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HomeMy WebLinkAbout6355 W. 47th AvenueINSPECTION 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 ay PERMIT:���n(���5,� ADDRESS: I& (L -M- AnOB 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 ADDRESS: 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. J E - tr ,_ I 1TY-017 WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available Re -Inspection regL When corrections hav Date: �+ for inspection: Time red: Yes No been made, call for regnt —Inspector'� AM/PM at 303-234-5933 1 City of Wheat Ridge ®r� Residential Miscella PERMIT - 201701926 PERMIT NO: 201701926 ISSUED: 06/23/2017 JOB ADDRESS: 6355 W 47th AVE EXPIRES: 06/23/2018 JOB DESCRIPTION: Foundation stabilization: Installin (7) helical piers *** CONTACTS *** OWNER (520)433-1838 MAHONY MIKE SUB (720)441-3611. Byron Johnson *** PARCEL INFO *** 150018 Colorado Structural Repair ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 143.10 Use Tax 213.36 Permit Fee 220.15 ** TOTAL ** 576.61 *** COMMENTS *** *** CONDITIONS *** PROJECT VALUATION: 10,160.00 c x lo I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be perforr d�nd that a work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Sign ure'A OWNER or CONTRACTOR (Circle one) Date I, ermit was issued based on the information provided in the permit application and accompanying plans and specifications and is su ject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 ermit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdi ion. pproval 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 insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in a subject line. City of C ��'Wh6at MUNin DEVELOI'A+tEN`1' Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its65)ci.wheatridpe.co.us FOIA OFFICE USE ONLY Date: Y Plan/Permit # Plan Review Fee: I Li 2 . Pfesse complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Props" Addreacs: W ,Ave- C-0 '500-55 Props" Owner (please print): M I` K2. /" MC'i^3--N 1 Phone: �-Zo 4 3 3 i S36 Propeacy Owraor Easel: I e -u 6A'LJ�.•� �r�5 _ Mailing Address: (if different than property address) Address City, State, Zip: &Pfrflit c 4i nc�iira�®P: Dcv-\k— mmm Zr-% Contractor: LG [ c, ,-,txt s S -4'ryL tV 7ti 1 Contractors My License o 11-00 16 '-+Z(3 43 2- cl Z7-3 Phone— Contractor E-mail Address- s Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all info r adon on BOTH sides of this form ❑ COMMERCIAL '&/RESIDENTIAL Desciiligtion of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) t-vv^f:lkh o1 i '�� i tete, (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps Btu's Squares Gallons Other Project Vallee: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to lis hat entity on this application. CIRCLE ONE: (OWNER) (C=ONTRAC,___)(AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) /i PRINT NAME: t%'J 5 i:At ' 4UA Z.t i - SIGNATURE: DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ® Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ® Received ❑ Not Required DATE: G t.3' j -t- OCCUPANCY OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION. SPRINKLERED: OCCUPANT LOAD: Building Division Valuation: n AT F//v4i- ) ('JyjOe C7 REINF CONC SLAB ON GRADE PER PLAN STL ANGLE PER PLAN. CONTRACTOR MAY OMIT ANGLE IF CONT CONC F EXISTS. REMOVE MIN LENGTH OF EXST FTG R TO INSTALL STEEL PIER DIRECTLY BELOW FNDN WALL T1 SLOPE GRADE AWAY FROM BLDG EXST FNDN WALL PER PLAN NCity of Revievied fnILCode Compliance �rTvft --0 to� Ode �.qrnk� _!ance 6 L Gate M&G,fitY�',3el-0 Th, jw'vy�11-1111 1;�g',:6�'p.!.,:d",,,-t�}-/--Avv*t*ww*bomt. S ECTI 0 f5c,'f"' SCALE: —� Y—VT I "I 7 6355 W 47TH STAEET"LE WHEAT RIDGE, COLORADO 80033 ClIty or STEEL PIER INSTALLATION Wheat Rltdin PROJ NO. 17071 -2 0 1 ISSUED FOR PERMIT2 1 On SHEET 3 OF 3] F@ 2017 Dante Structural Engineering, PLLC www.DanteEnginee r Lin 9 - C —0m TYPICAL 0 7 LOCATIONS: - GALVANIZED STEEL HELICAL PIER RATED FOR MIN 15 K ULTIMATE LOAD CAPACITY & INSTALLED PER MANUFACTURER TYPICAL: EXST SOUND 8" CMU FNDN WALL 1 TYF -20 g 7 — TYPICAL: 10 PROVIDE L6x8xY (LLH) CONT AS SHOWN PER I/S-201 -0" 8'-4"' S -0"i 2'-0" 15'-4" FOUNDATION PLAN SCALE: 1J" = 1'-0" 1. FIELD VERIFY ALL EXISTING CONDITIONS AND ASSUMPTIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES. 6355 W 47TH STRE WHEAT RIDGE, COLORADO 80033 STEEL PIER INSTALLATION coat C r' S-1,01 ISSUED FOR PERMIT ePIRloge cL Building Divison i © 2017 Dante Structural Engineering, PLLC www.DanteEngi . am 0 i N r im to 0 TYPICAL 0 7 LOCATIONS: - GALVANIZED STEEL HELICAL PIER RATED FOR MIN 15 K ULTIMATE LOAD CAPACITY & INSTALLED PER MANUFACTURER TYPICAL: EXST SOUND 8" CMU FNDN WALL 1 TYF -20 g 7 — TYPICAL: 10 PROVIDE L6x8xY (LLH) CONT AS SHOWN PER I/S-201 -0" 8'-4"' S -0"i 2'-0" 15'-4" FOUNDATION PLAN SCALE: 1J" = 1'-0" 1. FIELD VERIFY ALL EXISTING CONDITIONS AND ASSUMPTIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES. 6355 W 47TH STRE WHEAT RIDGE, COLORADO 80033 STEEL PIER INSTALLATION coat PROET J N0. 17071 S-1,01 ISSUED FOR PERMIT ePIRloge Building Divison SHEET 2 OF 3 © 2017 Dante Structural Engineering, PLLC www.DanteEngi . am GENERAL STRUCTURAL NOTES STRUCTURAL DE =, PER 2012 INTERNATIONAL RESIDENTIAL CODE (IRC). DESIGN PARAMETERS USED ARE AS FOLLOWS: FLOOR LIVE LOAD, L = 40 PSF ROOF LIVE LOAD, LR = 20 PSF GROUND SNOW LOAD, S = 30 PSF DESIGN WIND SPEED, VULj = 105 MPH, VAp = 90 MPH EXPOSURE CATEGORY = B SEISMIC DESIGN CATEGORY = B FROST DEPTH = 36' ALL PRIOR INSPECTIONS AND OBSERVATIONS WERE CONDUCTED BASED ON VISUAL ACCESS ONLY. NO INVASIVE TESTING OR INSPECTIONS WERE PERFORMED. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND ASSUMPTIONS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. ALL WORK AS DESCRIBED HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES IN EFFECT AT THE TIME OF CONSTRUCTION. WELDING SHALL MEET THE REQUIREMENTS OF AWS D1.1: STRUCTURAL WELDING CODE, LATEST EDITION. ALL WELDERS SHALL BE AWS CERTIFIED AND HAVE EVIDENCE OF HAVING PASSED THE AWS STANDARD QUALIFICATION TEST. GRADE AROUND PERIMETER SHALL SLOPE AWAY FROM BUILDING. CONCRETE WORK SHALL CONFORM TO THE LATEST REVISION OF ACI -301. MINIMUM 28 DAY COMPRESSIVE STRENGTH SHALL BE 3000 PSI. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODS USED WILL NOT CAUSE DAMAGE TO ADJACENT BUILDINGS, UTILITIES, OR OTHER PROPERTY. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED STRUCTURE AND ARE NOT INTENDED TO INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCES, AND JOB SAFETY MEASURES. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. PERIODIC SITE OBSERVATION VISITS MAY BE PROVIDED BY 1"HE STRUCTURAL ENGINEER. THE SOLE PURPOSE OF THESE OBSERVATIONS IS TO REVIEW THE GENERAL CONFORMANCE OF THE CONSTRUCTION WITH THE STRUCTURAL CONTRACT DOCUMENTS. THESE LIMITED OBSERVATIONS SHOULD NOT BE CONSTRUED AS CONTINUOUS OR EXHAUSTIVE TO VERIFY THAT ALL CONSTRUCTION IS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL WORK IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMATION OF SUITABILITY OF HELICAL PIER AND/OR RESISTANCE PIER FOUNDATION SYSTEMS FOR THIS SPECIFIC PROJECT. ANY SOIL INVESTIGATION REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING & INSTALLING A PIER SYSTEM WITH THE ULTIMATE LOAD CAPACITY PER PLAN. PIERS SHALL BE INSTALLED BY AN AUTHORIZED A.B. CHANCE INSTALLING CONTRACTOR WHO HAS SATISFIED THE CERTIFICATION REQUIREMENTS RELATING TO THE TECHNICAL ASPECTS OF THE PRODUCT AND THE ASCRIBED INSTALLATION TECHNIQUES. PROOF OF CURRENT CERTIFICATION BY THE A.B. CHANCE CO. MUST BE PROVIDED. PIERS SHALL BE INSTALLED FOR STABILIZATION PURPOSES ONLY CONTRACTOR SHALL NOT ATTEMPT TO LIFT THE STRUCTURE. HELICAL PIERS SHALL BE MANUFACTURED BY THE A.B. CHANCE CO., CEN TRALIA, MO. ALL MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS SHALL BE FOLLOWED. ALL HELICAL PIERS MUST BE CORROSION PROTECTED BY HOT DIP GALVANIZATION. CARBON FIBER STRAPS SHALL BE FORTRESS STABILIZATION CARBON KEVLAR GRID, 4" 50 K. ALL MAUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS SHALL BE FOLLOWED. THE APPROPRIATE STEEL NEW CONSTRUCTION LOAD TRANSFER DEVICE SHALL BE USED CHANCE° Helical Pier Foundation System Installation Specifications for Remedial Applications The following suggested specifications are written as a guide to assist the specifier in writing his own specifications. Specific circumstances involving the structure, the soils and other factors must be considered on each project to assure an adequate installation specification. Please consult state and local building codes and authorities to ascertain and verify compliance to their rules, regulations and requirements. Chance shall not be responsible or liable for the adoption, revision, implementation, use or mis-use of these suggested specifications. Chance's sole responsibility shall be with respect to CHANCE® products, and any such responsibility shall be subject to and limited by the Terms & Conditions set forth in Chance's SCS Policy Sheet as amended. NOTE: Because Hubbell has a policy of continuous product improvement, we reserve the right to change design and specifications without notice. ©Copvriaht 2005 Hubbell. Inc. Printed in USA ElmA.B. Chance, City ofCF \ a Division of Hubbell Power Systems, Inc. sfroce isiz 210 North Allen Street 8t Centralia, MO 65240 USA (nue,,V he Ridge DOWN. RIGHT. SOLID. din1 9013 I. General A. The CHANCE° Helical Pier Foundation System shall be installed by authorized Chance Dealers. These Dealers shall have satisfied the certification requirements relating to the technical aspects of the product and the ascribed installation techniques. B. All work as described herein shall be performed in accordance with all applicable safety codes in effect at the time of installation. C. The Dealer shall employ a skilled, experienced work force who are familiar with the require- ments and methods necessary for proper performance of the work as outlined in these specifications. II. Helical Pier Location It is the responsibility of the dealer to determine the location of, and avoid contacting, underground utilities (gas, electricity, water, telephone, TV, etc.). A. Helical piers should be installed as shown on the Engineer's Plan of Repair (PR). If an Engineer's PR is not available, then the Dealer shall submit a written plan of repair to the owner or owner's representative. B. Plan of Repair shall include, but is not limited to the following: 1. Total number of helical piers required 2. Locations of the individual helical piers 3. Size and number of helices per helical pier 4. Minimum installed depth of the helical pier 5. Minimum final installation torque of the helical piers 6. If testing is required, plan per paragraph IX.C. III. Helical Pier Selection A. The lead sections with helices and extension sections shall be manufactured by Chance and as shown on attached drawings. B. All units shall conform to the material specifications as referenced on these drawings. C. The number and sizes of helices, and the shaft size of helical pier shall be as shown on the Plan of Repair. D.The Dealer shall have the option of performing a soil test using either the CHANCE® Soil Probe or other method approved by the engineer. The data acquired along with other information available about the site shall be used in determining the proper helical pier. IV. Installation Equipment A. Installing Units 1. Installation units shall consist of rotary type torque motors with forward and reverse capabilities. These units shall be either electrically or hydraulically powered. 2. These units shall be capable of developing the minimum torque as required by the Plan of Repair. 2 3. These units shall be capable of positioning the helical pier at the proper installation angle. This angle varies between 0 (vertical) to 10 degrees depending upon application and type of foundation termination specified. 4. These units shall be in good working condition and capable of being operated in a safe manner B. Installation Tooling 1. Adapters approved by the Engineer of Record shall be employed to safely connect the installation units to the helical piers and extensions. 2. These adapters shall have torque capacity ratings at least equal to the minimum ulti- mate torque rating of the helical piers as specified for the project. 3. These adapters shall be securely connected to the helical pier during installation so as to prevent accidental separation. C. Torque Monitoring Devices 1. The torque being applied by the installing units shall be monitored throughout the installation process. 2. Torque monitoring devices shall be either a part of the installing unit or an independent device in-line with the installing unit. Calibration data for either unit shall be available for review by the owner or owner's representative. V. Installation Procedures It is the responsibility of the dealer to determine the location of, and avoid contacting, underground utilities (gas, electricity, water, telephone, TV, etc.). A. The helical pier shall be positioned as shown on the Plan of Repair. Proper angular alignment shall be established at the start of installation. B. The helical pier shall be installed in a smooth, continuous manner. The rate of helical pier rotation shall be in the range of 5 to 20 revolutions per minute. C. Sufficient down pressure shall be applied to advance the helical pier. D. Plain extension material may be required to position the helical pier at the depth required by the Plan of Repair. Extensions shall be coupled to the helical pier using the bolts provided with the exten- sion. These bolts shall be installed and tightened to approximately 40 ft. lb. of torque. E. Installation torque shall be monitored throughout the installation process. F. If underground obstructions are encountered during installation, the Dealer shall have the option of removing the obstruction if possible or relocating the helical pier. This latter option may require the relocation of adjacent helical piers. VI. Termination of Installation A. The maximum installation torque shall at no time exceed the torque rating of the helical pie7F?icarge shaft as specified for the project. whea B. Helical piers shall be installed to the minimum torque value as shown on the Plan of Repair. If the Plan of Repair is an Engineer's Plan of Repair, the approval of the Engineer of Record shall be obtained before option b or c is implemented. 1. If the minimum torque requirement has not been satisfied at the minimum depth level, the Dealer shall have the following options: a. Install the helical pier deeper using additional plain extension material until the specified torque level is obtained, or b. Remove the existing helical pier and install a helical pier with larger and/or more helices. This revised helical pier shall be installed at least three (3) feet beyond the termination depth of the original helical pier. C. Add additional helical piers. C. The minimum depth of installation shall be as shown on the Plan of Repair. If the installer cannot achieve the depth shown on the Engineer's Plan of Repair, the engineer shall be contacted before proceeding further. If the maximum torque rating of the installing unit has been reached but that of the helical pier has not prior to satisfying the minimum depth requirement, the Dealer shall have the option of utilizing a higher torque installing unit meeting the requirement of paragraph IV to drive the helical pier deeper. 1. If the minimum torque rating of the helical pier and/or installing unit has been reached prior to satisfying the the minimum depth level, the Dealer shall have the following options: If the Plan of Repair is an Engineer's Plan of Repair, the approval of the Engineer of Record shall be obtained before option a or b is implemented. a. Terminate the installation at the depth obtained, or b. Remove the existing helical pier and install a helical pier with smaller and/or fewer helices. This revised helical pier shall be installed at least three (3) feet beyond the termination depth of the original helical pier. VII. Connection Bracket/Haunch A. The helical pier shall be connected to the structure using a Chance approved steel bracket or properly designed steel -reinforced concrete haunch capable of safely transferring the structural loads to the helical pier. VIII. Installation Records Written installation records shall be maintained for each helical pier. These records shall include, but are not limited to the following: A. Project name and/or location B. Name of authorized Chance Dealer C. Name of Dealer's foreman or representative who witnessed the installation D. Date and time of installation E. Location and reference number of helical pier F. Descriptions of lead section and extensions installed G. Overall depth of installation as referenced from bottom of grade beam or footing 4 H.Torque readings for the last three (3) feet of installation if practical. In lieu of this requirement, the termination torque shall be recorded as a minimum I. Any other applicable information relating to the installation IX. Helical Pier Testing A. Testing shall be required only if specified on the Plan of Repair or if deemed necessary by the Engineer of Record due to unusual subsurface conditions. B. Testing, if required, shall be performed in accordance with the test plan contained in the Plan of Repair or, if required by the Engineer of Record due to unusual subsurface conditions, in accordance with the test plan set forth by the Engineer of Record prior to the beginning of the test. C. The test plan shall include, but not be limited to, the following: 1. The number and locations of tests, based on site and subsurface conditions 2. The maximum load to be applied during the test 3. The acceptance criteria including load versus displacement. D.The test equipment shall be capable of applying a compression load equal to the maximum test load specified in the test plan. E. If the compression test requires additional helical piers for reaction, these helical piers shall be installed to the same torque requirements as the test helical pier. F. The helical pier shall be tested to the greater of the safety factored load or its ultimate capacity, defined as the maximum load the helical pier can resist at continuous creep conditions. G. Test records shall include the following: Items as outlined in Section VIII of this Specification 2. Magnitudes of applied loads and corresponding displacements City of Wheat Ridge 5 MATERIAL SPECIFICATIONS CHANCE° Helical Pier Foundation System Components Page 1 of 2 SS5, SS150 (11/2") SS175 (1%") 278 (27/8" OD Pipe Shaft) HELIX BEARING PLATE: 1. SS5 -Hot rolled carbon steel sheet, strip, or plate per ASTM A572, or A1018, or A656 with minimum yield strength of 50 ksi. Plate thickness is 3/8". 2. SS150 and SS175 -Hot rolled steel sheet, strip, or plate per ASTM A656 or A1018 with minimum yield strength of 80 ksi. Plate thickness is 3/8". 3. 278 - Hot rolled steel sheet, strip, or plate per ASTM A36 or A572 with minimum yield strength of 36 ksi. Plate thickness is 3/8". 4. Helix bearing plates are formed on matching metal dies to true helical shape. HELICAL PIER SHAFT: 1. SS5 - Hot rolled Round -Cornered -Square (RCS) 11/2" solid steel shafts conforming to the general requirements of ASTM A29. Medium carbon steel grade with improved strength due to fine grain size. Installation Torque Rating: 5,500 ft. -lbs. Minimum Ultimate Tension Strength: 70 kips (Criteria - Coupling Bolt) Minimum Ultimate Tension Strength: 55 kips (Criteria - Torque) 2. SS150 (11/2" solid steel shaft), and SS175 (13/4" solid steel shaft) -Hot rolled Round - Cornered -Square (RCS) conforming to the general requirements of ASTM A29. High Strength Low Alloy (HSLA), low to medium carbon steel grade with improved strength due to fine grain size. SS Anchor Torque Minimum Ultimate Tension Type Strength Rating, ft. -Ib. Strength, kips SS150 7,000 70 SS175 10,000 100 3. 278 - Structural steel tube or pipe, welded or seamless, in compliance with ASTM A500. Wall thickness is 0.203 inch (Schedule 40). Torque strength rating is 5,500 ft -lb. Minimum yield strength is 50 ksi. Minimum ultimate tension/compression strength is 60 kip. 0 MATERIAL SPECIFICATIONS CHANCE° Helical Pier Foundation System Components Page 2 of 2 COUPLING BOLTS: 1. SS5, SS 150 - 3/4" diameter bolt per ASTM A320 Grade L7, Sy (min) = 105 ksi, S" (min) _ 125 ksi. 2. SS175 - 7/8" diameter bolt per ASTM A193 Grade B7, Sy (min) = 105 ksi, S" (min) = 125 ksi. 3. 278 - 3/4" diameter bolt per SAE J429 Grade 5, Sy (min) = 92 ksi, S" (min) = 120 ksi. EXTENSION SECTION COUPLINGS: 1. Shall be formed as integral part of the plain extension shaft material. For SS anchors, couplings shall be hot upset forged sockets. 2. Shall be formed as integral part of the plain extension shaft material. For 278 material, couplings shall be hot upset expanded sockets. FOUNDATION REPAIR BRACKET: 1. Brackets are formed from steel that meets or exceeds the requirements of ASTM A36, and have a hot -dipped galvanized coating per ASTM A153. WELDING: 1. All welding shall be in accordance with AWS D1.1, latest revision. 2. All welders shall be Chance certified to AWS specifications. FINISH, GALVANIZED: 1. All material shall be hot -dipped galvanized in accordance with ASTM A153 after fabrication. city or Wheat Ridge 7 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: I _ Job Address: �. S �► Lf� AU+; Permit Number: >,t / "? ® % 9 a (, �PCi(,y ef� egg Y O u N t7 to -4 r ,- T -o b i i '7 �, -3 1' ct tib Ki S P f c c, b !,! 'D V G I(Ir 1 r e \- r.1 ___ Pe _f-/ c hl - ❑ No one available for inspection: Time � 1S A PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:-'e-7- 03-234-Date:'e-7- a 7 Inspector: DO NOT REMOVE THIS -NOTICE City of Wheat Ridge w Residential Roofing PERMIT - 201703765 PERMIT NO: 201703765 ISSUED: 07/11/2017 JOB ADDRESS: 6355 W 47th AVE EXPIRES: 07/11/2018 JOB DESCRIPTION: Residential Re -Roof to install GAF HD asphalt shingle with 24 SQ RE -ROOF HOUSE, PITCH 5/12 *** CONTACTS *** OWNER (239)560-0958 MAHONY MIKE SUB (303)680-4020 Steve Popp 100170 Popp Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,800.00 FEES Total Valuation 0.00 Use Tax 142.80 Permit Fee 156.75 ** TOTAL ** 299.55 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Roofing PERMIT - 201703765 PERMIT NO: 201703%65 ISSUED: 07/11/2017 JOB ADDRESS: 6355 W 47th AVE EXPIRES: 07/11/2016 JOB DESCRIPTION: Residential Re—Roof to install GAF HD asphalt shingle with 24 SQ RE —ROOF HOUSE, PITCH 5/12 I, by my signature, do hereby attest that the work to be perforn�ed 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 pennit and perform the work described and approved in conjunction with .this nnit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perorm ajndthat a I work be erf�o d is disclosed in this document nd/or i 'accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) , ate 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 writingand received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements; fees and procedures for approval of any new pen -nit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any apphc cabl or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett D:-(1 r`7 From: no-reply@ci.wh eat ridge.co.us Sent: Wednesday, June 28, 2017 10:54 AM To: Permits CommDev 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 Property Owner Email Address 6355 W. 47th Ave Wheatridge CO 80033 Mike Mahony 239-560-0958 mikemahonydenver@gmail.com Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Steve Popp Contractor's License 100170 Number (for the City of Wheat Ridge) Contractor Phone 303-680-4020 Number Contractor Email Address popproofing@gmail.com Retype Contractor Email popproofing@gmail.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing GAF HD Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 26 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 26 roofing material for this project Provide additional detail Re -roof house, pitch 5/12 here on the description of z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 6800.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Steve Popp Email not displaying correctly? 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W#t Not � . -. , rt e ^A.'�6 Aw •i t sA ggyy pp:. ftft 00 404 ":.rea ,, ".--•.ffi�iN aeti i^ 6x ..k&iaae tSl” 3aiE'm.kuY.a..k sJwf, kea. rkat.R.....z 'anvi.Ar •xM •_ -.. •.�..m..w'�.e« kra.u.o ,n..uw.. x:.�,. .. ..... w.. a" a *4 _x... ._... �] AV h R k -z- S WATERSHED ROOFING AND RESTORATION Date: ' Z 10 To: Permit Technician City of Wheat Ridge Building Dept 7500 W 29`h Ave Wheat Ridge, CO 80033 PERMIT AUTHORIZATION j��(j 5 " Watershed Roofing and Restoration authorizes the following representative of our company to pick up permits for our job at location: q ] 2-e (Street number and name PAN L R H A1C)) fi (Employee name - print) Employee must present a copy of signed job contract and photo ID. X N (Ron Antener - Wheat Ridge Lic# 170158- Owner Watershed Roofing and Restoration) ANY USE OF THIS AUTHORIZATION FOR PERMIT ACQUISITION OTHER THAN CURRENT WATERSHED ROOFING AND RESTORATION CONTRACTED WORK IS NOT PERMITTED. Wheat Ridge license number #170158 Watershed Roofing and Restoration, 1360 S Wadsworth Blvd., Suite 116, Lakewood, CO 80232 P: 303.643.5033 vvvvw.vv4.ers itarvu