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Home My WebLink About3061 Union StreetINSPECTION 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 inspectio the following business day PERMIT' / 00"ADDRESS:ZZJOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: �1,� ADDRESS: C � JOB CODE: 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 401 Gasline 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. Z, i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: J� Job Address: Permit Number: C)") I O '-I � ❑ No one available for inspection: Time /PM Re -Inspection required: Yes to When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 1 I J I ,3 Inspecto 'D i DO NOT REMOVE THIS NOTICE M i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �- 1 ? Job Address:��- Permit Number: n6R P (Q� c ❑ No one available for inspection: Time �M Re -Inspection required: Yes When corrections have been made; call for re -inspection at 303-234-5933 Date: 3v/ /_/S Inspector. d DO NOT REMOVE THIS NOTICE *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201800849 PERMIT NO: 201800849 ISSUED: 03/27/2018 JOB ADDRESS: 3061 Union ST EXPIRES: 03/27/2019 JOB DESCRIPTION: Residential reroofing permit remove and install Owens Corning Storm Asphalt Shingles with 36squares. Pitch 4/12. *** CONTACTS *** OWNER (303)905-1100 JOYCE ROBERT J SUB (303)761-6400 J. Bretz 018118 Excel Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 13,610.14 FEES Total Valuation 0.00 Use Tax 285.81 Permit Fee 267.70 ** TOTAL ** 553.51 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201800849 PERMIT NO: 201800849 ISSUED: 03/27/2018 JOB ADDRESS: 3061 Union ST EXPIRES: 03/27/2019 JOB DESCRIPTION: Residential reroofing permit remove and install Owens Corning Storm Asphalt Shingles with 36squares. Pitch 4/12. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2, This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services ce 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 code or anVgrdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11s59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer I'DeV V0 0 From: no-reply@ci.wheatridge.co.us Sent: Tuesday, March 27, 2018 11:14 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) 3061 union st Robert Joyce 303-905-1100 1 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 Field not completed. Yes 21759 contract.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License 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) Excel Roofing, Inc 018118 3037616400 4510 S FEDERAL BLVD Contractor Email Address excel@excelroofing.com Retype Contractor Email excel@excelroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 36 / the entire scope of work: -- Project Value (contract 13610.14 value or cost of ALL materials and labor) l Are you re -decking the No roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or 2 both? (check all that apply) What is the specific pi 4/12 of the PITCHED roo . How many squares are36 part of the PITCHED roof? Describe the roofingOwens Corning Storm materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additiona House detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. 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 James Bretz Email not displaying correctly? View it in your browser. Excel 'roofing 21759 We`re on Top of it xcei ioofin .com 4510 S FEDERAL BLVD ENGLEWOOD CO 80110 303.761.6400 ProposalJCQntract Elate: 3/20/2018 Proposal submitted to: Robert Joyce Address: 3061 Union Street Wheat Ridge, CO 802.15 Phone #: 303-905-1100 Email: joyce1100@msn.com Job Style: 0 We hereby propose to furnish materials and labor necessary for the completion of: ''` I. Installation of the; Owens Corning Duration Storm Limit I e - Class 4 Impact rated asphalt roof system installed per the manufactures recommendatior. Initial here: r: Driftwood A. Provide Workman's Comp and Liability Insurance. (Acord Ins 303-762-1717) nacol ins. B. Obtain building permit from city or county. (cost not included) 1 C. Provide Carbon Monoxide Alarm at start of project. D. Remove all layers of existing roofing, currently has: Z E. Inspect Roof decking; $ 55 per sheet to replace if needed. F. Ensure that all eaves and gables have metal drip edge. Charcoal G. Install New shingle underlayment(s) that meet or exceed code. Synthetic H. Ensure all IFt AC vents are properly flashed & painted. Install & paint new neoprene flasl itkg on all plumbing vent pipes. I. Install asphalt shingles to manufacturer's recommendations with 1'/+ inch galvanized nails, 6 nails per shingle. J. Attic ventilation: Excel Roofing recommends; If. Install matching ridge shingles. L. Final inspection with Project Manager at completion of project and call for final permit inspection. II. Worlananship is guaranteed for Five (5) years. Free transfer to new owner. III. Excel Roofing will clean up, use nail magnet and haul all debris at completion of project. III. .Excel Roofing will wash the roof at completion of project. Additional items: Any and all Unforeseen Code Upgrades, Supplemental items and permit fee will be billed to the insurance company, if it is an insurance claim and the policy allows. Excel Project Manager: Robert Joyce Email: Robert Joyce Phone #: 303-905-11010 :..:cLi ilo,^fins t�'110`rr' i Tc:'} tJf It CxceiRoofing.crtm 2175x3 Ig -=7 li v Exr,, l roofing 21759 ' We're on Top of it x( or -!ing rom. IV. Home and Hoof Options: Cost for removal and replacement of Roof, including all labor and materials. $ 13,610.14 Replace 227 ' of 5" Aluminum 29 ' of 2x3" D/5 Color, lI rr one $ 1,40$.00 Cost to upgrade to a Limited Lifetime Class 4 impact rated shingle initial's forgutter col Cost for additional attic ventilation if needed; $ Cost to replace flat roof area with: Color: N/A r $ _ Cost to add 0 inches of blown in insulation on top of the existing attic insulation, $ _ Cost for any additional items noted on the 1st page of the contract. $ Payment Options: *Please initial next to the payment option of choice* A: Payment using Financing: *Payment plan options, WAC* Amount to be financed $ 15,919.23 *Please note that Excel does not make any additional money on these fees & loan Dealer ## 11,545 ph ## 866-393-0033 12 Month 0% Deferred Interest 60 Months 7.99% interest 120 Months 7.99% interest (:-)1,32.60) (,:3.22.71) Initials initials --Initials- 8: RFt7aI5B: Payment Using Credit Card: Cost of Project if paid by credit card. This price reflects the 3% convenience fee $ 7.5,E+63.f8 initials C: Payment by cash, check or secured funds = $ 15,{118.14 Initials plus permit fee Terms: 100% Payment due upon completion of each phase of work -_ Total Cost does not include City/County Permit fee. According to Colorado law if the services provided are paid through an insurance claim it is illegal for a Contractor to pay the homeowner's deductible in whole or part, also any deposit paid by the Homeowner must be held in trust. The homeowner may cancel this contract at any time prior to construction. If the material has been delivered or the permit has been purchased then the homeowner shall be obligated to pay the delivery and permit costs. The homeowner may also cancel this contract if they are notified that their claim is denied in whole or part. All work to be completed per standard industry practices according to specifications submitted. The homeowner agrees that if any additional work is required to complete the above specifications involving extra cost they will pay these additional charges. All agreements are contingent upon strikes, accidents, or delays beyond our control. Owner agrees to carry regular homeowners insurance. Excel Roofing will not be held liable for any structural movement, settling, cracks in drywall, damage to driveway, or any damage to siding due to the roofing or loading process. Finance charges of 1 h percent per month will be added to any unpaid balance. In the ent collection action is taken to recover payment under this agreement, Excel Roofing, Inc., should be entitled to reasonable collecti n nd ttorney fees and costs Incurred in such action. Excel Roofing's liability insurer is Cincinnati Insurance Company, 6200 S. Gilmore Road,ai "eld, OH 45014-5141. This proposal maybe withdrawn by Excel if not accepted within _7—days. The approximate start date shall be withi 6 days of acceptance of this proposal. Robert Joyce Project ,Alanager DatC: 2 101 Cell Phone # 303-905-1100 303-761-6442 Fax ' Accemance of Contract T'he above price, spe catio acid conditions are satisfactory and are hereby accepted. Excel Roohtig, Inc. is hereby authorized to do the work as spe ` ed d payme t",,' b4, made to Excel Roof g, I11c., as outlined above. Printed Name -"✓^ ride Sig ngture -- { Date E ;e!.'oof is Ex;.,-,Noofincr.tom 2175 an Top, of it 'tge, 2 of 2 Permit#:201400856 Issued: 11/03/2014 Stipulations: 250 sf Detached Shed. This certificate verifies that the building constructed and/ the use proposed of the building and/or premises, 'under t above permit number and on property described below, does compl with the Wheat Ridge Building Code and development standards the zone district in which it is located and may be occupie All other licensing requirements for the City must be met. • # . I Owner: JOYCE ROBERT J 3061 UNION ST WHEAT RIDGE CO 80215 Contractor: For the Following Purpose: Residential Addition * Please 110 011 iI tig t ar � on both sides of this " to plete WI s may not be proce$sed. Property Address* Property Owner (please: print: Phone: � � Property Ow ner Ema il: C Ma iling Addre (if different than property address) Address: C ity, estate, Zip: Arch nglnesr E-m f � r Contractors Contraotors Ci Lic #. Phone. - Contr E-ma Address: Snub Contr a ctors- Electrical: Plumbing: Mechanical: WR City License # W.R. City Lice # WR City License Other City Licensed Seib. Other City Licensed Seib. City License # City License # Complete all information on BOTH sides of this form Building N • Valuation i;� sn a c4c 1, APPROM t. Work shall comply with 2006 IM, IP ", IMC, t ... IFC, 2011 NEC al and any applicable Cily of Whe, Ridge Municipal Codes des :,. \gym: liaridical)par rr JAI Accessible routes shall comply with Chapter ` . / . S1 A 11 , 7 1-2001, r a ryt doorways �,� , .�.... a �. � Re and par �,�d.. `jai' „�'�:Mt`, t,,,.a S'Kmv i+lA`ia3tatn �. � izk .,, s. ., .::; ,, .Z?_... °`�' .. a ccess i ble n -5�. ....... »., �., .,., �".�5�+ rc.: MRr _ , ,..,.:,.r .,�..��:�, :11 r" IF ' w Plumbing elements and fixilities shall comply with Chapter 6 Ceiling systein shall not be used to support walls or partitions (ASCE 7 F :. oi.("� 0 N on-load bearing walls shall a y , � � �� e� L s upported with kicker Maximum 8V' on center to roof deck or floor , r` P o 3 t a 2 BLOCKING - TRIM TO MATCH RIDGE RIDGE STRAP O 4' -0" O.C.: 'SC22 x 4' -0" RIDGE BEAM- SEE PLAN METAL CONNX SEE SCHEDULE ROOF SHEATHING: SEE GEN. NOTES )i GAP BETWEEN NEW AND EXSIT. SHEATHING- BRIDGE WITH ROOFING MATERIALS ONLY PROVIDE 2" GAP WITH I m BETWEEN EXISTING AND NEW STRRUCTURE NOTE: ROOFING AND FLASHING BY OTHERS WOOD JOIST- SEE PLAN Q_ ® RIDGE SCA LE: NONE ABBREVIATIONS A.B. - ANCHOR BOLT ARCH. - ARCHITECTURE B.O. -BOTTOM OF B.O.C. -BOTTOM OF CONCRETE BTWN - BETWEEN B.W.L. - BRACED WALL LINE CLR - CLEARENCE CONC. - CONCRETE CONT. - CONTINUOUS CONNX. - CONNECTION C.J. - CONTROL JOINT DIA. - DIAMETER /DIAGONAL DIMS. - DIMENSIONS DOLE - DOUBLE EA. -EACH E.W. -EACH WAY EL - ELEVATION EMBED - EMBEDMENT EQ. -EQUAL (E) - EXISTING F.F. - FINISHED FLOOR FND. - FOUNDATION GEN. - GENERAL (NOTES) HORIZ. - HORIZONTAL INFO. - INFORMATION JT -JOINT LLV -LONG LEG VERTICAL LLH -LONG LEG HORIZONTAL MAT'L. - MATERIAL MNFR. - MANUFACTURER MAX. - MAXIMUM MIN. - MINIMUM M.I. - MIRROR IMAGE O.C. -ON CENTER(S) P.T. -POST TENSION PROJ. - PROJECTION S.O.G. -SLAB ON GRADE Td:B -TOP AND BOTTOM TYP - TYPICAL T.O. -TOP OF T.O.C. -TOP OF CONCRETE T.O.S. -TOP OF STEEL U.N.O. - UNLESS NOTED OTHERWISE VERT. - VERTICAL W.W.F. - WELDED WIRE FABRIC 'v N N ROOF SHEATHING: SEE GEN. NOTES NOTE: ROOFING d: FLASHING BY OTHERS 12 2x SOLID BLOCKING MATCH EXIST BETWEEN RAFTERS T 0 W. ELEVATI $- SEE ARCH WOOD RAFTERS (SEE PLAN) METAL CUP AT EACH RAFTER: SIMPSON 'H2.5' W/ (5) 8d NAILS TO RAFTER AND (5) 8d NAILS TO TOP PLATE. DBLE TOP PLATE 2 TYP ® ROOF FRAMING S1 SCALE: NONE ROOF SHEATHING: SEE GEN. NOTES NOTE: ROOFING BY OTHERS WOOD JOIST- SEE PLAN METAL CUP: • ar \ / /\/ /\ SIMPSON 130' W /(4) 10d NAILS O 4' -0" O.C. O BLOCKING DETAIL 0 SCA SCALE: 1/2" = 1' -0" T.O.ROOF ELEVATION = MATCH I nNG 2x BLOCKING BETWEEN RIM AND TJI Y PLYWOOD SHEATHING - FASTEN TO LEDGE PLATE AND TO RAFTERS W/ 8d NAILS O 12" O.C. PROVIDE 2x6 P.T. LEDGE PLATE O TOP OF WALL- FASTEN TO TOP PLATE W /(2) 3" WOOL) SCREWS O 12" O.C. - FASTEN SHEATHING FROM UNDERSIDE W/ 8d NAILS 0,6" O.C. STUD WALL FRAMING: 2x4 STUDS O 16" O.C. W /DBL E TOP PLATE X1" PLY SHEATHING ON INTERIOR SIDE EXISTING STRUCTURE TO REMAIN - DO OT FASTEN ANY PORTION OF PROPOSED GARAGE STRUCTURE TO EXISTING. 'ING PROVIDE IN (MIN) GAP BTWN EXISTI. AND STUDWALL- OK TO EXTEND SHEATHING TO BRIDGE GAP SOLID BLOCKING BTWN RAFTERS O OFFSET S GENERAL STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC)_ 2009 EDITION AND THE OF CITY OF LAKEWOOD, CO AMENDMENTS TO THE IBC. 1) LIVE LOADS USED IN DESIGN A. ROOF.. . . .. . . . (SNOW) . . . . . . . . .. . . . . 25 PSF B. FLOORS (RESIDENTIAL) .. .. . . . . .. .. .. . 40 PSF C. WIND . .. . . . . (V3S) . . . . . . . .. . . . . 90 MPH, EXP. B D. SEISMIC CATAGORY . ... .. . . . .. . .. .. . . ... . . B 2) DESIGN CODES A. IRC 2009 EDITION (AND IBC 2009) B. ACI BUILDING CODE LATEST EDITION) C. NOS (LATEST EDITION 3) CONCRETE FOUNDATIONS: A. EXISTTNG FOUNDATION DESIGN IS CONCRETRE MONOSLAS ON HELICAL CSCREW PILES (BY OTHERS) 4) WOO ALL WOOD FOR STRUCTURAL FRAMING SHALL BE DOUG -FIR VISUALLY GRADED PER "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. EXCEPTIONS NOTED ON DRAWINGS. ALL DIMENSIONAL LUMBER SHALL BE S4S USED AT MOISTURE CONTENT = 19% MAX. FINGER JOINTED MATERIAL WILL NOT BE PERMITTED. 1. WOOD STUDS: a. 2" TO 4" THICK, .4" -WADE .. . .. . .. STUD GRADE b. 2" TO 4" THICK, 6" -AND WIDEeR• • • • • NO. 2 2. WOOD JOISTS AND BEAMS: a. 2 TO 4" THICK, 6" -AND WIDER• • • • • NO. 2 3. BEAMS AND STRINGERS . . . . .. . .. . . NO. 1 OR BETTER 4. POSTS AND TIMBERS . . . . . . . . • • • • . NO. 1 OR BETTER B. TIMBER CONNECTORS CALLED FOR ON THE DRAWINGS ARE AS MANUFACTURED BY SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS MAY BE USED IF THE LOAD CAPACITY IS EQUAL TO OR GREATER THAN THE CONNECTOR SPECIFIED. USE MANUFACTURER'S RECOMMENDED NAILS AND BOLTS. C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO 2006 IBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS OTHERWISE NOTED. D. EXTERIOR WALL SHEATHING SHALL BE 7/16" COX 24/0 PLYWOOD OR 15/32", 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. SHEAR WALL VALUE: 240 PLF E. ROOF SHEATHING SHALL BE 19/32" (MIN) 24/16 STRUCTURAL GRADE PLYWOOD OR 15/32" GRADE 2 -M -W ORIENTED STRAND BOARD (038). NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 4 FT . 5 FT. ((INK UDING 1 FT. OVERHANG) WINDOW /DOOR i OPENINGS PER OWNER — 1 "(MIN) CLEAR ( R II rr ti� 20 STUD WALLS: SEE SCHEDULE HEADERS PER SCHEDULE e N 1 [7i;i% Is RIM BOARD 10' - 7 w EA FIELD VERIFY l ROOF LEVEL PLAN SCALE: 1/4"-- 1' -0" 0: 9 4 APPROVED SubOd to Field Inspedions ci*1nP.d 0 =M EXISTING CONCRETE SLAB T ., T.O.W. ELEVATI = _ 1 %/ • ar \ / /\/ /\ yr SEE ARCH (3) 2x8 g DRILL 4" INTO EXISTING (O SIMM.) 2x BLOCKING BETWEEN TJI t� R EXISTING CONCRETE N METAL CUP AT EACH JOIST: SIMPSON MONOSLAB FOUNDATION r ~ 'H2.5' W/ (5) 8d NAILS TO JOIST AND L 3 _ PILES MAY REMAIN (5) 8d NAILS TO TOP PLATE. FOUNDATION ® EDGE 'r- U1 STUD WALL FRAMING: M3 IV ~ t!1 V 2x4 STUDS O 16" O.C. W /DBLE 1+. TOP PLATE -SEE PLAN ,• o Co � 2x4 P.T. PLATE - FASTEN TO � O Co 0 CONCRETE W/ )J "O x 10" ' 0 ALL- THREAD O 48" O.C. (MIN 2 'v Q 0 BOLTS PER PLATE SEGMENT) -EPDXY W o: U 7" INTO CONCRETE W ,o, p <' W T Co O y CURB OPTIONAL O Co S1 OWNER • TFB Date: 6/4/14 PER O =m SCALE: 1/2" = 1' -0" T.O.ROOF ELEVATION = MATCH I nNG 2x BLOCKING BETWEEN RIM AND TJI Y PLYWOOD SHEATHING - FASTEN TO LEDGE PLATE AND TO RAFTERS W/ 8d NAILS O 12" O.C. PROVIDE 2x6 P.T. LEDGE PLATE O TOP OF WALL- FASTEN TO TOP PLATE W /(2) 3" WOOL) SCREWS O 12" O.C. - FASTEN SHEATHING FROM UNDERSIDE W/ 8d NAILS 0,6" O.C. STUD WALL FRAMING: 2x4 STUDS O 16" O.C. W /DBL E TOP PLATE X1" PLY SHEATHING ON INTERIOR SIDE EXISTING STRUCTURE TO REMAIN - DO OT FASTEN ANY PORTION OF PROPOSED GARAGE STRUCTURE TO EXISTING. 'ING PROVIDE IN (MIN) GAP BTWN EXISTI. AND STUDWALL- OK TO EXTEND SHEATHING TO BRIDGE GAP SOLID BLOCKING BTWN RAFTERS O OFFSET S GENERAL STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC)_ 2009 EDITION AND THE OF CITY OF LAKEWOOD, CO AMENDMENTS TO THE IBC. 1) LIVE LOADS USED IN DESIGN A. ROOF.. . . .. . . . (SNOW) . . . . . . . . .. . . . . 25 PSF B. FLOORS (RESIDENTIAL) .. .. . . . . .. .. .. . 40 PSF C. WIND . .. . . . . (V3S) . . . . . . . .. . . . . 90 MPH, EXP. B D. SEISMIC CATAGORY . ... .. . . . .. . .. .. . . ... . . B 2) DESIGN CODES A. IRC 2009 EDITION (AND IBC 2009) B. ACI BUILDING CODE LATEST EDITION) C. NOS (LATEST EDITION 3) CONCRETE FOUNDATIONS: A. EXISTTNG FOUNDATION DESIGN IS CONCRETRE MONOSLAS ON HELICAL CSCREW PILES (BY OTHERS) 4) WOO ALL WOOD FOR STRUCTURAL FRAMING SHALL BE DOUG -FIR VISUALLY GRADED PER "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. EXCEPTIONS NOTED ON DRAWINGS. ALL DIMENSIONAL LUMBER SHALL BE S4S USED AT MOISTURE CONTENT = 19% MAX. FINGER JOINTED MATERIAL WILL NOT BE PERMITTED. 1. WOOD STUDS: a. 2" TO 4" THICK, .4" -WADE .. . .. . .. STUD GRADE b. 2" TO 4" THICK, 6" -AND WIDEeR• • • • • NO. 2 2. WOOD JOISTS AND BEAMS: a. 2 TO 4" THICK, 6" -AND WIDER• • • • • NO. 2 3. BEAMS AND STRINGERS . . . . .. . .. . . NO. 1 OR BETTER 4. POSTS AND TIMBERS . . . . . . . . • • • • . NO. 1 OR BETTER B. TIMBER CONNECTORS CALLED FOR ON THE DRAWINGS ARE AS MANUFACTURED BY SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS MAY BE USED IF THE LOAD CAPACITY IS EQUAL TO OR GREATER THAN THE CONNECTOR SPECIFIED. USE MANUFACTURER'S RECOMMENDED NAILS AND BOLTS. C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO 2006 IBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS OTHERWISE NOTED. D. EXTERIOR WALL SHEATHING SHALL BE 7/16" COX 24/0 PLYWOOD OR 15/32", 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. SHEAR WALL VALUE: 240 PLF E. ROOF SHEATHING SHALL BE 19/32" (MIN) 24/16 STRUCTURAL GRADE PLYWOOD OR 15/32" GRADE 2 -M -W ORIENTED STRAND BOARD (038). NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 4 FT . 5 FT. ((INK UDING 1 FT. OVERHANG) WINDOW /DOOR i OPENINGS PER OWNER — 1 "(MIN) CLEAR ( R II rr ti� 20 STUD WALLS: SEE SCHEDULE HEADERS PER SCHEDULE e N 1 [7i;i% Is RIM BOARD 10' - 7 w EA FIELD VERIFY l ROOF LEVEL PLAN SCALE: 1/4"-- 1' -0" 0: 9 4 APPROVED SubOd to Field Inspedions ci*1nP.d 0 =M EXISTING CONCRETE SLAB T Na ll a _ 1 %/ • ar \ / /\/ /\ #4x12" DOWELS O 16" O.C. (3) 2x8 g DRILL 4" INTO EXISTING (O SIMM.) (3) 2x10 t� R EXISTING CONCRETE N 3 NN MONOSLAB FOUNDATION r ~ EXISTING HELICAL SCREW L 3 _ PILES MAY REMAIN 1 TYP. FOUNDATION ® EDGE SCALE: 1/2" = 1' -0" T.O.ROOF ELEVATION = MATCH I nNG 2x BLOCKING BETWEEN RIM AND TJI Y PLYWOOD SHEATHING - FASTEN TO LEDGE PLATE AND TO RAFTERS W/ 8d NAILS O 12" O.C. PROVIDE 2x6 P.T. LEDGE PLATE O TOP OF WALL- FASTEN TO TOP PLATE W /(2) 3" WOOL) SCREWS O 12" O.C. - FASTEN SHEATHING FROM UNDERSIDE W/ 8d NAILS 0,6" O.C. STUD WALL FRAMING: 2x4 STUDS O 16" O.C. W /DBL E TOP PLATE X1" PLY SHEATHING ON INTERIOR SIDE EXISTING STRUCTURE TO REMAIN - DO OT FASTEN ANY PORTION OF PROPOSED GARAGE STRUCTURE TO EXISTING. 'ING PROVIDE IN (MIN) GAP BTWN EXISTI. AND STUDWALL- OK TO EXTEND SHEATHING TO BRIDGE GAP SOLID BLOCKING BTWN RAFTERS O OFFSET S GENERAL STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC)_ 2009 EDITION AND THE OF CITY OF LAKEWOOD, CO AMENDMENTS TO THE IBC. 1) LIVE LOADS USED IN DESIGN A. ROOF.. . . .. . . . (SNOW) . . . . . . . . .. . . . . 25 PSF B. FLOORS (RESIDENTIAL) .. .. . . . . .. .. .. . 40 PSF C. WIND . .. . . . . (V3S) . . . . . . . .. . . . . 90 MPH, EXP. B D. SEISMIC CATAGORY . ... .. . . . .. . .. .. . . ... . . B 2) DESIGN CODES A. IRC 2009 EDITION (AND IBC 2009) B. ACI BUILDING CODE LATEST EDITION) C. NOS (LATEST EDITION 3) CONCRETE FOUNDATIONS: A. EXISTTNG FOUNDATION DESIGN IS CONCRETRE MONOSLAS ON HELICAL CSCREW PILES (BY OTHERS) 4) WOO ALL WOOD FOR STRUCTURAL FRAMING SHALL BE DOUG -FIR VISUALLY GRADED PER "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. EXCEPTIONS NOTED ON DRAWINGS. ALL DIMENSIONAL LUMBER SHALL BE S4S USED AT MOISTURE CONTENT = 19% MAX. FINGER JOINTED MATERIAL WILL NOT BE PERMITTED. 1. WOOD STUDS: a. 2" TO 4" THICK, .4" -WADE .. . .. . .. STUD GRADE b. 2" TO 4" THICK, 6" -AND WIDEeR• • • • • NO. 2 2. WOOD JOISTS AND BEAMS: a. 2 TO 4" THICK, 6" -AND WIDER• • • • • NO. 2 3. BEAMS AND STRINGERS . . . . .. . .. . . NO. 1 OR BETTER 4. POSTS AND TIMBERS . . . . . . . . • • • • . NO. 1 OR BETTER B. TIMBER CONNECTORS CALLED FOR ON THE DRAWINGS ARE AS MANUFACTURED BY SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS MAY BE USED IF THE LOAD CAPACITY IS EQUAL TO OR GREATER THAN THE CONNECTOR SPECIFIED. USE MANUFACTURER'S RECOMMENDED NAILS AND BOLTS. C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO 2006 IBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS OTHERWISE NOTED. D. EXTERIOR WALL SHEATHING SHALL BE 7/16" COX 24/0 PLYWOOD OR 15/32", 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. SHEAR WALL VALUE: 240 PLF E. ROOF SHEATHING SHALL BE 19/32" (MIN) 24/16 STRUCTURAL GRADE PLYWOOD OR 15/32" GRADE 2 -M -W ORIENTED STRAND BOARD (038). NAIL WITH 8d COMMON NAILS AT 6" O.C. AT ALL PANEL EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 4 FT . 5 FT. ((INK UDING 1 FT. OVERHANG) WINDOW /DOOR i OPENINGS PER OWNER — 1 "(MIN) CLEAR ( R II rr ti� 20 STUD WALLS: SEE SCHEDULE HEADERS PER SCHEDULE e N 1 [7i;i% Is RIM BOARD 10' - 7 w EA FIELD VERIFY l ROOF LEVEL PLAN SCALE: 1/4"-- 1' -0" 0: 9 4 APPROVED SubOd to Field Inspedions ci*1nP.d 0 =M 00 T Na ll a _ 1 8 W (A w L (3) 2x8 M ILO < 10' -0" (3) 2x10 t� R O N 3 NN M r ~ $o L 3 _ 00 O O o 'r- U1 myv M3 IV ~ t!1 V 11 00: 1+. ,• o Co � r� � O Co 0 �. ' 0 O 'v Q 0 all O U �:3 W ,o, p <' W T Co O y - O Co S1 ra> • TFB Date: 6/4/14 ROFESSIONAL LIABILITY LIMIT OF BERNS HAM STRUCTURAL CONSULTING. LLC iNLESS OTHERWISE PROVIDED WITHIN THE PROJECT CONTRACT DOCUMENT SIGNE Y THE CLIENT AND TODD BERNSHAUSEN, THE UMIT OF PROFESSIONAL UABIUn OR ALL STRUCTURAL ENGINEERING PRESENTED WITHIN THIS DRAWING SHALL BE NGINEERING SERVICE FEES RENDERED TO BHSC FOR THESE PROJECT PLANS. STUD WALL SCHEDULE WALL HEIGH STUDS <10 10' -14' 2x4 0 16 O.C. (2) 2x4 O 16" O.C. HEADER SCHEDULE OPENING MEMBE SUPPORT STUDS < 4' -0" (3) 2x6 1T, 1K < 6' -0" (3) 2x8 2T, 1K < 10' -0" (3) 2x10 2T, 2K > 10' -O" SEE PLAN SEE PLAN USE SCHEDULED MEMIIERS U.N.O. ON PLAN SEE GEN. NOTES FOR MATERLMS R OOF RIDGE V ROOF FAS NING ZONES H. LVL MEMBERS SHALL BE MICROLAMS MANUFACTURED BY (LEVEL CORPORATION, BOISE, IDAHO, AND HAVE THE FOLLOWING MINIMUM MATERIAL PROPERTIES: Fb = 2,600 PSI E = 1,900,000 PSI Fv = 285 PSI 1. BEAMS COMPRISED OF MULTIPLE LVL MEMBERS SHALL BE FASTENED TOGETHER AS RECOMMENDED BY THE PRODUCT MANUFACTURER. METAL HANGERS USED TO SUPPORT LVL MEMBERS. U.N.O., SHALL BE AS PER THE LVL PRODUCT MANUFACTURERS RECOMMENDATIONS. 5) CONTRACTOR RESPONSIBILITIES A. NOTIFY THE ENGINEER, OR PROJECT ARCHITECT, OF ANY APPARENT DISCREPANCIES, APPARENT OMISSIONS, OR AMBIGUITIES THAT MAY BE DISCOVERED WITHIN THE STRUCTURAL PLANS AND DETAILS. B. DO NOT IMPROVISE STRUCTURAL FRAMING, OR CONSTRUCT FIELD DESIGN CHANGES WITHOUT THE APPROVAL OF THE PROJECT STRUCTURAL ENGINEER. C. THE MEANS AND METHODS OF CONSTRUCTING THE PROJECT ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. �� WMEtT a COLON pO Wheat Rid Buiidi4ag Departmertt pro BUILDIN FFICIA A VAft of want The huwna aa0em* or �potia if oo n,+peo fieNtwu aN$ computatlOns shall not be a permh for, or an approval of, any violation to ? ::anyafthe provisions of the bviHioo code or of any City ordina -s PMIaNi presumingtogi , lorh r a P A; KVI-T t'AJtW 7 LvtYC 1 2 3 NAILS PANEL LOCATION Fastening Schedule (inches on center) 8d PANEL EDGES 6 1 6 4 8d PANEL FIELD 12 1 6 1 6 H. LVL MEMBERS SHALL BE MICROLAMS MANUFACTURED BY (LEVEL CORPORATION, BOISE, IDAHO, AND HAVE THE FOLLOWING MINIMUM MATERIAL PROPERTIES: Fb = 2,600 PSI E = 1,900,000 PSI Fv = 285 PSI 1. BEAMS COMPRISED OF MULTIPLE LVL MEMBERS SHALL BE FASTENED TOGETHER AS RECOMMENDED BY THE PRODUCT MANUFACTURER. METAL HANGERS USED TO SUPPORT LVL MEMBERS. U.N.O., SHALL BE AS PER THE LVL PRODUCT MANUFACTURERS RECOMMENDATIONS. 5) CONTRACTOR RESPONSIBILITIES A. NOTIFY THE ENGINEER, OR PROJECT ARCHITECT, OF ANY APPARENT DISCREPANCIES, APPARENT OMISSIONS, OR AMBIGUITIES THAT MAY BE DISCOVERED WITHIN THE STRUCTURAL PLANS AND DETAILS. B. DO NOT IMPROVISE STRUCTURAL FRAMING, OR CONSTRUCT FIELD DESIGN CHANGES WITHOUT THE APPROVAL OF THE PROJECT STRUCTURAL ENGINEER. C. THE MEANS AND METHODS OF CONSTRUCTING THE PROJECT ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. �� WMEtT a COLON pO Wheat Rid Buiidi4ag Departmertt pro BUILDIN FFICIA A VAft of want The huwna aa0em* or �potia if oo n,+peo fieNtwu aN$ computatlOns shall not be a permh for, or an approval of, any violation to ? ::anyafthe provisions of the bviHioo code or of any City ordina -s PMIaNi presumingtogi , lorh r a P A; i 3204 0 O O O z O O z EL 00 $ af U C m Lai o ~ $o Z a -a- O O o 'r- U1 � M3 IV ~ t!1 V 11 00: 1+. w � w c 0 0 O 'v M all O C �:3 W -' v N. - O o: S1 of 1 sheet • TFB Date: 6/4/14 O mM3rg O =m i 3204 0 O N O z O O z EL 00 $ af U C m Lai o ~ 0-0 C I Z a -a- Lai � os U1 � M3 c U U i 3204 0 N o z C ' a O E EL af 0 0 0 c ~ w ,0 Lai Z v U1 L16 o c U U i 3204 J . V 0 N I 0 0 O a 0 Z v v o o c U U 1+. w � Ch rb all N. - O o: S1 of 1 sheet • TFB Date: 6/4/14 J . V i msrEC T FON RECORD � na 1TCV1T4 ge �OC.4 I 'VlNSPECTION LINE: (303)234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS - Sheathing Lath / Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Z iv "Weatherproof / French Drain Sewer Service Lines Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. FINALS - Electrical Plumbing Mechanical Roof Z iv Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping ` "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANrY NOT PERAITTED UNTIL CERTIFICATE OF O'CUPANCY IS ISSUED PROTECT THIS CARD FF Jlly^ THE WEATHER ♦ x'41 CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ` ~L <co3~° Job Address: 3r~~/ t~~rsz~ry 57- Permit Number: 07,2 5'9'7 I k F, 11 i No one available for inspection: Time ; 36? A IPM Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-234-5933 Date: a~2 r /l3 Inspector: . DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE r Inspection Type: ~A Y'irro Job Address: 300 t ,a,`r!-i ~l• Permit Number: 0l~ n? V rc^ T_ 0(( ❑ No one available for inspection: Time 1'00_ AM/PM/ Re-Inspection required: Yes ~,NNO "When corrections have been made, call for re-inspection +a~,t 30$-234-5933 Date:fi•1 Inspector: Yrrcr r~:rr DO NOT REMOVE THIS NOTICE r I v ♦ f itv of WhPat Ridup 't o3`~1 of ~"Eqr o im 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 Building Permit !cation Date: Plan Permit Property Address: V ~i Property Owner (please )3&) 14 Lt C., Phone: I cl L D s Mailing Address: (if different than property address) Address: City, State, Zip: ( 1 i rtil 1 r JZ~~ Contractor: _ kA Contractor License Sub Contractors: Electrical City License Company: Exp. Date: Plumbing City License Company Exp. Date: Mechanical City License Company: Exp. Date: Use of space (description): - Construotion"value: Co Description of work: las calculated per the 8urldina Valuatl n Data sheet) a ` Ci'\J ~ Ci,-r+R kv- Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's allons 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 -abideby ail conditions printed on this application and.that I assume full responsibility for compliance with the Wheat. Ridge Building Code (13,C) and all other: applicable Wheat: Ridge Ordinances, for work under this permit Plans subject to field i action. CIRLCEONE, (O NER) (CO IT OR) or PERSONAL: REPRESE-T TIVE of (OWNER) (CONTRATOR) PRINT NAME. SIGNATURE: Date: DEPARTMENT USE ONLY ZONING COMMENTS: Zoning:. Reviewer: PUBLIC WORKS COMMENTS: Reviewer:: BUILDING DEPARTMENT COMMENTS: : OCCUPANCY:- Reviewer: Bldg Valuation: DEPARTMENT:: 13 approved w/ comments disapproved ❑ no review: required - $ QD/1D/ u1 lti: ub: v6 UnCC I'age D WHTROI 00008 UNCC 05/15/01 04:06 PM 0313699-000 NORM NEW STRT LRED Ticket Nbr.0313699 Original Call oate: 05/15/01 Time: 04:00 PM Op: LOM Contr Excav Date : 05/18/01 Time: 07:00 AM Extended job: N Locate By Oate : 05/17/01 Time: 11:59 PM Hrs Notice: 064 Meet: N State: CO County: JEFFERSON City: WHEAT RIDGE Rddr: 3061 Street: UNION ST Grids: 03S069W29SE . . Legal: N Type of Work: SPRINKLERS Exp.: N Boring: N Location: LOC ENTIRE LOT •*ACCESS O PEN*■ Company : MILE HI SPRINKLER Caller : SALLY-JO LAMONT Phone: (303)450-2320 Rlt Cont: SHARON Phone: Done for: H/0 Remarks: Members : ATDW00 : ATN006 : LKWDOI : NLSNOI : PCN000 : PSND06 : UDND00 : USN006 : WHTROI 4- & V-k. 1? q~j90 WE-& Sf. _ FENGL M' tL ~\p\ ( `J DEPARTMENT OF GOMMUNITY DEVELOPMENT M911p17198 7500 WEST 29tn AVENUE BUILDING INSPECTION DIVISION PERMIT N0. 237•6944 Ex7. 255 P.O. eox 638 CITY OF WHEAT RIDGE, COLO. THiS PERMIT VALID ONI.Y WHEN SiGNED BY THE CHIEF BUiLDING INSPECTOR AND RECEIPTED BELOW. ~ APPLICATION FOR MIE JOB ADDRESS ~ ~'~~'~~'v" ~ ; CONTRACTOR R A2~~5 T EYL (~OO iAcj ADDRESS ~Z~ N ~SL'E'~LH ~ CITY ~~I~A ZIP CODE x ryT~ l I PHONE J10 S D LICENSE NO. r39/7I I. TYPE Grouna ❑ Woll❑ OWNER IV Q~,~~- ADDRESS -50(c'l A4NbtL (A IS PHONE "Z ^ 73/U ZIPCODE 2"S~'-- a-n CONTRACT PRICE $ DATE « ptnsr 5 a D Faae 2. MATERIAL 7olal Squme FaN • SIGNS 3. ILLUMINATION Yes❑ No❑ TYVS ElW. Permit No. 4 SET BACN FROM PROPERTY UNE N_ S- E_ W Zone__ ApDrovW,2one Inapecta (SDecify wnich ia fronl) ❑ ❑ ❑ ❑ DiaoDDrwsd 1. TYPE SolidF_1 Mora Than 90% ODenEJ Less Than BO% Open MATERIAL Heipht FENCES 3 SET BACN FROM PROPERTY LINE N_ S_ E_ W Zone_ ApprwW,Zons InsDaotw f (SDecifYwhith is trOnt) ❑ ❑ ❑ ❑ DisaDDrowd OTHER b. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIM1G DISTANCES FROM PROFERTV LINES. (SETBACKS OR PROJECTIONS INCLUDED) ~ SPEGFV NORTM STREET Nl1ME $HOW DISTANCES FROM THE MAIN BUILDIN6 TPADJOINING HOUSES, STREETS, AND PROPERiY LINES; ON IRREGULAR LATS, SHUM LEAST DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMITTO PERFOPM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. Eo..IT uni i cvoiaF tnn nAVS FFOM THE DATE OF ISSUANCE IF WORK IS NOT STARTEO WITHIN THAT TIME. ~ MECHANICAL PERMIT T PLUMBING PERMIT ELECTRICAL PERMI STATE LICENSE N0. STATE LICENSE NO FLOOR BSM IST 2ND SRD 4TH N0. FUEL: CircNOneGaiOiIRWnna EMeSdw ALUMINUM WIRE UNDER SIZE 8 1LlEGAL FORCED AIR - BTU WATER CLASET HOT WATER - BTU TEMPORARY METER WASH BOWL _ STEAM BTU NEW SERVICE - AMPS BATH TUB pIq CoNDITIONING-BTU CHANGE SERVICE-AMPS SNOWER OTHER LIGHTING SINK P REFRI6ERATION SYSTEM HEATING GARBAGE DIS ATER Refri sront GrWp POWER SUB-QFCUITS WATER HE Pounds C~ar e UTILITY(RANGE,DISPOSER,ETC.) AUTO.WASHER R H AUTOMATICSPRINKLERSYSTEM FIXTURES DISH Wl+S E ELEVATOR WIRING MOTOftS 8 CONTROIS FI.DOR DRAIN SIGNS URINAL TRANSFOFMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES REMARKS I hsreby ocknowledpe tha1 thia ovoI'ca- tion is eorrect and understand thai I Gonnot sfart IAis proltltt until this oppli- eotion if apOroveA. I shall comDly with tM lows oi the Stafe of Colorodo and 10 the ZoninQ Repulotions ond Buildinq Code ot the City of Wheai RidQe. Any violotion of the above terme wili couse immediate revocation of tnis Oermit 1lpoiconf. sta~• ~y+L PERMIT FEE 6 g-" USE TAX V f. 9,-6 TOTAL FEE 117 $.,4274 1 `16 CHIEF BUILDINNSPECTOR,City of Wheot Ridqe Date Issued~ IT VAUD UNLESS REGEIPTEU 3 9d gl3 E~l.~ &l CALL 237-6944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS