? 11 ta11,�5tt �,iA tl y � �� i1 �- ,.SN'S \ l 1? i1t \";roll`s Label Location: , t t1 -w1 (AC): AC Disconnect Per Cade: NEC 6 (C): Conduit (CB). Combiner Box (D); Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center Utility Meter (POl) Point ofInterconnection COW N)ENTIAL - INE INFOWTION HEREIN CON TAINED NOT BE USED FOR Now THE EiT t ANYONE EXCEPT tKTY Ott IT 3455 as IN rat PART TO a T"S AT x "" � r � � San Mateo, CA 2 EXCEP IN EC N!T#1 (7r THE RESPEC SolarCit 1. T:(650) 638.1028 F:(654) 638 -1029 SOLARCITY EQUIPMENT. VA M T THE WRITRN PERMISSION OF SMARCITY INC (888 )•SC?L -Ck'CY (765 °24$5) www,sotarcittr.cc?+11 YG- E-Z 60 CELL SERIES 0 MIMMM "L 1330=1 Ideal for residential and commercial applications where cost savings, installation time, and aesthetic� matter most. Nis= an Enphase Energized" AC Solution, Intelligent real-time monitoring at the systern and module level with Enlighten ' In comp4ance with ow warranty terms and conditions. E - ,' 60CELL SERIES Powered by YINGU The specifications in this datasheet are not guaranteed and are subject to change without prior notice. This datasheet corripher with EN 50380:2003 requirements. -0,32 Cros .0.42 Our Partners 4702) CD SECTION C-C CT Warning: Read the installation and User Manual in its entirely before handling, metalling, and operating Yingli modules. The specifications in this datasheet are not guaranteed and are subject to change without prior notice. This datasheet corripher with EN 50380:2003 requirements. -0,32 Cros .0.42 Our Partners Nomfnal OuW fir wer W 3000 3600 3300 ' 3605) 4200 Maximum Output Posner IN 3000 3300" 3300' 3600 40W 4OW ! 3306 39M 4200' 3000 4600" 4660 ... PAW OeridAC Whop V 240 277 208 240 277 208 240 277 208 244 Ambient Air f3perar Iviaierature Range I rQ •1310 +140 (-25 to a0) with derating above 122 (50) AmbffnrAfrStorageTamparaturaRang( 'F( °Cl - 41110276 (400+80) RefattimHumfdity Number of Indepe fens MPPT Chan 4100 condensing 2. 2 < 50 2. 2 Maxi mum US ch Power for fad 4ti" 2000 ....... 3000 Coaling 30€50 31861( Absolute umVirk Wasax) 4 31$xIlart ,7(859x32Sx222) # 601 <473{27,33 ShIPPI Start -Uptlo ttlstertl V #fmg system 200 (ad. 120-350) FUN Power Vol , "age V 164530 120.530 140430 140.530 Operating MPPT Voltage Rang( V Sink, (4) Come^rrtric EKGs 314, i ° Ot Switch Rating iPer Contact! 6.7xvstarr•580 (r= 90V, 251 maximumtwr"d(wmax)f"b A 20 32 Transformedess, ffloatmgArray} 32 32 Usab6eC rpfrChannel A 10........ 16 Standardilhirranity years 16 Minimum, Cfrcult Contest Limit per Charmal A 200 2{10 2100 N *fWtm Unding Tandmats Per Channel ..... 2pairs Array T Terminal blade, Pressure C:larrip, Ai+dt"xf0 -A WG4 OW Connection Type 1Oi2WF 5084_ 1O12W 0/3W 10/2244' Split O13W 1OP2W 1O12W Spfit- f012W 013W 1Of2W Spirt 7O /2W Ot3W Pe VadstoG 2 for each channel Pre start -up Riso and dynamic O E4 (Requires Posting Arrays) Meets UL f 742ffEE1547 requirem A 70 is 25 20 Zit 20 20 20_ 25 25 _ olght Cons #ion Wax <0.6 Stand eirtonatimption Wt <6 00""" Us fiarfate ' ' �. 16 characters x 2 GnesWD dispior Remfutrahniftolitiftt}t OS hid,) AUROWUNKPSAk(ooki Wire Local ombrong oxitsm mcL) PIA- USB- RS485_232 (oprlPF4+M- P #opt.} wbelfss Local morskodriq PWDE5KTOP (opt) With PWRA ODULE (rapt.) Ambient Air f3perar Iviaierature Range I rQ •1310 +140 (-25 to a0) with derating above 122 (50) AmbffnrAfrStorageTamparaturaRang( 'F( °Cl - 41110276 (400+80) RefattimHumfdity RH 4100 condensing Acoustii N obe tmissfan Love) db (A) fr1 m : < 50 Maximum late Vishbout Derating War) 6560(2000) fardesurerating NEMA4X Coaling Naturalconvett"scta fansfonsINxWtx0 # `... m {mm} 31$xIlart ,7(859x32Sx222) # tb (kg) <473{27,33 ShIPPI fir (kg) < 60 827.0) #fmg system wan bfatke4 Trade size . Rea x1 /21 and ConcHsft Connectionsa flea x 1.1 14: 3 places side, front, rear! Sroda t2) plugged 3d4'o inns, (2) Content We 3A' I' Sink, (4) Come^rrtric EKGs 314, i ° Ot Switch Rating iPer Contact! AN 251 wmiw Leaf( Transformedess, ffloatmgArray} Safety and EMC Standard UL 4741, i SA - C212 N. 107,1-01, UL 19" Ut16998, FCC Past 15 Class f§ Saf ttis Approval ICSA. Standardilhirranity years f Standard- NAthfFCSwitch and sagRox P47.34OVTD•S•US PA- 3.6 -S-US 18- CrUTD- 5- U5 .... .2- OUFD -S -U5 With DC Switch, Writing box And Aft Fmift Defector K4.3.0.OUTD- S -VS-A PVI- 3.6.OUTD—S -US•A PVI- 18.OUTD- S-US -A VV",2 -WD -SUS -A andfntfrruptfr °Aides is sub ertto ets"ewrAMIA ne ice � 'C '.yernaLtrdat rwrW MACw*ageaxtd with auturrt DC Suer&zbyhe M �? V '%Uh equipped with oiatkInd DC Seadr welldrinq Ross +* Mailing Address: (if different than property address) Address: Complete alb `' formation an BOTH sides of this for Sq. FULF Btu's Gallons Amps Squares Other City of Wheat Ridge Residential Remodel PERMIT - 080043 PERMIT NO, JOB ADDRESS, DESCRIPTION, 080043 4595 INGALLS ST New roOf system. (Engineered ISSUED, EXPIRES: trusses) 01/17/2008 *** CONTACTS *** owner 303/421-0835 JoAnn Flores ** PARC,EL INF'O ZONE CODE: SUBDIVISION: ** R-2 0379 USE: BLOCK/LOT#: r-3 0/ * * F'EE SUMMARY * * Permit Fee Plan Review Fee Plan Review Addtiona Total Valuation Use Tax ** .TOTAL** ESTIMATED PROJECT VALUATION: FEES 718.78 271.51 195.70 .00 729.88 1,915.87 40,549.08 Wi;ii~ Conditions: TRC: OKAY' R-2 JS: APPROVED WITH ATTACHED NOTES AND REDLINES 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 as,surne full responsibility for compliance with the Wheat Ridge Building Code (LB.C) and all other applicabl eat Ridge Or na cee, for work under this ermit. Plane subject to field inspection. / (?/ofr date 1. This ermit 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 of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage prOblem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, ariy violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review 's ect to field inspections. date INSPBCTIO REQU:E:S'l'S (303) 234-5933 BUILDING OFFICE: (303) 235-2855 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY., eH~ ' .\".~ tic%c.'i ',...' OLOR 0 City of Wheat Ridge Building Division 7500 W 29th Ave" Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 Inspection Line: 303-234-5933 Date: Plan#: Off-OOD Permit #: Building Permit Application '-"- >f5~~~h <;f. Property Owner (please print): ~ 0 e.S , 1/ J tJ.3 '-/.) I tJ 8' ]~ PhO~ 3t13-;257-5'J.?-~ Mailing Address: (if different than property address) ..,- 'i ~~~ 1~5 f City, State, Zip: he -~: Co ~()()~3 Contractor: c? 0.. l()-R"'" Contractor License #: Phone: Sub Contractors: Electrical City License #: Company: Exp, Date: Approval: Plumbing City license #: Company Use of space (description): Description of work: Exp, Date: Approval: !jP(AJ (ocrf-- Construction Value: $ (as calculated per the SuHdlng v. IItion Data sheet) Plan Review (due at time of submittal): $ ;J 511. 0 i Sq, FULFt added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pannit 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 t 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.e) and all other applicable \Nheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Date: CIRLCE ONE:: (OWN~) (CONTRACTOR) or PRINT NAME: _ lOll.fJ}lh) re S PERSONAL REPR SIGNATURE: CONTRATOR) DEPARTMENT U E ONLY ZONING COMMENTS: Zoning: ~_ Reviewer: ~ \ CS . PUBLIC INORKS COMMENTS: Reviewer: BUILDING DEPARTMENT CO RevieWer: ~ bU/1lI- AYmf-lleb #oJl?5 ~M~'1JNCY K FIRE DEPARTMENT:: 0 a ved wi comments 0 disapproved 0 no review required Bldg Valuation: $ f/L~ Ootr ITW Building Components Group, Inc. 8351 Rovana Circle Sacramento, CA 95828 (916) 387-0116 Page 1 oft DocumentID:lTE06325Z0309134106 Truss Fabricator: Job Identification: Truss Criteria: Engineering Software: Truss Design Loads: Ioble Tru.. Colorado 71364--- 4595 I...ells St. .....tridge, CO I Be 2008 Alpine VIEI Ver.ion 7.37. Roef - 55 PSF . 1.15 Duntlon Floer - IIA lind - 120 _ (ASCE 7-02-Closed) Notes: 1. Det.ennination .s to the suitability of these tru.s conponents for the s'tructure is the responsibi I ity of the bui Iding designer/engineer of record, .s defined in AlSlml 1. Seal Date: 0110912008 Garold W. Heal Colorado PE#30858 2. The engineer's .... and origiM' signawre on t.his index: sheet ...y be provided t.o t.he building official to aCCOllpllnJ reproduct.ions, in accordance with Colorado .y.a. and Rule. of Procedure, Rule VIII-I. 3. As ........ on etuchod drewi....; the drewi... n_r i. preceded by: CAUSR8325 Doteil.: A12015E5-GBLLETII-BRCLBSUB- Submitted by GIN 13:40:51 01-09-2008 Revi_r: J. 55 J____Ref~scrJJ'tion 1 34437--A1 2 34431--AE1 3 34439--11 4 34440--12 5 34441--IE1 8 34442--IE2 7 34443--C1 8 34444--CE1 ~r_e~tng# 0B008003 0B008004 08009005 08009008 0B008007 08009008 08009010 01ltlOtOO9 Doto 01/09/01 01/09/08 01/09/08 01109/08 01/09/08 01/09/08 01/08/08 01/09/08 -.--.--- CITY Of WHEAT RIDGE 01/18/08 4:38 PM cdb Joann Flores RECEIPT ND:C025132 8P5P N..,'ODi syst.m. (En 080043 Permit Fee Plan Review AOdtiona Use Tax PHYMENT RECEiVED Ct 168 TDTHL A"DUNT 1,644.3C 71B.78 195.70 729.B8 AMOUNT l,S"t4.3& 1, b44.Jf, ---------------------------------------- ~ ~z ." <"z .... 0'''' ",...~ r- ~oo -, 0' 00 ... ~~ ... ' ... ," "" " " ~ '" --tTlTI i~ ". w Vle. Z-l ... 0 !lICD" ~ . 00 '" ;p~ , " ~ ..,.,. .. ~'" -< --I f--!: --"C ~ ,0. 0. .00 , ~~ SW ." 00" 0.. o . 0'" , ,. - ,. ,.. .0.0. , or? '" _. , 0-' ~j .- '" ,,"N .'" ,'" NNN .. , i a 0'8 ~' 0., . . . '" il'o ~ ......... '" s:'il L < ., N ~:!. -" '" . [ w . , -.. "'""" <Ii" .0 x lro.2 0... < , """ "w 0 . ."."." :J ~~ 0'-' ~ .. .., '" ~~ 0 -.1Il -II . c1!l ""'~~ . !i 0, '" ~ '" . 0" -"'''' :;;~ ~ '" ~ 0.0 ", . ''''''' ~ ~ ." 00' 0.. ,,",00 . ~;o ... ~ 0..0 , . . N.... '" -., .- .0 . , , '" '.O"'i'i~ : .O~~~ : N III "'" . "" ~~ " -'0 , ", - i > W - <:: ..< 0 "'''' ~i~~~~'i;1 ~ilHi " " 0.. . -'N """ ~ '" '" . , 0. :!.~ N . , . 'i"'rU i !;;~~~Cli '" ~ 'C ::I -. '" . 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III .....,""..-... ... ~..c..:ji";U;:: ,l.~. N VI x g" c;!ll~ c~~ C ... ~ z~~." ~iQ """ U1 "0 III ." ~ii: ~....... l~ !~~ia~ ! ,-, " ~ f'mH i ~ i- j ... 0 T . -- - . ~ ~ ... , . l . '" o!-,.o IT 0> x ~i* 'I r .~.~ . , ... - III · ".;, i c~ . ! , -. rt::E: C .. c.- N ". . ,.., N :i!~i" .. i e:~~ .", .. , ~lo ~ ;;;~~~ ~ ..... ... ".0. 0. ~.- . 0.-6 0 , w Dl~~ " . ~,. ... . ". N ",C 0 0 . . 0 -.r:: III , " ""Il-. _. ~ X o -.rt ' , ~ '" '" ... ", ~ 0 N 0 ~ .. , , - ~ 0 0.. . . 0 , 0 . " o~ ~ o~ ,.. . 0' ..'" ~ N 0 "" . . , ~. r- . ",8 ~ .0' , . ~ , (") -.0 N 0. >> ~ ~ "." .. ..... "'", 0- 0 0 " ~ 0 , , J 00 :-~ ~ - "., Ii " 0 o ~. < . . , .. . -. . ." "" ~ ~ " 0. '" X ... , 0'. . V> ",. g .'< , ~ '" , '" < . " "'" ~ ~ W .,,0. , X , , ,.. . ... ~ ,,"'" :::. . ~.~ ! '" 0 .0 . VI C ... '" '" ... ... N ". , co " ,n ." <:: 0 n n n n n ~ 0 , 0.'" '" '" ... 0 <:: '" ~5~ . n r- " 0 r- , " ~ " . ...... ~ ." r- r- r- r- r- , ~ [ ~ .,. 0 "', z >> c , N "" " 0 z '" Iii 0. ... . C~ . '" n N ... ,.., ~ , .. ~ ~' " , " w'" ~ '" ~ ~ w , w "'"'" 0 ,.. N ~ , .,. . 00 ... '" 0 0 0 '" , '" 0 ., 0. V> g ,0. "'" ~ ~ 0 0 0 0 0 '" , .c . 0 '" , --I ~! . -. .. " " " " " " , a~ - 0' g C ! VI VI VI VI VI '" ,0. ~ ." " " " " 0 -.'" ~ .. , , ;; 0. t IT ,.. . '- " VI n c ~ '" VI ,. '"0 ~ '" '" '" >> it! '" "'0 '" 0 c , -I " 0 ~ . ~ " '" z '" '" ~ c. " ; . , , z " . , 0. 3 '" > '" C N ~ '" '" '" " ... ~ '- " w " g '" ... .. " 0 N = 0 <D '" w ~ '" N ... < N '" '" <D , ~ , '- , , ~ w ... Iii 0;0 ... N '" '" , .:. 8 I <D " ~ '" :r . '- ... ~ N 81~ ... IT . , 0 w ~ w ... w TltIS [:.G PREPARED FROM COlIIPUTER INPUT (LOADS & DIIltENSIONS) SUBMITTED BY TRUSS MFR (71364--- 4595 Ingalls St. Wheatridge, CO AE1) Top chord 2x4 SPF 2100f-l.aE 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 SPF 1650f-l.5E anywhere in roof, CAT II, EXP C, wind TC DL=3.0 psf, wind BC Webs 2x4 SPF #1/#2s DL=3.0 psf. Truss spaced at 24.0" DC designed to support 1-0-0 top chord Wind reactions based on MlFRS pressures. outlookers. Cladding load shal I not exceed 3.00 PSF. Top chord must not be cut or notched. See DIGS A12015E50207 & GBLLETlN0207 for more requirements. Truss design per IBC sect. 2306.1. 10.00 ~Sf non-concurrent Deflection meets L/240 live and L/laO total load. bottom chord live load applied per ANSI/T I 1. Truss designed for unbalanced load using 0.30/1.50 Handling stresses not considered for plates. Handling of this windward/leeward factors. truss requires special care by truss manufacturer and installation contractor to prevent plate damage. NOTE: TPI-2002 Cq factor overridden. Connector plates assumed to be positioned as designed and must be verified. Any variation from designed plate position must be repaired. 3X4= .~ c~ ~. .15 1 0-3-15 --J- 0-3-15 -'- -'- +8-1-2 T 7717. T 2X4(A1) ~ 2X4(A1) ~ ~ ~ 1- 13-0-0 ~ 13-0-0 ~ I~ 26-0-0 Over Continuous Support ~ R=128 PLF U=45 PLF W=26-0-0 Note: All Plates Are 1.5X4 Except As Shown. Design Grit: IBC 2006 PLT TYP, Wave Cq/RT=1.25(1,25)/4(0) CO/-/2/-/-/R/- Scale =.25"(Ft, Noble Truss Colorado 303-791-1712 ......1.... TRUSSES REQUIRE EXTREME CARE IN F.I.IlRICATll)ll. HANDLING, SMIPl>lIoIG, rNST"'LLIII(;.l.NDaRAClt~. TC LL 35.0 PSF REF R6325- 34438 7449 N Peterson, Sedalia CO 80135 REFER TO IICSI (1!lJILDING~fITSAFHVINFOIlM.I.TlOIl) I'UllLISHED8YTPI (TllI,JSSPL.l.TEINSTlTUTt.218 NORTHLEESTREET,SUITE312,ALEXAIIIlIlIA,VA, 22314)ANDIITCA(-.xHI TRUSS COUIlCIL OF MlERI&.I., .~ EIIlTE_ISEL.I.NE,MDlSON, WI S3119) FOIl SAFETV PRACTICES PRIOIl TO PERRlRIIINGTlIESE FUNCTIONS. ~ TC DL 10,0 PSF DATE 01/09/08 OT1lEnlSE I~I&.I.THlTOPCIIQfltISIl.I.LLHAVEPROPERLYATTACHE:DSTlIU&llJItI<LP.l.NELS"""IlOTTCIICHORDSIl.I.LLHAVE A PROPEIlLVATT.I.CHEllRIGIDCEIUNG. BC DL 10,0 PSF DRW CAUSR6325 08009004 ..I...TAn..FURNISH A COPY Of" ntlS MSIGII TO nlE INSTALL.l.TIDlrlC[lfaR.I.CTO!l, n. 8IJILDING COIIlPONENTS GIIOl1P.IM;,SH.I.LLIIllTlltRESI>ONSI8LEFOR.l.WfDEYIATIQNF_ntISDESIGII;.l.lNfAILURETOIlUILDTHETIlIISS BC LL 0,0 PSF CA-ENG JMB/GWH IN ClltIf~ IIn~ TPI; OR fABRICATING, ~.l.NllLIIIG, s~rPl>ING, INSTALLING. BRACING OF TRllSSES. IlESIGNCl)IIf~llnt.l.Pl'LI&.I.IH.EPfIOVISIONSDfNDS(II.I.TlDII.I.LDESIGNsPE:C,8Y.l.fiPA).I.I<lDTPI. ~,~ - C\lMIIECTOll Pi..l.TES ARE IMOE IlF 21l/1B/16G/ll f',~/SS/K) ASlII .1.653 GRADE 40/60 CI, KIN,55) G.l.t.V. STEEL. APPLY TOT. LD , 55.0 PSF SEQN- 49949 PL.I.TES TO E.I.CI1 fACE Of T1llJSS.I.tID, UNLESS IlTKIllIISE lOCATEIl (lIj ntlS DESIGN. POSITION PElt _HIGS '__2. ~ NlYINSPECTIONOFPl...l.TESFOLLOWE08Y(I)SH.I.LLIEPER.l.NNEll.l.3OfTPI1-2QllZSEC.3. A SEAL IIN TIllS DUR.FAC 1.15 FROM RSW ITW Building Components Group, Inc. _IWINDlCATES ACCEPTANCE Of" PllOFESSlllN.I.L ENGlNEEltllOGRESPONSIBILlTV SOLELVFORTHETlIUSSCOMPIlII[fIT DESIGNSHOMI. THESUIT.I.8ILIT'iNlDUSEOI'ntISClJMI'ON[NT fllll "NV DIIILDING IS THE IlESPONSI8IUT'iOF TIlE ---- Sacramento, CA 95928 IlUILDINGOCSIGNERPEll.l./lSIITPI 1 SEC. Z. SPACING 24.0" JREF- 1TE06325Z03 ..I....TMT~~FUIlNISH A COPY OF TIllS DESlllN TO TIlE INSTALLATION CONTRACTOR ITII BUIlDING ~rns GIl(IlJP.INC.SWllLNllT8ERESPoIlSI8LEFORPMVDEVIATllIIfF_THISD€SlllN;~FAIUlRETOBUllDTllETRtJSS INCllNFORMANCEWITllTPI,DRFABRICATlNG,IIANDI.ING,SHIPf>ING,INSTAl..lINGIoIlRlU;INGOFllWSSES. DESIGIIClIJIFDRIIS.ITHAPPLIl::M1LEPIltlVISICMlSOFMlS(NATlONALDESIl,iNSPf:C,BYMIoPAlANDTP1. ALPINE COIINECTllRPlAl'ESAREIIIlD!iOFWIl8/16GA(W.H/SS/K)ASTIIA653Gl1ADE40/60(W,K/H.SSlGALV.STEEl.APP1-Y PUlTfSTOEACHFACEOFTIlUSSAND.UNlESSOTtlEItWISEl.OCATEll(lNTllISDESIGN.l'OSlT10NPERtlR.WINGS16OA-l IM1 INSP<<:TION OF PLATES FllLlIIWElI BY (I) SHo.ll BE PEIl f<NNO A3 OF TPl'_2002 sa:.3. A SEAL 011 nus IT\\! Building Components Group Inc DllNIING IMllCAl'ES ACCEPTANCE OF PROFESSlllNAl EMGlNEER1JiG RESPONSIIlILITY SOLELY FOR THE TRUSS ~IIEYT Sacramento, CA 95928 , :~:.oa:NG-=iGItERT~ ~i~:~ =.~ OF THIS lDII'OfIElif fllIt AIN BUIUlING IS THE RESPlWSIBILlTY OF-mE PLT TYP, Wave Noble Truss Colorado 303.791-1712 7449 N Peterson, Seda1ia CO 80135 Design Crit: IBC 2006 Cq/RT=1 ,25(1 ,25)/4(0) 7 ......1110.. TRUSSES REQUIRE EXTIl:EllE CARE IN FABRICATION, IIAMlLlNG. SH1Pf>UIG. IIISTALLING ANI} BRACING. REFER TO BCSI (BUILDING~NEItTSAFETYlfIIf_TIQN),PIJIlLISHEDBYT1'I(TR:IlSSPLATEINSTITUTE.218 IIIlRTHLEESTIlEET. SUlTE312. AlEll.VlDllIA. VA, 223,.)ANOWTCA(WOOIl RUSS COUNCIL OF AMERICA, 6300 EVTEIlPRISELANE,lWllSON.Wl S3119} FORSAFETYPRAl:TIl::E5 PRIOR TO PERFOIlIlIIIG1HESf: FlJII(:THlIIS. I.I'ILESS OTHEItWISEIHIIICATEDTllPl::_DSHAlLIlAVEP1lOPEIlI-YATTACHEDS1llIJCfUJlALPANElSANDIIOTTOIICKlIlIISHALLHAVE A~Y"TTACHEORIGIOl::EILlNG 37.0521 12 CO/-/2/-/-/R/- TC LL 35,0 PSF TC OL 10,0 PSF BC OL 10,0 PSF BC LL 0,0 PSF - - TOT.LD. 55.0 PSF DUR, FAC 1,15 --- - SPACING 24,0 '/Ft 34439 DATE 01/09/08 DR' CAUSR6325 08009005 CA-ENG JM8/GWH SEQN- 49954 FROM RSW JREF- 1TE06325Z03 Scale =.25 REF R6325- R=1BB1 U=526 '=3.5 R=1610 U=524 '=3,5" 6-0-0 Over 2 Supports 16-0-8 9-11-B 9-11-8 5-4-3 B-0-4 5-4-3 B-0-4 5-4-3 4-11-12 4-11-12 0-3-15 Jc T ~ 3X10(B1) ~ 4 ~ 3X4~ 4X6~ 3X10~ ~ 4X6~ +9-1-2 2-4-4 5-8-2 5X4~ 4 4X4* NOTE: TPI-2002 Cq factor overridden. Connector plates assumed to be positioned as designed and must be verified. Any variation from designed plate position must be repaired 4X6~ Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage 4X6"" Truss deSigned for unbalanced windward/leeward factors oad using 0.30/1 50 Right end vertica Oefl ect ion meets L/240 ve and l/180 tota oad (A) Truss design per IBC sect. bottom chord live load app bracing equa 2306. 1- ied per 10.00 psf non-concurrent ANSI/TPI 1 not exposed to Wind pressure Continuous .Q!364--- Top Bot chord chord Webs 4595 2x4 2x4 2x4 atera ngalls St SPF 1650f-1 SPF 1650f-1 SPF #1/#25 y spaced on !heatridge 5E 5E co .,) member 120 mph wind, 15.00 ft mean hgt, located within 4.50 ft from roof Ol=3.0 psf, wind BC Ol=3.0 pst. .FRS pressures Wind reactions based TltIS IlWG PREPARED FROI COMPUTER on ASCE 7-05 edge, CAT INPUT (LOADS CLOSEO bldg I, EXP C, W " DIIIIENSIOMS) SUBMITfEO BY TRUSS not nd TC IlFR THIS DIG Ptl:EPARED FROM CUlPtlTER 11IPUT (LOADS" DllElISlONS) SUBMITTED BY TRUSS MFR. (71364--- 4595 Ingalls St. Wheatridge. CO - 82) Top chord 2x4 SPF 1650f-l,5E :T2 2x4 SPF 2100f-l,BE 120 mph wind. 15,00 ft mean hgt, ASCE 7-05, CLOSEO bldg. not Bot chord 2x4 SPF 1650f-l,5E located within 4.50 ft Trom roof edge, CAT II, EXP C, wind TC lebs 2x4 5PF #1/#2s DL=3.0 psf. wind BC Dl=3.0 psf. (A) Continuous lateral bracing equally spaced on Member Wind reactions based on MlFRS pressures. Truss passed check for 20 psf additional bottom chord I ive load Truss design per IBC sect. 2306.1. 10.00 psf non-concurrent in areas with 42"-high x 24"-wide clearance. bottom chord live load applied per ANSI/TPI 1. Deflection meets L/240 I ive and L/180 tota I load. Truss designed for unbalanced load using 0.30/1.50 windward/leeward factors. Handling stresses not considered for plates. Hand I lng of this truss requires special care by truss manufacturer and Install truss oriented as shown. === 00 NOT REVERSE === installation contractor to prevent plate damage. NOTE: TPI-2002 Cq factor overridden. Connector plates assumed to be positioned as designed and ~ust be verified. Any variation from designed plate position must be repaired. 4X6~ 4X4", ~~ / 5XB"", 3X4", ~:;:1~:<~~ 4 ~ (A) 5- -2 0-3-15 0-3-15 ~ ~ +9-1-2 T 3X4= 6X10 ~ T 1 ,5X4 III 4X6(A2) ~ 5X12= 3X4(A1) - 3X4~ 4a-J I.e:: 10-0-0 ~I ~-0-14 ~ I'" 5-0-14 ;.1'" 5-10-12 ~ II< 5-10-12 ~ I E 5-0-14 ,I- 5-0-144 1- 16-0-8 _1- 16-0-8 Ie 32-1-0 Over 2 Supports R:1511 U=377 1=3,5" R=3124 U=B64 1=3,5" Design Crit: IBC 2006 PLT TYP, Wave Cq/RT=1.25(1,25)/4(0) 7.37.0521.12 CO/-/2/-/-/Rf- Scale =.1875"/Ft Noble Truss Colorado 303-791-1712 ".AIlIII.UTJlUSSESIlt:QlIIIlt:EXT1l.EllECIlREINF_ICIlTlON. _LING. SHIPPING.IMST"'--LINGAND.llACtNG. TC LL 35.0 PSF REF R6325- 34440 7449 N Peterson, Sedalia CO 80135 IlEFERTO RCSF (III)tLDINGC~NTSAFETVIIIIF~TlOM). PUBllSHED8YTPl (TlWSSPLATE INSTITUTE. 21. ~LEES"TllEET,SUITE312.AL~IA,VA.223")A"ITCIl(WOOOTR\ISSCOUNC1LOf_RICIl. .= ENTEllPItlS€LANE..wltSON._1 $37111) FORSo\F8YPIlACT1CESPIlIOllTO PE_INGTilESE FUNCTiONs. ~~ TC DL 10,0 PSF DATE 01/09/08 OTIlElllllSEIIIIIICIlTEDTOl'CHOlllISHAL.l-KIlVEPIlIIPERl.VATTACHEDSTRUCT\MIlLP_LSAIlO~CHOIlDSHALL""'VE A PROPEIlI.-V ATTACHUl RIGID CEILING. BC DL 10,0 PSF DRI CAUSR6325 08009006 ..I.....TAIIT..FURIIIISH A CDPY Of TIllS DESIGN TO THE INSTAL.LATIOfICOIITllACTOR. ITWaulLbINGCOIlPONBITS GIIOlIP,IIlC.ShALLNDT8[IlESPONSIIlUFDR_DEVIATION~TIlI$DESFGN,_FAILUIIETOIllJIUlTItETIltISS BC LL 0.0 PSF CA-ENG JMB/GWH INCllNF~.lnl7l'I:ORF_ICIlTlNG.NAIIII1-lIlG.SHIPPIIIG.IMST"'--LING.IlIlACIIlGOl'lRUSSES. DESIGN COMFDIIllS_ITIl APf'LlCAaLE PIlOIIISIONSllf IIIIS (IMTIDtIAl-IlESIGNSPEC. BYAF6PA) AND TPI. ALPINE - - CDYIECTOIIPLATESAREIMOEOF20/1./16GA(_.H/SS/K)-'ST1IlA6S3GRADE<<I/60(II,KlH.SS)GALV.STEEL.APPLY TOT.LD, 55,0 PSF SEQN- 49962 I ~m" - ,~'" ~ -. ~ ~'" =m ~ "" ""~. ~"'~ '" -,~ ,~-,. _tNSl'ECTIONOl'PLATESFOLLIlKIlIV (I) SHALLIlEPER_ll.A30F7l'11-2002SEC.3. Asu.L ON THIS DUR.FAC 1.15 FROM RSW ITW Building Components Group lnc DlIAIING IIIDICIlTl:S ACCEPTANCE OF PRIII'ESSI~L ENGINEERING RESPllNSI.ILITV SOLELY FOIl THE TltUSS COIIPONEMT Sacramento, CA 95928 . . :;~IlG~iGllEll ~a su~~~:~ ~.~~ OF THIS COIIPONDIT FOR Nl't BUILDING IS TItE RESP(WSIIlILlTY Of TIlE ------- - - SPACING 24,0" JREF- 1TE06325203 141 18 )9007 ~03 2 IFR. ~~I...-JAIIT~~fURNI$ll A copy OF nllS DESIGN TO TlfE IIlSTAU.ATION CONTRACTOll. ITlIlUIUlIMG COIFONElITS GROUP. IN&. SllAU.-IIOT BE RESPONSIBLE FOll; Mtf DEVIATI(lIrl"- THIS DESIGloI; AllY FAII.J.IRE TO IlUIUl TlfE TllUSS IN~.ITHT1>I,lIRFABIlICATllfG.IIANIlLIMG,SHIPPI"".IIISTAtLI1IG5BRACIIIGIlFTRIlSSES. lIESIGNcotIFORIIS.ITHAI'l'LICABt.EPRllIIISIllNSIlF_(NATI~LDESIGNSPEC.BVAF_)AIIOT1>I. AlPIIlE C~OllPl.ATESAIU:~EllF20/1B/16CA(II,HlSS/1()AST1IAll53Gl1AllE411/60(..1(/H.SS)(".AlV.STEEL.APPlV Pl..ATESTOEACHFACEOfTRUSSAtIll, UHLESSOTllEli'lISELOColTEOllNTHISllESIGfI, PllSITlIlN PER PRM'IIIGS 16OA_Z ~IIISPECTIONOFPLATESFOLL~IlBV(I)SllAU.-IfEPEII_1(A30FT1>11-2(lll2SEC.3. A SEAL (lIrlTHIS nw Building Components Group lnc DRAWING INIllCATES ACCEPTANl:E OF PfIOFESSIll,....L EMGINEERIIlll llESI'OIISIBILITV SOLELY FOR TlfE Tllt.lSS CllIIPlIM:WT Sacramento,CA95928' ~~~IfG~iGNEJlT~~II~~~~:~ ~.U;:~ OF THIS CllIIII'!.IHBlT FOIl AIN BUIUlING IS TIlE: RESI'ONSI8ILlTV OF THE PLT TYP. Wave Noble Truss Colorado 303.791-1712 7449 N Peterson, Sedalia CO 80135 t IBC 2006 Cq/RT=l ,25(1 ,25)/4(0) 7 "_I_~.TIlUSSESllEQlJlI!EElmlEIlECAItEINF.l8RICATlON. IIAIIOLlMG, SHIPPING.INSTALLlNGAIIOIlRACI""-:- REFEIlTO BCSI (BUIUlI,",C~NTSAFETVINf_T1llN).PtaLISHED8YTl'1 (l"RUSSPl.ATEIlISnnrn:,Z18 IIOIl'THLEESTIlEET,SUITE31Z,ALE_IA.VA,ZZ314)AMllJT"CA(WOOIlTllUSSClllN;ILOFAllERICA,63OO OfTEItPRISEl.AIlE,IIADISON..1 S371B) FlJllSAFETYPRAl:TICESPRIORTOPERFOR'UNGTlfESEFUNCTlllNS. UNl-ESS llTMElSlSEINllICATEllTOPCHllRlISHALLIlAVEPROPE/lLVATTACHEllSTIlI.IC1UlALPA/rIELSAIIOBllTTllllCl<<lRllSIIALLIlAVE A~LYATTACHEORIGIOCftLING, Except As Shown. Design Cr 37,0521 12 CO 2/-/-/R/- - --- TC 35,0 PSF TC 10.0 PSF BC 10.0 PSF BC L 0.0 PSF - - TOT.L~. 55,0 PSF OUR,FAC 1.15 SPACING /Ft 34441 DATE 01/09/08 ----- DR' CAUSR6325 08009007 CA-ENG JMB/GWH SEQN- 49970 RSW -- 24,0" FROM JREF- lTE06325Z03 Scale =.25 REF R6325- Note A Plates Are 1 5X4 R=2066 U=586 .=3,5 R=1806 U=586 .=3,5 6-0-0 Over 2 Supports 16-0-8 9-11-8 9-11-B 5-4-3 8-0-4 5-4-3 8-0-4 5-4-3 4-11-12 4-11-12 w w 0-3-15 --'- T 4X8(A2) - 4 ~ 3X4= 2X4 5X5= (A) 3Xl0= 4X6= +9-1-2 2-4-4 5-8-2 ~ 4 T 8X8* 4X6= 4X6'" NOTE: TPI-Z002 Cq factor overridden. Connector plates assumed to be positioned as designed and must be verified. Any variation from designed plate position must be repaired Handling stresses not considered for plates. Handling of this truss requires special care by truss manufacturer and installation contractor to prevent plate damage Truss deSigned for unbalanced windward/leeward factors oad uSing 0 30/1 50 Truss design bottom chord per IBC sect. 2306.1, 10.00 psf non-concurrent live load applied per ANSI/TPI 1 Right end (A) Continuous Deflection meets L/240 equa ve and L/180 tota Dad See Truss spaced at 24.0" OC designed to support 1-0-0 top chord out lookers. Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or notched DWGS A12015ES0207 & GBLLETIN0207 for more requirements vert atera ca brac not exposed ng y spaced on to Wind pressure member (71364--- 4595 Ingalls St Top chord 2x4 SPF 1650f-1 Bot chord 2x4 SPF 1650f-1 Webs 2x4 SPF #1/#25 !heatridge 5E 5E co BE1) Wind reactions based on 120 .ph wind, 15.00 ft anywhere in roof, CAT OL=3,0 psf. THIS lMG PREPARtD FROM COIIPUTER mean hgt I, EXP C MlIIIFRS pressures ASCE 7-05, CLOSEO bld9, Located wind TC DL=3.0 psf, wind BC SUBIIIITEO BY TRtJSS .FR INPUT (LOADS" DIIlIEHSIONS) THIS DWG PREPARED FROlIl COMPUTER IMPL/T (lOADS" DIMENSIONS) SUBMITTED BY TRUSS IIFR. (71364--- 4595 Ingalls St. Wheatridge, CO BE2) Top chord 2x4 SPF 1650f-1.5E ;T2 2x4 SPF 2100f-1,BE 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 SPF 1650f-1.5E anywhere in roof, CAT II, EXP C, wind TC DL=3.0 psf, wind BC Webs 2x4 SPF #1/#25 Ol=3,0 pst. See DIGS A12015E50207 & G8LLETINQ207 for more requirements. Wind reactions based on MWFRS pressures. (A) Continuous lateral bracing equally spaced on member. Truss passed check for 20 psf additional bottom chord I ive load Truss design per IBC sect. 2306.1. 10.00 ~Sf non-concurrent in areas with 42"-high x 24"-wide clearance. bottom chord live load applied per ANSI/T I 1. Deflection meets L/240 live and L/180 total load. Truss designed for unbalanced load using 0.30/1.50 Handling stresses not considered for plates. Handling of this windward/leeward factors. truss requires special care by truss manufacturer and NOTE; TPI-2002 Cq factor overridden. installation contractor to prevent plate damage. Connector plates assumed to be positioned as designed and must be verified. Any variation from designed plate position must be repaired. 3X6= 2X4 III 4X4"" 7X8'" 7X8"" T2 ~ 7X8'" 4 ~ ~4 5- -2 0-3-15 0-3-15 L 1 +9-1-2 T 4X4= 6X10= 3X4111 T 4X6(A2) - 5X5= 7X14= 3X4(A1) = ~ IE'( 10-0-0 ::a I ~-0-14 ~ I ~ 5-0-14 ;!II'" 5-10-12 ,I, 5-10-12 ,I, 5-0-14 :o.JE 5-0-14 ~ 1- 16-0-8 _1- 16-0-8 I- 32-1-0 Over 2 Supports R=1670 U=377 .=3.5" R=3433 U=B64 '=3.5" Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IBC 2006 PlT TYP. Wave C /RT=1 ,25(1 ,25)/4(0) 7.37.0521 .12 CO/-/2/-/-/R/- Scale =.1875"/Ft Noble Truss Colorado 303.791-1712 "U"I." Tl!USSES REQUIRE ExTIlEllE CARE IN F~IIIlICAT10N. ~IilLlNG SllIPf>ING. INST~LLING ~Ml 8RACING. TC II 35.0 PSF REF R6325- 34442 7449 N Petef!On. Sedalia CO 80135 RUERTO 8CSI (1lUIUllNGCOIFONEIITSAFET'I'INF~TlOH). PUIlL1SlEl8YTl'1 (ntllSSPLATEINSTlTIlIT.218 _TII LEE STIlEET. SUITE 312. ~LEXAMIIlIA. VA. 2231.) AHDWTCJl (WOOll TRUSS COUNCIL OF AMERICA. ,= ENfEIlPRISELANE. lIADlSON. WI S3711t) FOIl SAfET'l' PIlACTICES PRIOll TO PERFORlIING THESE FUNCTIONS. ~,~ TC Dl 10.0 PSF DATE 01/09/D8 OTHEIlI'ISE INDlCATEO TOP l:!1O/lO SWILL ~VE PROPERLY ~TT~CllED STlIOClUtoll. P~LS AIID BOT'TCIIII CHORIl SWILL ~VE ~P~LV~TTACHEllRtGIOCEILING. BC DL 10.0 PSF DR' CAUSR6325 08009008 .......TMT..FlIIIJI1SH ~ COpy OF THIS DESIGN TO THE lNSTAlL\TlON CONnACTllR. n.8lI1LOIIIGCllIIPIlNEIITS GROUP. IN:;. SHALL NOT BE RESPoNsiBLE FOIl I>.N( DEVI~TlON FllIJU nus OESIGN; I>.N( F~ILURE TO BUILD THE TRUSS BC lL 0.0 PSF CA-ENG JMB/GWH INCONF~WITHTl'l;ORf~BRICl\TING.IU.NllLIIIG.SHIPPING.IIISTALLIIIG.IlAACINGOfTRllSSES. oaiIGNlXlIIFOIlll5.ITHAPI'LlCAllLE PROVISIONS OfIlDS (NATIONAL D€SIGN Sl'EC. B'(~F_) oUIDTl'l. ~LPINE - CllMiECTOIl PLATES ARE MADE OF 20/18/16GA (W,HJSS/~) ~STM,t,6U GRADE 40/60 (W. lVlI.SS) ~v. STEEL. ~Pf>LY TOT,lD, 55,0 PSF SEQN- 49983 PUoTESTOEACllfACEOFTRUSSoUlll. CINl-ESSOTllEllWISEUlCATEOONTHISDESIGN,POSITIONPERORAIJINGs1oo,1,_l ~ Nt( IIISPECTION Of PlATES I'tILLOIIEO BY (I) SHALL 8E PER AllNEX A3 Of Tl'11_2002 SEI:.3. A SEAL ON 1lI1S DUR.FAC 1.15 FROM RSW ITW Building Components Group, Inc. OIIAI'INGIA&ICATtS AC(:E!'TAPllCEOfPllOfESSIOfULENGINEERIIiGRESPoNs18ILlTY SOLELVFORTHETRIlSSCOIP!INENT DESIGNSHOMI. THE SUITABILlTYNlOVSEOFllIISCWP\IlIIEIlTFOflAll'l8UILnlNG IS THE IlESPONSI1I1LITY OF THE __m___ "----- Sacramento, CA 95928 OOILllINGOESIGII(ItPEIlANSlITl'11SEC.2. SPACING 24,0 JREF- 1TE06325Z03 THIS ~ PREPARED FROM COMPUTER INPUT (lOADS' DIMENSIONS) SUBMITTED BY TRUSS lIFR (71364--- 4595 Ingalls St. Wheatridge. CO - Cl) Top chord 2x4 SPF 1650f-1.5E :T2 2x4 SPF 2'OOf-',8E 120 mph wind, 15.00 ft mean hgt, ASCE 7-05. CLOSED bldg, Located Bot chord 2x4 SPF 1650f-1.5E anywhere in roof, CAT II, EXP C, wind TC DL=3.0 psf. wind BC Webs 2x4 SPF #1/#2s Dl=3.0 psf. (A) Continuous lateral bracing equally spaced on member Wind reactions based on MlFRS pressures. Truss design per IBC sect. 2306,', 10.00 psf non-concurrent Deflection meets L/240 live and l/1aO total load. bottom chord live load applied per ANSI/TPI ,. Truss designed for unbalanced load using 0.30/1.50 Handling stresses not considered for plates. Handling of this windward/leeward factors. truss requires special care by truss manufacturer and installation contractor to prevent plate damage. NOTE: TPt-2002 Cq factor overridden. Connector plates assumed to be positioned as designed and must be verified. Any variation from designed plate position must be repaired. 4X6= , ,5X4 III ------ 4X8'" 4 ~ ~4 5- -2 0-3-'5 0-3-'5 l ~ -+-8-'-2 T 3X6= 5X8= T 3X10(81) = 6X12= 3X4(A1) = ~ ~-'-O ,11;11 I, 6-2-'2 S!IE 4-'0-'4 I 4-'0-'4 ,I, 4-'0-'4 I 4-'0-,4 ;.1"" 6-2-'2 6-2-'2 9-9-'2 9-9-'2 6-2-'2 1- 16-0-8 1 16-0-8 I" 32-1-0 Over 2 Supports R='8'6 U=496 '=3.5" R=2648 U=725 '=3,5 Design Crit: IBC 2006 PLT TYP, Wave C /RT=1,25(1,25)/4(0) 7,37.0521.'2 CO/-/2/-/-/R/- Scale =,1875"/Ft Noble Truss Colorado 303-791-1712 ........... TRIISSES REQUlIlE EXTIlEIIE CAllE III FABRICATION. HIl,.,lING SHI....ING.IIISTAlUIfGANbIlIW:IIIG. TC LL 35.0 PSF REF R6325- 34443 7449 N Peterson, Sedalia CO 80135 IlEFERTO IICSI (IIUILDIIIGClM'OIIaITSAFElVIHFOllllATll:*). Pl,BLISllEDIIVTf>1 (11WSSPL.ATEIMSTITIfIT,218 NllRTlllEE STlll'ET, SUITE 312, AlEXAM*IA. VA, 2231.) AIIII wn:A (.xlii TIl\.lSS COUNCil DF AIlERlCA. ~oo EIITEIlPRISEl.ANE,lIADISOII,.1 5-37111) FOIl SAFETY P'IlACTICES PRIOR TO PERf'ORIlHIG lHESE fUNCTIONS. _m TC DL 10.0 PSF DATE 01/09/08 DTHEnISEllIIlrCATElITOf'CIlORDSlW.-LIlAVf:I'IIOPEIllVATTACIlEDSTIII.ICTUIUllPANELSAllllIIllTTllllI~SllAllIlAVE AP~VATTACHEIlRIGIDCEIUIIli. BC DL 10,0 PSF DFnI CAUSR63Z5 08009010 .......TUT..FURNISH A COPY OF 11llS DESlliN TO THE INSTAllATION ClIlfTRACTIIfl. l'BIlUIUllllliClM'IlNEIITS GROUP.II<<:.SllAl1.MlTII[RESPONSIIIl.EFOR""DEVIATIl:*~TllISDESIGN:""FAIUJREltl8UIl..i)TllET1!tISS BC LL 0.0 PSF CA-ENG JM8/GWH Iii CIlNFORMAIlCE WITIl TPI: OR FAIlRICATIIIli. _ING. S111I'PIIIG, INSTAlU.. ~ IlIlACIHG OF TR:IISSES. DESIGN CDIIf"ORIIS .111l.......1CAIIl.E PRO\IISIONS Df' lIDS (MTIOMAl DESIGN SP<<:, BV AF~PA) ~ND TPI. AlPINE - - COIJlECTORPL.ATES~RE_DI'ZO/l&/16GA(W.N~S/Jl.)AST1lA6!i3G1tADE4D/60(W.IVH.SS)GII.lV. 5-TEEl.AI'PU TOT.LD. 55.0 PSF SEQN- 49978 I,um ~ ~ ,~, ~ m"$ -, ~'" ~~,~ ~m ~ m" ~,~ ~"''' ~. -,- ,--,. - ANfINSPECTI0IIDl'PL.ATESFlJ'-lDmODII'f(')StlA!.lIlEPERAMrIEXA30F1l'1T-2OCI2SEc.3. A SEAl IlN TIllS DUR,FAC 1,15 FROM RSW . , DRAIIIIfG INDICATES AC{:EPTANCEOFPROI'lOSSIDllAlEIIG1NEERIIIliRESroNSIIIIUTV SOI.ElV FOR THE TRUSSClM'ONEIIT ITWBwJding COl~VCAn~mup, Inc. DESIGN SHDRI. THE SUITAIIIUTV AND USE OF 1lI1S COIFlIIIEtIT FDIl AJN IIUIl..i)11IG IS THE REsPoNSIBILITY DF THE ~--- - .-- acramen , BUILDING DESIGNER PER AllSIITPI 1 SEC. 2. SPACING 24,0 JREF- HE06325Z03 t. 14 I OOg 13 , THIS DWG PREPARED fROM COMPUTER INPUT (lOADS & DIMENSIONS) SUBMITTED BY TRUSS llFR (71364--- 4595 Ingalls St. Wheatridge, CO CE1) Top chord 2x4 SPF 16S0f-1,5E :T2 2x4 SPF 2100f-1,8E 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 SPF 1650f-1.5E anywhere in roof, CAT II, EXP C, wind Te OL=3.0 psf, wind BC Webs 2x4 SPF #1/#2s OL=3,0 psf, Truss spaced at 24.0" OC designed to support 1-0-0 top chord Wind reactions based on MlFRS pressures. out lookers. Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or notched. See DWGS A12015ES0207 & GBLLETlN0207 for more requirements. (A) Continuous lateral bracing equally spaced on member. Truss design per lac sect. 2306.1. 10.00 psf non-concurrent bottom chord live load applied per ANSI/TPI 1. Deflection meets L/240 I ive and L/180 total load. Truss designed for unbalanced load using 0.30/1.50 Handling stresses not considered for plates. Handling of this windward/leeward factors. truss requires special care by truss manufacturer and installation contractor to prevent plate damage. NOTE: TPI-2002 Cq factor overridden. Connector plates assumed to be positioned as designed and must be verified. Any variation from designed plate position must be repaired. 3X4* 3X4= 4X6.:,; (A) 4 ~ i ~4 I T2 3X4111 5- -2 0-3-15 0-3-15 1 I +8-1-2 T / T 2X4(A1) = 3X4= 3X6= 4X6'= 3X4(A1) '= ~ ~-1-0 :. Its I I, 6-2-12 ,I, 4-10-14 I 4-10-14 "I"' 4-10-14 I 4-10-14 6-2-12 6-2-12 9-9-12 9-9-12 6-2-12 1- 16-0-8 _1- 16-0-8 I" 32-1-0 Over Continuous Support - R=158 PLF U=53 PLF W=26-0-0 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IBC 2006 PLT TYP, Wave C /RT=1,25(1.25)/4(0) 7,37 CO/-/2/-/-/R/- Scale =,1875"/Ft Noble Truss Colorado 303~191.1112 .......1..... TlWS~ REQUIRE EXTREIIE CARE I" I'AIlRICATlON. ~IlIILHIG, SllIPPIIIG. U/STALLIIIG AND BRolCIIIlG. TC LL 35,0 PSF REF R6325- 34444 7449 N Peterson, Sedalia CO 80135 REFER TO !lCSI (llUILDIIfGG~IfTS,I,I'ETYINFOIIIMTlOI<). PUIlLlSIIEllBYTPI (Tl!USS PLATE UISTlTIlTE. 218 II()RTH LEE STREET. SlJITE312. ALEXAIlOIlIA. VA. 22314)ANOWTCA(WOOI) TlllJSS COUIICIL OF AlERICA. ,- ENTERPflISELMlE.lilArllSON,_1 5371B)FOIISAFETYPRACTIGESPRllIRTOPERFlIRliIIIIGTlIESEFUJlCTI0IIIS. UJLESS ~ OL 10.0 PSF DATE 01/09/08 OTHEll'IlSE INOlCATEOT(lf'CIIOlll)SHAlL~VEPROPERLYATTADlEOSTIlUClUIAlP_LSAN080TTOIICNlIR1I5HALL~v!; A PROPEIlLYATTo\CHEDRIGrllGEIUNG. BC OL 10,0 PSF DRW CAUSR6325 08009009 ~~I""TAn..FUllNrSH A COPY OF THIS DESIGN TO 'fllE I"STAl.LATlOII COIlTllACTOR. rTIIllUrLDINGCllIIPONENTS GllOUP.INl:;.SltALLNCTllERESI'OMSIBLEFORAlNDEVrATlONFRa.lTH1SlIESIGN;ANYFAIUJRETlIIllJII.OTHET1l\ISS BC LL 0,0 PSF CA-ENG JMB/GWH I"COfIF~E"THTPI:DRFABRlCATlIIlG,lIANOl.llfG.SHIPPING.INSTAl.LIIIG.8RACINGOFTIllISSES, OESIGNCOlIFlIllIISltTHAPl'LICAIJlEPIlOIIISIOMSOFIlIIS (NATrONALDESrGNSl'EC. 8YAFU>A) AWTPI. ...LPIIiIE - - COIINEt:TOIIPlATESARE_OF20/18n8GA~,H/SS/KJASTIlA653GllAOE4lI/BO('.KlH.SS)GALV.STEEL.A,PPLY TOT,LO. 55.0 PSF SEQN- 49988 PLATESTOEACHFAC;EOFTIlUSSAMl. UJLE.SSOTH€Il'IISEUlCATEOONTH1SDiESlj)Ij,PQSlTrONPERORAIIrNGS16OA-l. - ......v INSPECTION OF PLATES FOLLDIIEOBY (I) SIIALlBEPER"'_KI<3OFTPI1-:oorJ2SEC.l. ASEAlOlrlTllrS DUR.FAC 1. 15 FROM RSW ITW Building Components Group, Inc. DIlAIIIJIG IMllCATES ACCEPTANCE OF PIlllHSSIDNAl ENGINEERIIr/GRE.SPOMSI8ILITY SOLELY FOR THE TRUSS CDIFOIIEIfT DESltifl_. THE SUITABILITY AND USE OF THIS CllIIPlIIIEffT FllllAtIY BUILOIHG IS TllE IIESf'OIISIBILllYOF THE: --------- - -- ---- Sacramento, CA 95928 BlJrLOIIIG0ES1GNERPERAllStrrPI1sa:.2. SPACING 24,0 JREF- 1TE06325Z03 7' ALPINE ~~ nwSUR..DING CClMf>CltIENTS GROUP. J'.I::, POMPANO BEACH, FLORIDA ,lAX TO LD. 60 PSF -- MAX SPACINI 240' REF ASCE705-GABI20i5 !JATf. 2/23,/07 DRWG .A12015E50207 ----- -E!\G CCJ~"ECT AT MIDPOlNT OF VERTICAL WEB VERTICAL I"TAIlLE UIAGO:;AL BRACE OrTIO~ VBRTICAL LF.NGTH MAY BE DOUBLED WHF.K DIAGOliAL DRACE I:" L:-'tD CO'<\!EC DIAGONAL 8RACE FOR 740# AT EACH END MAX WEB TOTALLENCTH IS 14 LEliGTH AIlO\'T ~HO\'iN <~ \',l f"1 ~/GA!lLE TN;;:)::' H ,: I" h / I I I, I / / ; / / ,/ / 1 / // ,i 2X4 Sf' Oli OF-L STUD ~ IIOR #3. spr ill / :'~, H-F / OR BETTER I;::UONAL i BRACE,SlNGLEOR , 1I0UBLE n:r (AS SHOWN AT UPPER END I ~. R~FER TO CHART ABOVl:: <:X4 #2li OR BETIER L' + ~ + BRACE I -- ~- ** 1-- 11~1' , 1_ 1 1--- ~ "-7 B " 'OR 11AX GARLF: 'ElnlCAL LENGTH GABLE VERTICAL VERTICAL l.l'~NGTH ~?_ m~}i~~ GREATERTHA\!4'O" I LESS THAN 11' 6" LQ~E~;:TF:B THAN 11 ' <3 + REHR TO COMMON PEAK. S1-'LlCE, AND ATHCH EACH "l." B:RACE W1TJ] 10d NAIL:o * fOR (I) "l." BRACE SPACF NAIl.S A'J 2' OC 1:-< !fl" F:'\D ZONSS AND 4" o.c, B!:TwlCn ZO:-<~S ** fOR (2) "1." HItACES SPACf 1\,AI:"'3 AT :]" OC 1)1; lfJ" F:ND ZO!\~S AKD 6" or BETWEEN ZO\'ES BF. A 1,l]\!IMUM 01' 80% 0, WEB T' BR4CII\G M\JST Ml':MllER LENGTH "IWSS DfSIGN IfF1.PL41'ES PLATE =-~t'" N_O SPLICE: _ lX40R 2X3. RUT 2X4 2~ FOR (\ ~ -.j ::Q ~ c.J -1 ~ -, G ~ b 0::: ii: > ". e6 b _c u 2: I_l - -1 x < ~ ~- SPACING i--- 16 T '-, UHACE _ ) lX4 ''L'" BHACF . i (1) 2X4 '1" mlAn: . (2) 2X4 "L' 2X6 BRM:E (2) 2X6 'L' BRACE" i ;R:~E" BR~~'ES GR~~~;-GROUP--A G_~OU) 8 GROl.;P A ~ ~(~~~~lTP A GROUP B ;GROJ.TP A-IGROUi) B l 1 #1 #2 ~ 6' 1'" 6' 5'" 7' 1" ?' 7" 13~' __----LiLy_" J1' _P" 13_ 9 I 1<t.~~ ~PF, #3 3 G , ,Y ~/' 5' 5" 7' 2" ~( 2" 8' g" ' II' I" 11' l' 13' g' , \~r 9" 11-- STl;D 3'G,--r S-4'" 5' 4" -7' I :--?-'-~--8-; g' ~1' l' -11' 1" 13' g" -lJ-'--~' H r rsTAlOARD 3-'--6'" I 4-;- 7' , 4' 7" I G' 1" -t--~--- s' 2" --- g' 6" 9' 6" ]2' 11' --~-I r-- 1--#1 3' 11" 6 J"--' 6' 8" I 7' 4_-'-': t -(- Il"'-------e'--g" ~_~y- , I?_: 6-~-9" ' J4-" 0" 1 ;; i SP '.____ #2_ ~ 6' 3~:-i-,,- j 7 Il",! B" 9" _ ---r---Jl' 7'" _; 12' 6" 13' 9" i 14' O"~ ~", t #~_. 3'8" 5'6"'I;__-~L6"~:"'_17'4"_f~'___ ,.tl1'5'~_ ll'S" ]3'g--114'Q_~ ~,? DFL: ...S.TL:D 1__:1' 8" 5' 6"__ 5 7']" 7 :3". _~. ~"11~3' _13' 9" 1_~ 0' . STANDARD' :1' 7" ,1' g" 4' 6' 3" 6 3' . 8' ~J" j-~H' g' g" 13 2 13' ::' __u L u ____ ,-- _ ---. 1_-' 1;1/,,2' 4 I" 7' I" '7' (j:"1 8' 8"_ 10'.1' n';j' , 1::1' 7" 140 14' 0' r i~PF #:.1 __~ 4'0___ 6'7" 6_' _t!.-S" 8'5"- lo~j~ n'_-:j:-' \3'3"__ I{O,~O" U ~Tl![) 4' 0' 6' '(' 6 8' 5" fJ' 5" 10' 1" , 13 3" 1:1' 3" ]4' 0' 1-1 0' 1 () HF STANDAIW 4__0 1-5- [l" _ 5' _---7 b."._ (' 6". _)0' 1"..1' ~_~1'.' 8." _1-\' 8" --)4 0' [-14...0-' _J _~ ill 4' 6' I 7-'_1" ,~ ~-=-_ i 9' l_"___LJ~_L_ I" 1 13' ']" 14 0 ____L:L_O_ I 14'~ ~P, _~_~ 4' 5" 1_ 7' 1" ~ I 8'~' I 9_J' ; 10~'_1 ~r 110 14 0 11_~ ."r-, ~ #3 4 ::r 16'g" 6 ~5" , 8'I~'I": " 1 \3'::1" 13 1~0 1140 ~ DFL' ~T~:D ,-4 :'l' ! 6' 9'~ 6' -I [1' 5" 8' 1~" ~--~ tUFJ' 3" 13 9 I I~ 0 -1t 0 SOl:'I'I:!~R]>; ~JARD 1 4' I" 10' 5_! 7' B" 7' 5_" 10'__1" 10 ;]"_ 11 11"~~_ 14_-.2. 14 0__ I '------_!1,~ ....'u L' #'1 #2____1 ,1' 7" 7 10' ~'_ g~~'LF 11'_1" 11 r 14uO" 14 0" \,1' _Q.__.!'!-'_9' ,~2 :-----1 t' #3 1 ,1' 5" 7' 8" 7' 9:3 9' 3" 11' 1 i 11' 1" 14' 0' 14' 0" ]4' 0 , 14' 0' . ,-- 8TlID I 4' 5" 7' 7" 7' g' ;]" -~-9~-1I' 1 r -11' l' , U' 0" -1-4~14' 0" ;----~ HF__ STANDARD 4 5" -i>' 7" _~ _5-':'_~_' 8' 8" -11' ( _ j-- '..1" i-oj]' ~ _ --13' X~ 1---1-1' 9_" -t- 1{ 0" -. _ ._#1 5' 0 ,_7' 10~:~ ~.1: I IO~_O I ll'X'! 1~-"_~__0 11,{ ~ ' 14' 9 14__L :3Pi #2_ _~10'17'10'1 fl'_ ~-J-_W~l 11 _~~ lLo'1___14'O 1..1'0' ~3 4 1 ,( 10" I 7' g' 3" , g' ~'" !~] 8" 14' 0' 14' 0'- , 14' 0 14' 0" DFLr--sTl~r) J4 ~,-.--ti ~:_3'::' .'}'g III [1' --14Cl' 1'(-0' _-14 -14'0' 1 ~TA\')ARD L 4 6 8" 6' tJ'.J.O 8 g' 3' 9 4 14' 0' u o 2X4 GABLI:: Vf: SPEC RTICAI 'IES GABLJ-:E1\DSL'PPORTSLOADI-ROM-1 OL'7LCOI\ERS WITH 2 0" OVU'lHANG PLYWOOD OVERHANG LIVE LOAIJ IJEFLECT!O\; PROVIDE lPLlFT CO)l;TINl:OCS II__H_RA~~~G GROCP ~f'ECIE~ .1 GROlJP A i, S_I'RUCr...PINE-f'lR ~#-1-/"2 ISTANllARDi r- #3-___; STCI!..J DOLl..t.:J.AS fIR LAR~H ~ STUD _ STANDARD GABLE THLSS CO\HCTlO\S BEARI'-JG (5 PSt PINE :::J -;ROUP HEM-fIR I #1 &: ~TR -~ DETAIL \OTES 'RiTERIA IS L/240 l\2..U_:;LAS f~R- LARCH #1__ " SOl'TIlfR~l'INE #3 STUD STAI-iDARp B __ HEM-fiR _#~TUD J~G.~DARD 'OR 185 PLF OVER TC DEAD LOAD) 1 ~ I\D GRAUES OR ASCI-: (- 05 :20 \\PH WI\D SPEI-:l) 15 \IEAj\ HE GifT ENCLOSF:D 1 00 EXPOS, RE C .~a .4::.: ~'. ,'jzi S \.1; ..............~~$' ~1,!8iONAL \:l "'~ -'rrr"nm''''~ ~IAX TOT D, GO PSF .-- DUR. F'AC, ANY MAX SPAC]~G 24.0 876,71 REF DATE DRWG -mG LET -!K VERT -. 2/23/07 GBLLETlN0207 DLJ /KAR CABLE TRUSS T REI:-JfORCING MEMBER , TOENAILS SPACElJ AT 4"OC TOE'HILS I I il ~ ,I II ~ SEE APPROPRiATE ALPINE GABLE DETAIL (ASO: OR WI'lJD LOAD I fOR MAXJ\!UM UJ\REINFORCED r;M,1 VERTlCAL LENGTH TH1S ,\0801~ENO:20?, A07015EI'<0207, .1\080Jol::]\0207 AC70JOEN0207 A10015IC0207, A08515EC0207, Al0030EC0207, AO!J530EC0207 A1001C>EE020i. A08515EE0207 IIl0030EE0207 ,\03530EE0207 MOOI5E~)0207, A08515[50207. III0030E50207, .'1.085301':50207 DRAWL'>! REPL,i,CE~ DRAWINGS GAB9Bl 7 9 & HC262940J5 4 TOENAIL':' --+ -ATHI'\G RIGID", ~Ht'___~=-----r-'" Tj"--- "\ , ~ i I i -+ /' + i I II 0 +~ PROVIDE CO\NIXTlONS POR UPUfT SPECWII<:D 01\ THE EJ\Gl\En{Gl) TRli3S DESIG:\ ATTACH t:ACIl 'T' REI:JFORC1:JG \i!-:MBER WITH EA:\D DRIVE'! \AILS 10d COMMON (O,]4BX 3, ,Mj~) TOEi\AIL:" AT 4 ac p:.,rs (1) 16d Ca\!MON (0162'" X l_S',MI\) TOE'J.~:LS ]N TOP AND UOTTOM CHORD Gt\ DRIVEN \A1LS Bd COMMa'! (0131'\ 2,5',MJ!'J) TOE;-.J,\ILS AT 4" OC PLl'S (,i) TOENAIL;'; ]'1 TOP AND BOTTOM C!lORD THIS DETAIL TO DE USED WITH THE APPROPRlATE ALP]N!: GABLE DETAL FOR ASCE OR SBCCI 'N]ND LOAD --'- - ,--- GABLl': VI:::RTICAL PLATE ~IZI::~ VERTICAL I.E\GTH PLATE iF p0,-TESl BETWEEN CHU!:~D:, SIZE OVI::J{J-A~ j~~ESS '[IIAN l' 0" .J.!;.;_4 OR 2);:3 2X8 i GRr:ATI::R THAN 4' 0", BUT 2X4 2X8d , I LESS THAN 11 I GREATER THAN 11 B 2,5X4 2_5~8 -,-; REYER TO ENGINEERED TRlISS DESIGN FOR PE.~K SPUCE, WEB AND HEEL PLA,ES If' GABLE Vf.RTICAL PLATES OVERlAP, UE A SINGLE PLHE TO SPAN THE WEB 2X6"T" REINFORCING MEMBER '\1 " I" j Ii \, ~ TOE:-iAI i.1I 1><1 I';XAMPLE ""~i. . / ''''f",.-/ ----rttf2X8 I ,~ I u --.l -.J I T~--~ONVERT fROM '1" TO "T'" REINFORCING MEMfH MULTIPLY "T" fACTOR BY LE\GTH (HASLD ON GAI-JI Vr:HT]CAL SPECIES, GHADE A\!D SPMT'~Gl FOR (1) 2X'1 '1." BRACE, GROl.'P A" OBTAIl';ED fROM THE APPROl'ItIATF: ALPl\!E GABL!:: DF.TAIL FOR !\SeE OR SBCCI WIND LOAD :\iAXlMC:\\ ALl.OWABLE LENGTP. IS 14' FROM "T" TOP REI\FOI~CED TO LJOTTO\.! GABLE CHORD , leAL IS IW",' L~\GT~ IMRE ASE W'j" BRACE i WIND ~PEED I HEINF,; SBCCI I ASCE i AND MR:--J : MBR ~IZE: I 'll]OMl-'flI2X4_~-t 10_:;~ ! 15FT 2x6-- 1""""~ 50% I rlo-MP-H 2x4- r--- 10 '{ 10~ 30 FT 2x6 50 % ~)O ~; . 100 MPH 2~4 _ 10 % F- 10__%", 15 FT 2x6: 30 % 50 % i 100-Jl.~ 2,X4-f_LlJ_":!- I(~" ~_ 30 FT 2x6 40 % _ _ ' 40 ?I, l i"DO, MPH 2x'1_ --i 20 ~; ',_ L~ ~15fT 2x6,,' 20% '",,40% " I 90-:J,j~ ~4 -'___)~$__%-----; , 30 FT 2xfi" 30 % 50 % i 80 -M~ 2'X4--T- 10 % , 20 ~I 15 FT" 2x6 10 % 30 % ~- 2x4 20% 10% ' JO FT 2xo 20 % 40 % 70"MP-H ~O o;;__~120 i.~- 15 fT 2](0 0 ~; 20 % I 70 \.iPH 5.!'1 1().;--- -l ?O %--1 '~r1' ~_ 10% 30%_J EX.U1PLE ASCE \\'I\D :D leo IJPE MEAN ROOF :,IT ~ 30 FT GABLE VERT = 24" OC_ SP #J "T" REI\!F'OR MEMHER SIE = 2X4 "T" BRAn: I :ASE (FRO\.\ MJOVE) = 10% = uo L:11 2X4 "C :E LE\GTH = 6 7" MAXIMtM "T \!FORCED GABLE VERTICAL LENGTH _ 1.10xC'7" 7':J' _~ ~-- -- CARLE DETAH FOR ,1':T IN VLHTICAl.s TOE'<AIL 2X4"T" REINFORCI:\G Mf.MBER THIS DETA]L IS TO BE LSLLl WilE}; CO:-lTL'HJOLJS LATERAL RRACI\G (CLB IS SPLCWIED ON AN ALPiNE TRUSS DESIG.'\ BUT A\ ALTrX\ATIVF WEB BRACIKG \IF.TIJOD IS DESIRF.D \0'1'1:;3 THIS DETAIL IS OKLY APPLICABLE: FOR CIlA:\GJNG THE SPEClfIF.D CLB SHOW\J O\J SINGLF. PL'r" :::EALED DF.SIGKS TO T-BRACIJ\G OR SCAD DRACI\JG ALTERNATIV!:.: BRACING SPEClnED Ii\" CHART BELOW MAY Br.: COKSERVATIVE fOR :MINL\lCM ALTERNATIVE: BRACING RE RUN DESIG\ WITH APl'lWPRL-I.TF. BRACIKG -- -. WEB MEMBER SPECIFIED CLD Al.TF.RI\ATIVE BR.AClNG SlZ[ BRAClfl<G T OH L-GRAeF. SCAD BRACE ~---- I 2X~1 OR 2X4 I ROW 2X4 1-2X4 ! 2X3 OR 2X4 2 ROWS 2X6 2-2X4 ~-- 2X6 1 HOW 2X4 1-2X6 2X6 2 HaWS 2X6 2-2X-1(*) - 2X8 1 ROW 2X6 1-2X8 2X8 2 HaWS 2X6 2-2X6(*) -- T-BRACf., L. BRACE AND SCi\B BRACE TO BE SA:vIE SPECIES AND GRADF. OR !::lETTER THAl\ IV!::)) MEMBER lNLSSS SPECIFIED OTIJF.RWISE 0.\ E~GINEEr(S SEALED DE3IG\ (*) CEI\TER SCAB 0\ WIDE FACF. OF WEB APPLY (1) SCAB TO EACH FACE CF WEB ALPINE ~ ITWSUlLlllNG COMPONENTS GROUP, INC. POMPAt.CI BEACH, FLORIDA L NG APPLY TO E;lTHER SIDE OF WEB NARROW F'AC~ ATTACH WITH lOd BOX OR GUN (O.12S"x 3,".MIN) NAILS AT 6" o.c: BRACE IS A MI:-J1MLM 80~ OF' iVEH MEMBER LENGTH T- TJRAC1NG OR L- BRACiNG APPLY SCABI;:;) TO WIDE FACE: OF WEB NO MORE TJ-JAN (1) SCAB PEH fACE ATTACH WITH lOd BOX OR GL;\ (0 128"x ~1.",\1l!\) NAILS .\T 6" O,C. BRACE 12 A MH";l\HJM eo% OF WEB \tE\lBER J.,f,KGTH SCAD IJR~C , I 1 I_O~': I' , 'I SCAB fmACt: I F' ) // i-~ I , - =-+= L -. -- THIS DRAWING HEPLACES DRAWING ~)79,640 - TC LL PSF REF CLB SLBST. TC DL PSt' DATE 2/23/07 HC DL G BRCLHSLB0207 - - BC l.L Ml.H /KAR TO'1' L.lJ DLR. FAC -- SPACING T-l:JHACE T-BRACE OR L- BRACE L-BRACE LB ! ' ., LC ~ K L.J R E B TIT ~ T..1 i, " 10 City of Wheat Ridge Community Development Department Building Inspection Division -'-~" WH[,q;- 1>...- '- 0 - C"l () fT1 COLORPSP Plan Review Notes 1 st Review 1/1 7/07 Joann Fores 4595 Ingalls Street Wheat Ridge, CO 80033 A review of your submittal documents for City of Wheat Ridge Plan #08-0008 for a new roof structure at 4595 Ingalls Street, Wheat Ridge, CO, 80033 was conducted and the following notes, corrections and clarifications are hereby attached to and indicated on the submitted plans: 1. Provide detailed truss layout at time of framing inspection. 2. Provide ventilation as required by IRC 2003 Section 806. (Minimum 9.62sf, 4.81 sf if combined soffit at upper roof venting) 3. Lateral bracing and uplift protection are required in accordance with engineered truss profile drawings. 4. Ice and water shield is required at roof eaves to two feet inside exterior wall line. 5. All roof shingles shall be fastened with six nails per shingle and a mid-roof inspection is required. The submitted plans are hereby APPROVED subject to above notes, corrections and clarifications. C humacher, Jr., CBO Chief Building Official City of Wheat Ridge Building Department 7500 W. 29'h Avenue Wheat Ridge, CO 80033 Office (303) 235-2853 Fax (303) 235-2857 1 2X BLOCKING BET~EEN RAFTERS NE~ ROOF TRUSSES TRIM TAILS OFF EXISTING T AILS OF RAFTERS. H2.5A TRUSS A TT ACHMENT CS18 STRAP AT 4'-0' D.C. AND \v'ITHIN 1'-0' EACH CORNER, STRAP TO EXTEND OVER TOP OF PLATES, FILL ALL NAIL HOLE S. DOUBLE TOP PLATE I If 2X8 CEILING JOISTS (EXISTING) TOE NAIL BLOCKING TO TOP PLA TES \v' /16cl NAILS TOE NAILED @ 8' D.C. o FRAME WALL SECTION 3/4ft = "-0" VfJJff f~f)~~~ R~V/~ 55' 6' - ROOF TRUSSES @ 24' O.C. MAX. ._-~- --.- - -,~_.- ..- .--------------.-- ------~~---- -----'- -- -- -- -- -- - - -- -- -- -- -- -- -- - -- -- -- -- -- -- - - - -- -- -- -- -- -- -- I- -- -- -- -- - -- -- -- -- -- r-- - r-- - r-- -- -- -- '-- - -- -- -- - -- f-- - f-- - -- -- -- -, I I I I I I I I I I i I I I I I I I I I I I I I .. I 0 -..- I I I ~ C\J I I I I I -~--~--~-- ,-. . - - .__._._"._~ -.. ----- I I I I I I (2) H2.5A I I CLIPS; ONE ON I EA. SIDE OF ~ I -- f- - -- ~BL ~LATES _ f- _ - - - - - - 1 I I I - r-- -- -- -- f-- - -- -- -- I I I I (2) H2.5A I I I CLIPS, ONE ON I EA. SIDE OF ~ I L L DBL. PLATES -~ - -- -- - -.- f-- - i-- - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- i-- - f-- - -- -- -- -- -- -- - - -- -- -- -- -- -- -- L__.......... '"---~._..__.. - --.. .. I - I ~ i -- f- - -- -- - - f- - - - - -- - - - I I-- - - - - -- -- -- - -- -- I L...---.. __ --..-,-.-.-.- ----- .......- ---- .-".- ~- . .. .. o ~ (\J .. ..... ~ STRUCTURAL DRAWING GENERAL NOTES 1) GENERAL A. REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. DO NOT SCALE THE STRUCTURAL CONTRACT DOCUMENTS. B. ALL REFERENCES TO CODES, STANDARDS; AND SPECIFICATIONS SHALL MEAN THE LATEST VERSION OF THE REFERENCED MATERIAL PUBLISHED AT THE DATE OF TAKING BIDS, UNLESS STATED OTHERWISE. C. WHERE DISCREPANCIES OCCUR BETWEEN PLANS. DETAILS. GENERAL NOTES, AND SPECIFICA TIONS. THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. D. fIELD ALTERATIONS OF ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED WITHOUT APPRO V AL FROM THE ARCHITECT/ENGINEER. 2) DISCOVERY A. DURING CONSTRUCTION. THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS, WHICH ARE NOT NOW KNO'WN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. 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 BUILDING. B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER or ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE INTEGRITY OF THE BUILDING PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. 3) LIVE LOADS USED IN DESIGN A. ROOF . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . 30 PSF B. FLOORS AND INTERIOR STAIRS . . . . . . , , . . . . . . . 50 PSF C. EXTERIOR BALCONIES . . . . . . . . . . . 60 PSF D. WIND (V:3S) ........................,... 110 MPH. EXP. C E. SEISMIC USE GROUP . . . . . . . . . . . . . . . . . . . . . . GROUP B 4) DESIGN CODES A. ACI BUILDING CODE (1999) B. AISC STEEL CONSTRUCTION MANUAL (NINTH EDITION) C. IBC - 2003 EDITION 6) CONCRETE A. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A MINIMUM Of 2,250 PSI COMPRESSIVE STRENGTH IN 7 DAYS AND A MINIMUM Of 3,000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. B. ALL CONCRETE SHALL BE TYPE II, SULFATE RESISTIVE. C. ALL REINFORCING BARS SHALL BE ASl\4 A615-GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. D. CONCRETE PROTECTION FOR REINFORCEMENT (UNLESS OTHERWISE NOTED) 1. CONCRETE POURED AGAINST EARTH . . . . . . . 3" 2. CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER: o. #5 BARS OR SMALLER. . . . . . . . . . . . . . . . . . 1 1/2" b. BARS LARGER THAN #5. . . . . . . . . . . . . . . . . 2" 3. SLABS.............................. 3/4" E. NO SPLICES Of REINFORCEMENT SHALL BE MADE AND NO WELDING TO REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM Of 36 BAR DIAMETERS. WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL LAP PLUS 2" AT SIDE AND END LAPS, BUT NOT LESS THAN 6" AND SHALL BE WIRED TOGETHER. MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. F. PROVIDE 2-#5 BARS, ONE EACH FACE, WITH 2'-0" PROJECTION ON ALL SIDES AROUND OPENINGS IN CONCRETE. G. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-99, SPECIFlCA TlONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. H. ALL CONCRETE SLABS SHALL BE ISOLA TED FROM FOUNDATIONS WALLS, STEEL COLUMNS AND UTILITY LINES AS SPECIFlED ON PLANS OR DETAILS. 7) .WQQD. A. ALL WOOD FOR STRUCTURAL FRAMING SHALL BE HEM-FIR VISUALLY GRADED PER "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCTS ASSOCI A TlON. EXCEPTIONS NOTED ON DRAWINGS. ALL DIMENSIONAL LUMBER SHALL BE S4S USED AT MOISTURE CONTENT = 19X MAX. FINGER JOINTED MATERIAL WILL NOT BE PERMITTED. 1. WOOD STUDS: o. 2" TO 4" THICK, 4" WIDE. . . . . . . . . . . . . . . . STUD GRADE b. 2" TO 4" THICK, 6" AND WIDER ........... NO.2 OR BETTER 2. WOOD HEADERS AND BEAMS: o. 2" TO 4" THICK, 6" AND WIDER ........... NO. 2 OR BETTER (U.O.N.) 3. BEAMS AND STRINGERS ................... NO. 1 OR BETTER 4. POSTS AND TIMBERS .................... NO. 1 OR BETTER B. TIMBER CONNECTORS CALLED FOR ON THE ORA WINGS ARE AS MANUFACTURED BY SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS MAYBE USED IF THE LOAD CAPACITY IS EQUAL TO OR GREATER THAN THE CONNECTOR SPECIFIED. USE MANUFACTURER'S FURNISHED NAILS AND BOLTS. C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IRC TABLE R602.3(1) - FASTENER SCHEDULE FOR STRUCTURAL MEMBERS, UNLESS OTHERWISE NOTED. D. FLOOR JOISTS SHALL BE AS INDICA TED ON PLANS. E. FLOOR SHEATHING SHALL BE 3/4" COX T&:G 48/24 PLYWOOD OR 23/32" GRADE 2-M-W ORIENTED STRAND BOARD (OSB). GLUE AND NAIL WITH ad COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. APPL Y WOOD GLUE NO FARTHER AHEAD THAN WILL BE IMMEDIA TEL Y NAILED. F. ROOF SHEATHING SHALL BE 1/2" COX 32/16 PLYWOOD OR 1/2" GRADE 2-M-W ORIENTED STRAND BOARD (OSB) NAILED WITH 8d COMMON NAILS ACCORDING TO DETAIL AND SCHEDULE BEL6w: 4 :.r:~1-L 11 t F:. FT. ~NCLUDING 1 FT. I I I I OVERH NG) I I I I I I I I I CD I I I I I I I I I 5) FOUNDA nONSl A. fOOTING DESIGN BASED ON IRC ALLOWABLE SOIL BEARING CAPACITY. AN OPEN HOLE OBSERVATION IS REQUIRED AFTER THE EXCAVATION FOR THE FOUNDA TlON WALL IS COMPLETED. B. FOOTINGS DESIGNED FOR: 1. MAXIMUM BEARING PRESSURE - 1000 PSf C. A QUALIFIED ENGINEER SHALL INSPECT THE EXCAVATIONS TO VERIFY BEARING MATERIAL PRIOR TO PLACING CONCRETE. D. SLABS ON GRADE SHOULD THE OWNER ELECT TO ACCEPT THE RISKS OF EXPANSIVE/CONSOLIDATING SOILS AND THE EFFECTS THEY MAY HAVE ON SLABS, THE FOLLOWING HAVE BEEN SHOWN TO BE HELPFUL WHEN CONSTRUCTING SLABS. SLABS SHOULD BEAR ON UNDISTURBED NATURAL SOILS, OR ON PROPERLY CONDITIONS AND RECOMP ACTED MATERIALS, AS OPPOSED TO GRAVEL OR OTHER MA TERIALS WHICH MAY ALLOW THE MIGRATION Of WATER BELOW THE SLABS. IF THE ON-SITE SOILS ARE NOT ACCEPTABLE, IT IS PREFERABLE TO BEAR SLABS ON NON-EXPANSIVE IMPORTED MATERIALS WHICH ARE NOT HIGHLY GRANULAR. THIS WILL MINIMIZE THE TRANFER AND RETENTION Of WATER BELOW THE SLAB. MATERIALS WITH A LIQUID LIMIT BELOW 30 AND PLASTICITY INDEX LESS THAN 15 ARE PREfER ED. SLABS SHALL BE ISOLA TED FROM FOUNDATION COMPONENTS BY SLIP JOINTS CONSTRUCTED TO ALLOW THE INDEPENDENT MOVEMENT OF THE SLAB. LABS SHALL ALSO BE SEPARATED FROM ANY UTILITY COMPONENTS BY ISOLATION JOINTS. MECHANICAL EQUIPMENT RESTING ON SLABS MUST BE FITTED WITH EXP AND ABLE / COlLAPSIBLE SECTIONS IN ORDER TO ALLOW MOVEMENT OF THE SLAB WITHOUT DAMAGE TO THE EQUIPMENT OR TO THE STRUCTURE. NON-BEARING PARTITION WALLS MUST BE CONSTRUCTED WITH A MINIMUM OF 1 )2'" Of fLOAT TO ALLOW FOR MOVEMENT OF THE SLAB WITHOUT DAMAGING ANY PART OF THE STRUCTURE. ALL DOORS SHALL BE CONSTRUCTED WITH AT LEAST A 1 INCH GAP AT FLOOR LEVEL IT IS THE OWNER'S RESPONSIBILITY TO MONITOR AND MAINTAIN ALL FLOATS AND GAPS AS NECESSARY. NAILS PANEL LOCATION ROOf FASTENING ZONE 123 fostening Schedule (inches an center) 6 6 4 12 6 6 8d 8d PANEL EDGES PANEL FlELD IF SOUE MOVEMENT Of A SLAB IS NOT ACCEPTABLE FINISHED ROOM AREAS SHOULD BE CONSTRUCTED UTILIZING A STRUCTURAL FLOOR SYSTEM OVER A CRAWL SPACE RATHER THAN A SLAB E. COMPACTION AND BACKFILL SITE PREPARATION PROCEDURES SHOULD BE PERFORMED SUCH THAT THE POTENTIAL FOR STANDING AND PONDING WATER AREOUND THE SITE IS MINIMIZED. BACKFILL PLACED AROUND THE FOUNDATION WALLS SHOULD BE METHODICALLY COUP ACTED TO HELP REDUCE SETTLEMENT AFTER COMPLETION OF THE CONSTRUCTION. THE TOP ONE fOOT OF THE BACKFILL MATERIAL MUST BE RELA TlVEL Y IMPERVIOUS. THE ON-SITE SOILS, EXCLUSIVE OF TOPSOIL AND ORGANICS ARE SUITABLE FOR USE AS BACKFILL. F. 00 NOT PLACE BACKFILL AGAINST FOUNDATION UNTIL CONCRETE HAS CURED AND fOUNDATION ADEQUA TEL Y SHORED. G. ~F"i D~~~ A A U R NDING THE STRUCTURE SHOULD BE GRADED SO AS TO PROVIDE ADEQUATE DRAINAGE A WA Y FROM THE STRUCTURE, THIS IS TYPICALLY ACCOMPLISHED BY UTILIZING A 10 PERCENT (12 INCHES IN 10 FEET) SLOPE DOWN AND A WA Y FROM THE FOUNDATION. LOW SPOTS SHOULD BE fiLLED IN ORDER TO PREVENT ACCUMULATION AND PONDING Of WATER NEAR THE STRUCTURE. ROOf fASTENING ZONES G. EXTERIOR WALL SHEATHING SHALL BE 7/16" COX 24/0 PLYWOOD OR 7/16" GRADE 2-M-W ORIENTED STRAND BOARD (OSB) ATTACHED WITH 8d NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE. H. MICROLAMS SHALL BE AS MANUFACTURED BY TRUS-JOIST CORPORATION. BOISE, IDAHO. OR APPROVED EQUAL Fb = 2,600 PSI Fv - 285 PSI E = 1,900,000 PSI 8) STRUCTURAL STEEL A. STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING MIN. YIELD STRENGTH AND ASTM SPEClflCA nONS: o. W STEEL SHAPES 50 KSI A-972 b. STEEL PLATES AND BARS 36 KSI A-36 c. ANCHOR BOLTS 36 KSI A-307, GRADE C d. HEADED STUD ANCHORS 50 KSI A-l08 B. STRUCTURAL STEEL MEMBERS SHALL BE FABRICATED, DETAILED AND ERECTED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICA TIONS AND CODE OF STANDARD PRACTICE. C. BOLTS fOR STEEL BEAU AND COLUMN CONNECTIONS WHALL BE 3/4" DIAMETER ASTM A-325-N HIGH-STRENGTH BOLTS, UNLESS OTHERWISE NOTED. D. WELDING SHALL CONFORM TO THE ANSI/AWS DU STRUCTURAL WELDING CODE, LA TEST EDITION. ELECTRODES SHALL BE E70 SERIES. 9) TEMPORARY BRACING A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION MEANS AND/OR SEQUENCING. THE DESIGN AND INST ALLA TION OF ANY REQUIRED TEMPORARY BRACING SHALL BE BY THE CONTRACTOR. of r it: T, IS allce of a permit Of ions sn not be a permit for, or an Iny of the provisions of the building code or Permits presuming to give authority to violate or cod\;':) Of other ordinances the REFER TO THE ARCHITECTURAL DOCUMENTS FOR ALL DIMENSIONS NOT SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS. DO NOT SCALE THE STRUCTURAL CONTRACT DOCUMENTS. ALL REFERENCES TO CODES. STANDARDS. AND SPECIFICATIONS SHALL MEAN THE LATEST VERSION OF THE REFERENCED MATERIAL PUBLISHED AT THE DATE OF TAKING BIDS. UNLESS STATED OTHERWISE. WHERE DISCREPANCIES OCCUR BETWEEN PLANS. DET AILS1 GENERAL NOTES, AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. FIELD ALTERATIONS OF ANY STRUCTURAL MEMBER SHALL NOT BE EXECUTED WITHOUT APPROVAL FROM THE ARCHITECT /ENGINEER. DURING CONSTRUCTION. THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS. WHICH ARE NOT NOW KNOWN DR ARE AT V ARIANCE 'WITH PROJECT DOCUMENT A TION. SUCH CONDITIONS MAY INTERFERE 'WITH NEW CONSTRUCTION OR REQUIRE PROTECTION AND/OR SUPPORT OF EXISTING WORK DURING CONSTRUCTION, DR MAY CONSIST OF DAMAGE OR DETERIORATION TO STRUCTURAL MATERIALS OR COMPONENTS WHICH COULD JEOPARDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES HE BELIEVES MAY INTERFERE WITH PROPER EXECUTION OF THE WORK OR JEOPARDIZE THE INTEGRITY OF THE BUILDING PRIOR TO PROCEEDING WITH WORK RELATED TO SUCH DISCOVERIES. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY ERRORS. OR DISCREPANCIES FROM INFORMATION SHOWN ON THESE PLANS PRIOR TO MAKING ADJUSTMENTS AND/OR PROCEEDING WITH CONSTRUCTION. E6 ENGINEERING. LLC SHALL NOT HAVE CONTROL OR CHARGE OF I NOR BE RESPONSIBLE FOR, THE CONSTRUCTION MEANS. METHODS. TECHNIQUES, SEQUENCES OR PROCEDURES, SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THIS CONSTRUCTION. IT IS E6 ENGINEERING. LLC'S INTENT THAT THIS CONSTRUCTION BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF WORK. ALL ITEMS OF THIS CONSTRUCTION ARE TO BE COMPLETED IN A 'WORKMAN-LIKE MANNER AND IN ACCORDANCE 'WITH MODERN CONSTRUCTION PRACTICES. DO NOT SCALE DRA'WINGS. LAYOUT ALL WORK BY REFERRING TO DIMENSIONS AND NOTES SHo'WN ON THESE PLANS. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION MEANS AND/OR SEQUENCING, THE DESIGN AND INSTALLATION OF ANY REQUIRED TEMPORARY BRACING SHALL BE BY THE CONTRACTOR. ROOF FRAMING PLAN 1/4" .. 1'-0" Plan ~()~~ u z iX LiJ LiJ Z (3 ~ ~ 'vi (lJ (lJ ~N 6- ~~ ! ~ 0 ;.:. ~ ~ ~ ~ .~ .~ ~ ~ ~ J;~....~ ,.... v CL l1. W ~ U Z ~ Q ~ ~ ~ r./)~ ~~ ~~ r:/l r./)~ ~~ ~~ o ~ ~ ~ o ~ o C\ <~ 0:: o --1 o U W <.:> o C2 t- <( W :r: 3: tr) 0\ tr) ~ PROJECTNUMBER 07-0748.01 ISSUE DA TE 1-7-08 DESIGN/ORA WN SLE/SLE CHECK: SLE 51.0 CONSTUCTION DETAILS ~"'C"""""""'l'~"''"''''''''f''''''.''''''"'~~'''''''''''"'''''"''"'''''''''~'''~",",,'',''~',m'',,''''''~'~'''''''''''''''''''''.",,,.~.,,,,,,,,,,,,,,.,,~,,,,,,,,,,.,,,,,,,,,,,,,,",,,,.,,,,,,,,.,",,, ,,,~,J, H~ City of Wheat Ridge Residential Demoliti PERMIT - 080029 PERMIT NO: JOB ADDRESS: DESCRIPTION: 080029 4595 INGALLS ST demo of existing roof ISSUED: EXPIRES: structure 01/10/2008 07/08/2008 *** CONTACTS *** owner 303/257-5224 Joan Flores .. PARCEL INFO ZONE CODE: SUBDIVISION: .. UA 0379 USE: BLOCK/LOT#: UA 0/ Demolition Fee Total Valuation ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES 50.00 .00 50.00 4,000.00 .. FEE SUMMARY.. Comments: subject to field inspection I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applic tian and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other appli e Wheat Ridge Ordinances, for work under this permit. Plans sUbject to field inspection. tft.. ~ / 7- IJr of contractor/owner date 1. is 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 of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit, 4, . No work of any mannersball 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 or any other ordinance, law, rule or regulation. All plan review is subject to ie inspections. Signature of Chief Building date INSPECTION REQUEST INS, (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Division 7500 W 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 . Fax: 303-235-2857 Inspection Line: 303-234-5933 Dafe: Plan#: Permif #: "."., A""" ~ ~ ~~i:"'J" Property Owner (please print): eo . - Phone 1;/3, '2~1'S 2').~ ~ Mailing Address: (if different than property address) A""" 15q~~IS d City, State, Zip e",,- 'fl , en. <6'd? j'~ Contractor '0"-(jC'A;s,.y1 ~)^s)kJ (~ Contractor License #: Phone: Sub Contractors: Electrical City License #: Company: Plumbing City License #: Company Mechanical City License #: Company: Exp. Date: Approval: Exp. Date: Approval: /JeW roof Exp. Date: Approval: / Use of space (description) (Description of work: ~ ~t /~Oi Crk;f51?/;!J) -eO cu,,, ~~" Construction Value: $ (as calculated per the Suil Plan Review (due at time of submittal): $ CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) E!ill:!! NAME: SIGNATURE: Date: ,~ sj ~~ "~ ~ ~ Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify thai the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of VVheat 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 thaI I assume full responsibility for compliance with the Wheat Ridge Building Code (t.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS. Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer FIRE DEPARTMENT:: 0 approved wi comments 0 disapproved 0 no review required I Bldg Valuation: $ OCCUPANCY . 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: 11627 Date: 12/26/2000 Property Owner: Property Address: 4595 INGALLS ST Contractor License No, : 17152 Company: Precise Plumbing Phone: 421-0835 Phone: 534 0881 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: (OWNER)(CONTRACTOR) SIGNED DATE Total: $498.00 $23,50 $0,00 $0,00 $23,50 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 ordinances, for work under this permit. Use: Description: REPLACE WATER HEATER, READY FOR INSPECTION BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft: 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: (4) (5) (5) 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. 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 day's. 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. 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 proceedling with successive phases of 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 bu' . gcodesor ny other ordinance, law, rule or regulation. (1) (2) (3) C DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION. 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: Propel1y Owner: Propel1y Address: '17~ 7' S h'7}1''':< ~ 9t, Contractor License No,: / 7/ >2. Company: jJr~c-/5~ //..-'" fr"',. .:z;. c.- Phone: 7';)./~ C"t-"'35~ 1-'$.-3) Phone: 5'.Yf"-o i-.../ - / OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: '19' 3'" - Permit Fee: :J. 3. S"' c' Use Tax: /SP"'/'S fT:>.0>., I hereby cendy that tt'le ,ltCade: distances proPOSed DY this permrt apPlication .r. accurate. ancl do not vIolate IPPlIcable Ol"O,n.nces. rule. or reguaauons of the City ot Wheat Ridge or covenants. easements or restnc:tions of r.cont that aU measurements shown. ana adegabOn. ,.",..,. are aCCUr2te: tnall have read and agree to atilde by aU conditions pnnted on this applICation. and lIlal I assume fuU resllO/lSlllilily for CO/llIIlUlnc8 _ lIle Wheat Ridge Building Code (U,B,C,) and aU otner applicable ~ Ridge ""'mancos, for werle under tIl.s permit. (OWNER)(CONTRACTOR) ~IGNED~ '~'l"./~ DATE . Descnption: r-e/,.4ce t.;'f.-t'",.. /!.,~~r / r~,;L07 ?'c>r ;'~~"<~'o'" Total: ~ j :s- 0 BUILDING DEPARTMENT USE ONLY :.(0:,1 . .., 't -.;' Approval: Zoning: ~ SliJ'JP.--~il!..l...lJi.~J:;. Approval: '. PubtJG:Wltri"dt:.~I~dl*D~ Approval: Occupancy: Walls: Roof: Stories: Residential Units : Electncal License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: 3 (P.'is~ulriKl~ Expiration Date: Approval: ~ ;' PIIha ~ulntd,- .J Expiration Dale: Approval: .. f~~UkR;a (11 12) (3) This ,DenM was ISSUed Jt1 .c:cora.nc:e wnn me l)tOYlSaOnS SeI b1rllf"l yoout 'DPIICabon ancs IS SUOfeClIID "" .... oIlhe S"1a of eo.otadO ana lID the Zoning Regulations ana BulJdlng COde of \'Vheaf RIdoe. COlot;lCJO Of' any ocner IDOIGbte oralNlnces 0' tn. City. This permit s"aJl upn rt fA} tne wont IUtnOtUlG 11 not COmmenc:ecl wruun I1XtV (60) day. IrDm ISSUI Cllte Of fS} the buitdJng lurnonzea IlIU:IPII1ded or ,bandonea 'or a DenOO at , 20 dayl. " UUI pennrt aXDlles. . new pemvt may De KQuneJ fOr I t.. 01 on.."." lie amount normally reound. PtO'Med no change. nave DMn Ol will De mICII '" Ihe onganal plans Ind soeofic:;1oons ana any SUSDeftIIOn Of lDancronment n.s not IXc::eeoeG one (1 J 'I'.. "ChMQelI,. rnaa. or if IUspeftIIOII Of IDal~.nIl.oK exc:eeas one 11) yeat. fuH tees anal be oalG fOr. new oenM. No worx of any manner snail De dOne Nt WIll CI'l.. the nlturallSow at WI. caUSlnq .. (2"'''''91 J)f'Otltem. Connc:tor snaIl noUfy tne Bulldlng InsDeCtOl" !Wanty.tour (24) nours In lav.nee tot 'II Inlpecoon. and Iftd tlClMt wnften ,,,prowl on Jt1.0ec:u0n CItD Defore proceeall"q WI[n SucceSSIVe ONIHS ot me ,oc. The ISsuanee of a oenM Of' trle .pproy" Of drawtngs Ina soeol\eatlOns snail not De ecnstnJea to De J penm for, nor an IPProvIl 01. any YJOtaDOn of 1M Pf'O'MIOM at trle OUllolnq OO<les or Iny Olner orolnlnc::e. law. n.J;e Of '1t9u&allOn. . (') 151 (5) Chief BUilding Inspector For Mayor THIS PERMIT VALID ONL.Y WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~~'~""1!""",...""m'''''~'.'"'''~'.~'<~''~''''''"<'"'''''MrJ~~...w<~-,""""",_."",-"',,, ',~ 1)EP;8~~ OF fn.ANNING AND DEVELOPMENT Building Permit Number: 95-1929 udil._NS"I!CTION PMSfQtf - 235-2855 <", ct1Y OF WHEAT RIDGE Date : 9125/95 . 1$00 WEST2ent AVENUE , wHSATRIDGE. CO 80215 ,..... .;...... .. .... , ~ OWner: FLO~ES PEDRO L Property Address : 4595 INGALLS ST Con~ License No,: 18167 Company: G & H Electric Co, Phone: 421-083$ Phone: 424 1200 '..... .... '.' '. .....'. 6WNeRlc~C~$GNAruRE OF UNDERSTANDING AND AGREEMENT '.L.~. ce< S....t/l.. ...<t/lI!t.,r...c:k. .dIellIilcell.. '..PIl>POI8d.~.L sptll\'1ll. 1I!lI1lcaI1on.areaccu. nlle. 1i1d.(jo nQI' . ...... ...~.'.ur ..llftt:w-CIlyofWllelllRklueor CO'II\I1Il1111'.' '.. <t.!Ilt___I8'llf~;UlalIl.r.~llhoo!m..'tIdlllJjgdons !t\d .aurtll!l. l,"~. 108bIdI:' bv.. ootidlIIcnt P<li1led QI1thls ~lIlIlClli;~N"", .' .'<' ' . f<1r, " cewllhlheWhllllfRi(lgeBulIdlng ~(U.B'c.)~, ..~~. , ... Wllrl<uniJerlhlli~/ (myt'lER)(~R)$lGIilE DATE~ Oescriptlon : ,. . Construction Value : Pem1lt.Fee : Plan RevieW Fee ; UseTax: Total : $150.00 $25:00 $0.00 $2,25 $27.25 BUILDING DEPARTMENT USE ONLY Appi'Ollal : Occupancy : Walls: Roof: Stories : Residenllal UmitS ; . ElEictrical LIcer1S$ No Company: " Plumbing License No ; Company: expiratiOn Data : Approval: . . Expiration Date : Approval : . Expiration Data ; Approval: ,',.'>::h',"',:'.,i'..) m _J:l'l!i==...~.-:rolttj~~~~d:Iv~-llfll1s-\lfColoiilliimcfI/)1!io~ : .~"=~::~'=:::=="::=:=::'':::k1111s .~(~~=-.,::'~'F-MlclMlOII\lhU not_one (1) ysor, lfdlNl_.... mIoleilrW"'llP1, "",orOblllldct-~ !:l M:I~~~~~:-~~~=~~~:rs-s_~,",~ca~~ (e)~":~1It'. ~~and""",,"""__ notb,..:onolnMldlobupllIlIlitfor, n(".n~"'. ony~ ","'pIlM8Iono ~._.- itisPiERwr VALID ONI.YVMENSlGNI;l)IlY THE CHIEF BUILDING INSPECTOR . CALL:23f SlI3U4HOURSPRtOR TO INSPEcnON . . Ir~~]) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Application Number: Date: 09/25195 Property Owner: Property Address, Contractor License No, ' Company: PEDRO FLORES 4595 INGALLS STREET 18167 Phone: 421-0835 G & H ELECTRIC CO. 474-7200 Phone: 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 covel1ants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and agree to abide by ail conditions printed on this . application, and that I assume full responsibllitY,for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable VYheat ~Idge ord,mances. for W_~k under this permit. (OWNER)(CONTRACTOR) SIGNED 1'll'--U---< V P ^"-. ':) "") DATE09/25195 , Description: REPLACE RISER-OLD ONE TORN DOWN BY SNOWSTORM. Construction Value: 150.00 Permit Fee: 25.00 Use Tax: 2.25 Total: 27.25 BUILDING DEPARTMENT USE ONLY "l)lt~jDmJlen~; Approval: Zoning: RmI7IIWh\1'!n.-":' 'antj;;, ~BI!l,~, "",", Approval: ~1l!!i!:.W:~It~,li?mm!!!,~:. Approval: Occupancy: Walls Roof, Stories: Residential Units: Electrical License No: 9R Company: G & H ELECTRIC CO. 410'; HARLAN ST. WHEAT RIDGE Expiration Date: 02/28/97 Approval: .J~Blitgjrllid,," "j Plumbing License No : Company, Expiration Date' Approval, Plans Required Mechanical License No : Company: Expiration Date: Approval: I ~ 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. Coloraao or any other applicable ordinances of the City. This permit shaH expire If (A) the work authorized IS not ccmmenced wlthm SIXty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a period of 120 days If this permit expires, a new permit may oe aCQuired for a "ee 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 aoandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year. full fees shall be oald for a new perm:1 No worK of any manner shall .be done that will change the "Iatural 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 of tne Job The issuance of a permit or the approval of drawings and soecifications 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 re-gulatlon (1) (2) (3) (4) (5) (6) 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 '".,.""",JI,;.~""'1',"'""".,-,~.~".,,,,~.,N'~"'''"''"'''''''' ._,,..,L.,,,~.,.,..~'>lO!',,,",,~"""""~ ...,.~~ Bu,"~_~.. ::. ,. if 29TH A~NUE ~" RtDGE, CO 80215 ',......,,;;. Property OWner: FLORES PEDRO L Property Addf'll$$: 4595 INGALLS ST Contraclor License No" : Company : PhOhe :" Phone : ~ONtRACIOM SIGNA1'URE OF UNDERSTANDING AND AGREEMENT ConstrucllOf'l Value : ~~~.W1~:':~~~W==:' Permit Fee: ~,," ". "",, "Ili".I~..lIfrtocOld;lhatilllmeuu_...ltown,8Ild~s Plan Re\Ilew Fee: ......." . l:tlla(I~:_8IldE. "'. to ab/llIlbyllll collCl\tiC!n8~"" thia lljl)olll~ll\,__t~"'=""",,.""" " f(lftOll1Pn.{\(l8_lIl8'" ~8u1ldlng UseTax: COcIti(tf.B,C~""!I.Olh.(apJlII\ . · .'. Oldl, rWOl1<u::;rft'- Total: De$C1'iption : BUILD 1 16'OECK IN FRONT OF HOUSE CONNECTING 2 PORCHES $800:00 $21.00 SO.OO ~16.00 $37.00 BUILDING DEPARTMENT USE ONLY SIC: Sq. Fl : PORCH WILL EXTEND 6' INTO FRONT PFtOPI:RTY (8' ALL~l..E) CANNOTSE ENCLOSED AppR;Jval: OCcupancy : W!llI$: Roof: Stories: Residential Units: .', " Plumbing LicenSe No : Company: Mechanical License No : Company: ExpIr$lion Dale : ApprGV81 : ., expiration Date : Approval: . Exp\~Date : Approval : . :"-::'''{-'- (1,'11\ij ,,' ,," ",,-S~.;otIh1ho ~1181 rO'lI\in~rlppllcalion lIIId IIIU1l1edIo... oiiho"ll ot~ Ot1d\l>thi1or!lri;" " .." 1~"'~f\tIbi,~OfsnyolllOt~..dI.__oIIhoClly, (2) <:::..a~=~i!OIl<8UIhoIlZed" rMlloommeriCsd_n IIxIY (SO) days from Jssus dsteOf (B)1ho IluIIclInjI SIIII1oItZsdIa~or (~) 'WIhlS~~_ Mac:quInld for. ISO of_the _nonnsIIy raqukecj. DIOVided no~_lMIiIn'ar1l'ill"'~iIllho ~" "..""... JI"<I"'""",,""sny__orotion<lolnrnont,,..not exceeded one (l)yeor, 11-' ...~orW"""""'" Of.... _.rnont _.ciniti . ".,....j;IlcIfor.__ ., 1.IIlc>WildIOf..' . 1hoI'" ~lhe_ _ oI_l;8USIng. nInage probISm, 6) -<. .. . .~~IOuf(204)hou''ln__for8llilllpecllollSSnd__''''''',,,,,,,,,,,",onlnopeelloll'''',,,,,,,,,, ~..~.... .. ~_n_-_.;f.'-._.--'---'"'''''' ~Iho_ Of 0Ih0i ,faw,tUMor__. I. d~~. < ing'.~r For Mayor 'Ji'ERMiTVA.t.IOOlIIL Y WHEN ~El)BY TtfIe CHIEF SUlLDIMGllif8PEe1'Oft AND MAYOR (:ALL: 234a33 24 HOUftS PftIOR TO INSPECTION '--- 5.~ \ fjD <-I.,) 7::J ~~-~ ~$;j.~i :~J ~.. ,y.A1ill~~_dt~~*~,,:.:,~:.:~,~mciKmfz',::,,".:.:..:.fu.A@llitl~1~WWzA;._~t,'._:K.W_",;.....:-',:,~~:~-:,}L.@; ~;~j;~~~;~,~:~~~~l\.r~~f~~~~;;+;:~*~1ti,%~J~ j ,,{"-/'~'%m 'lj$'jfMm&~ ~*~m."""b~~~~<: ~~/~'i:-~~'1%<WM: ~,/-,.~W% ; <"f>';~ ~ ~m~'%~"'U@t't mtTh~W%%:~m~~ @~c;'8::;:~Th.. f ~#4~_~ ~tlli ~fr4<::N~__@lli K%L_~l'A%:K~ .~~~N~'Wili1~ r :~~~;~;_ ., .illilS, ~;!:~l !1\~I41l:,. ; :.:$'.;:l'.<}....jg:;:;;:::::::ru.%.w ~%m ~~;Bt'i.w;:~1iM~<:.d:@;::;:m"1:#~.:r..m:jljll j .:~ ..~" j~e:,:~~1,~W0~' -~~ ~%?=0~0~~*~'tP\~~1 :,;:; ; ~ ~ ~?~~ . _ , "7,~,,,ijOO!fW#I!f#j ~'ij _\0"j@,bhAffi,,'!MiW1UWffi~~ ~. .,., _ '., '%-'t~ , ' I ;p.."Y;,,:{f~.."fd>t.~.M>>%'&f.m; ~.~.'.:-~.'-". ".~ Mm~~mmm;';:i~:.":8Nlli~"t.:~::w.,}:tm~,,~%,%,"&';J~.'_..._.,~~., ::;:'.".} ~: i:::: ~~,;;;:'.,::;:m%#'",.@%,,: .' :il 'j?xP~'>/.'0<>#"'.)w:u~>m,.t.t:% ~** $%~n~'W~mlli<:::%m~>>'O,*'~:< ~'",<l"':': i; ~ ~*~&~ till',ii.,I,i!1 ~~~~;;,>~ -~I i iI 'ii" i i iiiiF"l ~11 Ii !i n ~t,:j/; ~ I:.~ I i 1; I I ~& ':!ilii!I.,I~' ii 'I !; II ! ; ;!; !Ii; ;!! ,- ;I! ,I'; ; ; ; ; ; ;1; ;1; If f -- I 'I !j' ~ i ,"l.' ", Ii!',', 'i 'I ,I 'I I I I I 1,1 1'1 I I 'I I I I I I I III I I I" . i i 'I", in i i!' .1 II il il I I Iii I il II I I I ,I I I I I I I I I I I J .' ,i. I ,,' '" '''I 'I 'I 'I 'I I I I I 1'1 1'1 I I I I I I I I I I I I I I I I I I' " ii, n ,il 'I illl il I I II I il Ii I I I I I I I I I I I I I I I I I I ,. ., ~I i,l, HI:il II il II il I I I. I I II Ii I I III I I I I I I I I I I I I I 'j/~ dliil,,1 ,I il II il I I II I il Ii I I I I I I I I I I I I I I I I I ~,i 1 1I1.1!'lill LI. ,I ,I " 1,1 II 1'1 Ii I! I' I I II I I I II I 1 I I .' . . /-.j:J 1'.~ ~Q~~. Builders Square, Deck Design, System Wed May 15 11:48:42 1996 Post Layout for Deck 1 10' 2 5 I 1] ! 1 I , BasePoint' l' 7 - '" , , . .", - '" rl ,- M - cO rl = ill '" - '" cO rl rl ., I -- 10 I 2" .. I i i 1 i ! i I: .i u__ ~6' 1]" i._ . " I , 2" .. :--1 , 7" - ill , --t ,- 10-J '" rl '" cO rl rl Builders Square, Deck Design, System W~d May 15 11:48:42 1996 Deck Layout (j.5J.'1~~ " 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: f&j ('p ttS-e?,J L f' ~~ &'-5 JA/&A//S s-l Phone: '/.2 /e::J~3..) Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT -b Construction Value: -P?" 00. c:rc:Y I hereby certify that the setback distances proposed by this permit application are accurate, p 't F and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or err", ee: 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 resp slbility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicab eat Ridge ordina12:ce for work under this~enp t. A . / Total: 0< DATE g; .7/9? Description: I! It) X- II' .cJ~ ....;.. j-J '7 ~ ~ ,;I ~- BUILDING DEPARTMENT USE ONLY ~/?/t1(,. , . (. { Approval: i~ ~...L IA/"..u. 9+~ rg ~ ~~. ~~ ZOning: '2'<- ('2/ ~,J:,eu '). C~,k{a/vc~~, .. 'J)llir'~'::1';"!1I ~ 'II' t :'11 ~I~ ';7'!.~:_t.ro::j,\'li Approval: ~bllcf~WmDf""-ll...tnflftS~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No . Company: Mechanical License No : Company: Expiration Date: Approval: ..J Plans RAAu!redi.':-J Expiration Date: Approval: j'J P!ai1sRequlred J Expiration Date: Approval: ~ ' p~nB,mqull'iRllffllil 11) 12) 13) This permit was ISSUed In accordance wIth the prOVIsIons set forth In yopur applIcatIon and IS SUbJect to the laws 01 the State of Colorado and to the Zoning RegulatIons and Building COde ot \Nheat Ridge, Coloraao or any other apphcable ordinances of the CIty. This permit shall expIre II (A) the work authOnzed is not commenced wIthin SIXty (60) days from Issue date or (B) the bUlldmg authonzed is suspended or abandonea for a pened 01120 days. 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. No work of any manner shall be done that WIll change the natural flow 01 water causing a aramage problem Contractor shalt notIfy the Building Inspector twenty.four (24) hours m advance for alllnspeclJons aM shall receIve wntten approval on inspectIon card before proceedung W successIVe phases of the lob. The Issuan 0 a per or the approval of draWIngs and specificallons shall not be conslrueo to be a permIt for. nor an approval of any VIolatIon of the provIsIons {)f the bUlldl g des any 0~07Z:::-law. rule or regulatIon ~ lL'J-"or-lC-~- Chief Biding Inspector I For Mayor TH PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (41 15) 161