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HomeMy WebLinkAbout3030 Jay StreetCITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: "`i ffuE7 ll '�Zrl Job Address: ? 1 uL4_A Permit Number: �. ❑ No one available for inspection: Time M/PM -P Re -Inspection required: Yes � No When corrections are complete, scale re -inspection online. Dater 1 � ZY 4 . A. Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE j No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Homeowner Interior Remodel PERMIT - 202000487 PERMIT NO: 202000487 ISSUED: 03/26/2020 JOB ADDRESS: 3030 Jay St EXPIRES: 03/26/2021 JOB DESCRIPTION: Relocate and upgrade electrical service from house to garage 200 amps, upgrade and add lighting to living room and two closets, relocate outlets, upgrade wiring; upgrade plumbing supply, install tankless water heater and relocate, relocate washer and dryer; bathroom remodel to include adding a shower and reposition toilet, replace shower with bathtub in 2nd bathroom and reposition toilet, replace waste lines and vents as needed - 1,612 sq ft total **REVISION 4/7/2020: Upgrade the relocated meter on exterior of detached garage to 320amp service which has been approved by Xcel Engery. Install 200 amp panel inside garage. Replace existing panel on exterior of house with 200 amp panel. Service trenched from garage to house. Gas furnace to be relocated to attic. Insulation added to attic and exterior walls in Den/S. Bedroom, N.E. Bedroom, Exercise room, #1 closet, #2 closet and West wall of N.W. bedroom. Replace 7 windows with same RO. new windows. Per engineering attached, cut and pour new foundation at cracked foundation, in center of house (interior) foundation wall; Added valuation: $9,500.00 *** CONTACTS *** OWNER (303)386-6480 PETERSON DEVAN & ROMAYNE KETCH GC (720)556-9425 NATHAN HOPPE 202076 ROOT HOMES SUB (303)564-0024 KEVIN SUTTON 140053 COMPASS MECHANICAL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 84,500.00 FEES Total Valuation 0.00 Plan Review Fee 657.35 Use Tax 11774.50 Permit Fee 11011.30 Investigative Fees 11011.30 ** TOTAL ** 41454.45 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. NOTE: Consultations and inspections will only be performed with the homeowner of record present. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 1* ► � i City of Wheat Ridge '/� Homeowner Interior Remodel PERMIT - 202000487 PERMIT NO: 202000487 ISSUED: 03/26/2020 JOB ADDRESS: 3030 Jay St EXPIRES: 03/26/2021 JOB DESCRIPTION: Relocate and upgrade electrical service from house to garage 200 amps, upgrade and add lighting to living room and two closets, relocate outlets, upgrade wiring; upgrade plumbing supply, install tankless water heater and relocate, relocate washer and dryer; bathroom remodel to include adding a shower and reposition toilet, replace shower with bathtub in 2nd bathroom and reposition toilet, replace waste lines and vents as needed - 1,612 sq ft total **REVISION 4/7/2020: Upgrade the relocated meter on exterior of detached garage to 320amp service which has been approved by Xcel Engery. Install 200 amp panel inside garage. Replace existing panel on exterior of house with 200 amp panel. Service trenched from garage to house. Gas furnace to be relocated to attic. Insulation added to attic and exterior walls in Den/S. Bedroom, N.E. Bedroom, Exercise room, #1 closet, #2 closet and West wall of N.W. bedroom. Replace 7 windows with same RO. new windows. Per engineering attached, cut and pour new foundation at cracked foundation, in center of house (interior) foundation wall; Added valuation: $9,500.00 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 municpal 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Tuesday, April 21, 2020 5:55:25 PM Revision to Permit Application Permit Number 202000487 assigned to project PROPERTY INFORMATION Permit Number 202000487 Property Address 3030 Jay St Property Owner Name Devan Peterson Property Owner Phone 3033866480 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email 3030 Jay St. Address CONTRACTOR INFORMATION Contact Name Nathan Hoppe Contact Phone Number (enter WITH dashes, eg 303-123-4567) 14m@ a FRI91inw-ArGRm 3035640024 roothomesllc@yahoo.com Retype Contact Email roothomesllc@yahoo.com Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Upgrade the relocated meter on exterior of detached garage to 320amp service which has been approved by Xcel Engery. Install 200 amp panel inside garage. Replace existing panel on exterior of house with 200 amp panel. Service trenched from garage to house. Gas furnace to be relocated to attic. Insulation added to attic and exterior walls in Den/S. Bedroom, N.E. Bedroom, Exercise room, #1 closet, #2 closet and West wall of N.W. bedroom. Replace 7 windows with same RO. new windows. Per engineering attached, cut and pour new foundation at cracked foundation, in center of house (interior) foundation wall. Engineer Letter (if Enaineer ino revision 1 ndf applicable) Additional Documents Field not completed. on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. 9500 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Nathan R. Hoppe Revision Email not displaying correctly? View it in your browser. G E N E R A L 5 T R U G T U R A L N O T E S 1.0 GOVERNI NG BUI LD1 NG CODE: 2012 INTERNATIONAL BUILDING CODE 2.0 D E S I G N L O A D S A. DEAD LOADS: • a. ROOF: 15 psf b. FLOOR: 12 psf B. LIVE LOADS: a. SNOW (GROUND): 43 psf b. SNOW (ROOF): 30 psf c. FLOOR: 40 psf G. AND: a. ULTIMATE WIND SPEED: 135 MPH - EXPOSURE r,'(5 SECOND GUST) b. BASIC, WIND SPEED: 105 MPH - EXPOSURE 'G' (3 SECOND GUST) c. RISK CATEGORY: II d. INTERNAL PRESSURE: +0.18, -0.1& (ENCLOSED BUILDING) D. SEISMIC: a. DESIGN CATEGORY: B b. RISK CATEGORY: II C. EARTHQUAKE IMPORTANCE FAGTOR. 1.0 d. SOIL SITE CLASS: D 3.0 GENERAL A. THE STRUCTURAL DOCUMENTS ILLUSTRATE THE COMPLETED STRUCTURE WITH ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING AND SHORING AS REQUIRED DURING GONSTRUGTON TO WITHSTAND ALL LOADS, STOGKPILES OF MATERIALS AND EQUIPMENT. SUGH BRACING SHALL BE LEFT IN PLACE AS LONG AS REQUIRED UNTIL THE GONSTRUGTION OF THE STRUCTURE IS COMPLETED. B. GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROTECTION OF PERSONS AND PROPERTY EITHER ON OR ADJACENT TO THE PROJECT AND SHALL PROTECT SAME AGAINST INJURY, DAMAGE OR L055 DURING CONSTRUCTION. G. GENERAL CONTRACTOR 15 RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH WORK AFFECTED BY AREAS WITH EXISTING CONDITIONS. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE 51"RUGTURAL ENGINEER IMMEDIATELY. D. WHERE PERIODIC OR CONTINUOUS INSPECTIONS AND / OR TESTING ARE REQUIRED BY THESE DOCUMENTS, GOVERNING BUILDING CODE OR THE GOVERNING BUILDING OFFICIAL, ENGINEER OR AN INDEPENDENT INSPEGTION AND / OR TESTING AGENCY SHALL BE RETAINED BY THE OWNER TO PERFORM REQUIRED INSPECTIONS AND / OR TESTING. E. THE GONTRAGTOR SHALL INFORM ARGHITEGT AND ENGINEER GLEARLY IN WRITING AND PROVIDE DOGUMENTAMON FOR THE REVIEW OF ANY SUBSTITUTIONS OR DEVIATIONS OF REQUIREMENTS OF THE GONTRAGT DOGUMENTS. F. THESE PLANS HAVE BEEN ENGINEERED FOR CONSTRUCTION AT ONE SPECIFIC BUILDING SITE. BUILDER ASSUMES ALL RE5PON5I B I L I TY FOR USE OF THESE PLANS AT ANY OTHER LOCATION. G. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. PLANS AND DETAILS ARE TO SCALE UNLESS NOTED. WHILE DRAWING SCALE IS BELIEVED TO BE RELIABLE, THE ACCURACY AND GOMPLE7ENES5 IS NOT GUARANTEED BY THE ENGINEER. CONSULT THE ARGHITEGT OR ENGINEER OF RECORD FOR DIMENSION VERIFICATION. NOTIFY ARGHITEGT OR ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN THE ARCHITECTURAL AND STRUCTURAL DOCUMENTS BEFORE PROCEEDING WITH THE WORK. H. NO 5TRUGTURAL MEMBERS SHALL BE GUT, NOTCHED OR OTHERWISE PENETRATED UNLESS ALLOWED EY MANUFACTURER, SPECIFICALLY SHOWN ON THESE DOCUMENTS OR APPROVED BY THE ENGINEER IN ADVANCE. I. SECTIONS OR DETAILS SHOWN OR NOTED APPLY TO SIMILAR GONDITIONS ELSEWHERE NOT SPEGIFIGALLY SHOWN OR NOTED. J. THESE CONSTRUCTION DOCUMENTS ARE BASED ON THE WORK BEING COMPLETED IN A WORKMAN LIKE MANNER BY A CONTRACTOR EXPERIENCED WITH SIMILAR CONSTRUCTION. 4.0 F O U N D A 71 O N S A. SOIL DESIGN VALUES SHOWN BELOW HAVE BEEN ASSUMED FOR USE IN THE FOUNDATION DESIGN, AND ARE TO BE VERIFIED BY OPEN HOLE INSPECTION BY A SOILS ENGINEER RETAINED BY THE OWNER. ANY GHANGES IN THE STATED SOIL DESIGN VALUES MAY REQUIRE REVISIONS TO THE FOUNDATION DESIGN. B. FOOTINGS SHALL BE FOUNDED UPON UNDISTURBED NATURAL 501L OR COMPACTED FILL, TESTED AND APPROVED BY A SOILS ENGINEER. a. MAXIMUM DESIGN 501L BEARING PRESSURE: 1,500 PSF. b. MINIMUM DEAD LOAD: O PSF. c. FOOTINGS SHALL BE PLACED A MINIMUM OF 36" BELOW FINAL FINISHED GRADE (FROST DEPTH) d. DESIGN LATERAL 501L PRESSURE (EQUIVALENT FLUID PRESSURE, AT REST GONDITION, USING ON-SITE GRANULAR SOILS AS SAGKFILL): 50 PSF/FT. 0. PRIOR TO BACKFILLING, THE GONTRAGTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING FOUNDATION WALL5 TO RETAIN EARTH AGAINST BACKFILLING PRESSURES UNTIL SUPPORTING ELEMENTS INCLUDING FLOOR SLABS ARE IN PLACE. D. FOUNDATION WALLS AND GRADE BEAMS HAVING EARTH PLACED ON BOTH SIDES SHALL HAVE BOTH SIDES FILLED SIMULTANEOUSLY TO MAINTAIN A COMMON ELEVATION. E. DO NOT BACKFILL WITH EXPANSIVE SOILS, VERIFY FILL TYPE WITH SOILS ENGINEER PRIOR TO BAGKFIL -INC. F. PROVIDE A GONTINUOUS PERIMETER DRAIN SYSTEM PER THE SOILS ENGINEER WITH AN INVERT A MINIMUM OF 6" BELOW THE BOTTOM OF THE BASEMENT SLAB. EXTEND THE PERIMETER DRAIN TO A SUMP OR TO DAYLIGHT. CO-ORDINATE DESIGN WITH ANY RECOMMENDATIONS CONTAINED IN THE 501L REPORT. G. PROVIDE 8" CLEAR MINIMUM FROM GRADE TO TOP OF FOUNDATION WALL. FOOTING BEARING ELEVATIONS SHALL BE ADJUSTED IN THE FIELD TO ACCOMMODATE FINAL ANTICIPATED FINISHED GRADES AND REQUIRED FROST DEPTHS, NOTIFY ENGINEER OF CHANGES IN ELEVATION FROM THAT SHOWN ON FOUNDATION PLAN. H. CENTER ALL FOOTINGS UNDER WALL5, COLUMNS OR GRIDLINES UNLESS NOTED OTHERWISE ON DOCUMENTS. I. SLOPE THE EXTERIOR GRADE AWAY FROM THE STRUGTURE. 5.0 GONGRETE AND RE INF O RG E M E NT A. GONGRETE DESIGN IS BASED ON "BUILDING GODE REQUIREMENTS FOR 5TRUGTURAL CONCRETE" (AGI SO - LATEST EDITION). B. GONGRETE SHALL GONFORM TO THE APPLICABLE PROVISIONS OF "SPEGIFIGATIONS FOR 5TRUGTURAL CONCRETE FOR BUILDINGS" (AGI 301 - LATEST EDITION). G. GONGRETE SHALL BE NORMAL WEIGHT (145 PGF) WITH STONE AGGREGATE AND DEVELOP A MINIMUM 25 -DAY COMPRESSIVE STRENGTH AS FOLLOWS: a. FOOTINGS AND FOUNDATION WALLS 3500 P51. b. SLABS -ON -GRADE 3500 P51. D. GEMENT SHALL BE TYPE I / II (OR TYPE V) CONFORMING TO ASTM 0150. E. FLY ASH SHALL GONFORM TO ASTM C615, GLASS G OR F. FLY ASH SHALL NOT EXCEED 20% OF THE TOTAL WEIGHT OF GEMENTITIOUS MATERIAL. F. NO ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL BE PERMITTED IN ANY CONCRETE. G. GOLD WEATHER GONGRETING: WHEN TEMPERATURES DROP BELOW 40 DEGREES AT ANY TIME DURING GONGRETE PLAGING AND GURING,THE PROVISIONS OF AGI306R SHALL BE FOLLOWED TO PROTECT GONGRETE FROM FREEZING. H. HOT WEATHER CONCRETING: PLACE AND CURE CONCRETE IN ACCORDANCE WITH AGI 305. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE SLUMP AT TIME OF PLACEMENT BELOW 90 DEGREES F. I. CONCRETE MUST BE CONTINUOUSLY PLACED WITHOUT HORIZONTAL GOLD a. UNFORMED 5URFAGE CAST AGAINST EARTH a. • JOINTS. IF GOLD JOINTS ARE NECESSARY, ADEQUATE REINFORCING AND b. FORMED 5URFAGE EXPOSED TO EARTH OR WEATHER VERTICAL BARS SHALL BE FULL -HEIGHT; HORIZONTAL BARS SHALL = HORIZONTAL KEYS OR A ROUGHENED SURFACE MUST BE PROVIDED; 2. #5 AND SMALLER BARS • COORDINATE REQUIREMENTS WITH ENGINEER. ALL REINFORCING STEEL c. FORMED 5URFAGE NOT EXPOSED TO EARTH OR WEATHER ON S m = o SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. (0)#14 THROUGH #18 BARS s ryom MUST BE ON (b) #11 AND SMALLER BARS 3/4" • vmP J. DEFORMED REINFORCEMENT: ASTM A615, GRADE 60 EXGEPT TIES OR 1 1/2"kiamt STIRRUPS: ASTM A615, GRADE 40. R. WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY WHERE K. REINFORCING BARS TO BE WELDED SHALL BE ASTM A706, GRADE 60. J INDICATED ON THE DRAWINGS AND SHALL BE IN COMPLIANCE WITH ALL w ee==P L. WELDED WIRE FABRIC: ASTM ASS (LAP ONE FULL MESH AND TIE SEGURELY, GUT ALTERNATE WIRES AT CONTROL JOINTS). STEEL WELDING CODE', AWS DIA LATEST EDITION. PROVIDE WELDING Q PROCEDURES AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE � o m " M. REINFORCEMENT SHALL BE FABRIGATED AND PLACED AS PER THE O r LATEST EDITION OF THE AGI "MANUAL OF STANDARD PRAGTIGE FOR • DETAILING CONCRETE STRUCTURES" (AGI -315). 5 w S. BASE PLATES, ANGHOR BOLTS, SUPPORT ANGLES AND OTHER STEEL G N. SPLICE LENGTH, DOWEL PROJEGTION OR EMBEDMENT SHALL BE A MINIMUM W MINIMUM OF 3 IN. OF GONGRETE. I IF 0 N O o OF 55 BAR DIAMETERS. O. MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL- TEEL a. UNFORMED 5URFAGE CAST AGAINST EARTH a. 3" REN K b. FORMED 5URFAGE EXPOSED TO EARTH OR WEATHER VERTICAL BARS SHALL BE FULL -HEIGHT; HORIZONTAL BARS SHALL I. #6 THROUGH #15 BARS 2" 2. #5 AND SMALLER BARS 1 1/2" PROJECT NUMBER 2019-0432 c. FORMED 5URFAGE NOT EXPOSED TO EARTH OR WEATHER ON S I. SLABS, WALL5 AND JOISTS (0)#14 THROUGH #18 BARS 1 1/2" MUST BE ON (b) #11 AND SMALLER BARS 3/4" ALL 2. BEAMS AND COLUMNS 1 1/2"kiamt P. PROVIDE 2-#5 EAGH SIDE OF ALL WALL OPENINGS OR NOTCHES, U.N.O. -1-1-11111 VERTICAL BARS SHALL BE FULL -HEIGHT; HORIZONTAL BARS SHALL PROJECT NUMBER 2019-0432 EXTEND A MINIMUM OF 5'-0" BEYOND THE EDGE OF THE OPENING. Q. MAINTAIN CONTINUITY OF ALL HORIZONTAL REINFORCEMENT AT CORNERS, INTERSECTIONS AND AT STEPS IN THE TOP AND BOTTOM OF WALL5 OR FOOTINGS. R. WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY WHERE J INDICATED ON THE DRAWINGS AND SHALL BE IN COMPLIANCE WITH ALL w THE REQUIREMENTS OF THE AMERIGAN WELDING SOGIETY "REINFORGING STEEL WELDING CODE', AWS DIA LATEST EDITION. PROVIDE WELDING Q PROCEDURES AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE O WELDED TO ENGINEER FOR APPROVAL. 5 S. BASE PLATES, ANGHOR BOLTS, SUPPORT ANGLES AND OTHER STEEL G EXPOSED TO EARTH OR GRANULAR FILL SHALL BE GOVERED WITH A W MINIMUM OF 3 IN. OF GONGRETE. 0 N O o T. PROVIDE SLIP JOINT MATERIAL SEPARATING THE FLOOR SLAB FROM THE 0 LL ; PIPE COLUMNS AND PLUMBING PENETRATIONS TO ALLOW THE SLAB MOVEMENT INDEPENDENT THE COLUMNS OR PLUMBING. PROTECT STEEL m o COLUMNS FROM GORR0510N BELOW GRADE. p w U. JOINTS IN ACCORDANCE WITH 0 >- m 3 PROVIDE SLAB CONTROL SOILS REPORT RECOMMENDATIONS. GONTROL JOINTS SHALL BE SAW GUT TO 1/4 OF THE Q SLAB DEPTH AND SHALL BE LOCATED AT ALL COLUMN CENTERLINES IN AT LEAST ONE DIRECTION. Ory� V. FOR LOCATION, 51ZE AND DETAILS OF OPENINGS, SLEEVES, INSERTS, GONDUITS, PIPES SLOTS AND RELATED ITEMS REQUIRED TO BE LOCATED PRIOR TO PLAGING CONCRETE, REFER TO ARGHITEGTURAL, MEGHANIGAL, 0 ELECTRICAL AND OTHER DRAWINGS FOR THIS PROJECT. City of 129K R dge COMMUN r1Y UEVEIVPMENT APPROVED F� � • . �c, Reviewed for Code Compliance Randy Slusser 4/24/2020 Plans Examiner Date MetlM os xEmx: rhe issuance o/a pxMe w vppsosW afpkru rperifrmlbro anOmmpuroMv shvN nm h a pemar/w; a an apparM o% PM wlonon b anY of Me proWsbns aJ me WpdMg tone or oJoD'l'M adsnmres. Rrmaa presuming ro Bh* oufhmap ro vklple w asnsel UuprerWens of rha fuYN1p nada er oMer onAnaiar M Me Cry shall nm ee wxd. ©COPYRIGHT 2019 BY MCENTGROUF, IT J L 1 OF 4 6.0 5TRUGTURAL STEEL A. ALL STRUCTURAL STEEL SHALL BE OF THE GRADES INCLUDED BELOW: a. WIDE FLANGE SHAPES, CHANNELS AND TEES: ASTM A992 (FY=50 <51). b. OTHER ROLLED SHAPES (ANGLES, PLATES AND BARS): ASTM A56 (FY=56 <51). C. STEEL RODS AND MISCELLANEOUS (EXCEPT THREADED ROD): A57M A56 (FY=36<51) d. STEEL PIPE: ASTM A55, GRADE B (FY=55 <51). e. STRUCTURAL TUBE SECTIONS (TS AND HSS): A5TM A500, OF. B (FY=46 <51). B. 5TRUGTURAL STEEL DESIGN 15 BASED ON "SPEGIFIGATIONS FOR 5TRUGTURAL STEEL BUILDINGS% AISG -LATEST EDITION. G. ALL 5TRUGTURAL STEEL SHALL BE DETAILED, FABRIGATED AND ERECTED IN AGGORDANGE WITH THE STANDARDS SET FORTH IN THE LATEST EDITION OF THE AISG GODE OF STANDARD PRACTICE. D. BOLTS AND THREADED RODS. a. ALL STEEL -TO -STEEL GONNEGTIONS: ASTM A325 b. TIMBER GONNEGTIONS AND MISCELLANEOUS BOLTS: ASTM A301 OR A (FU=60<SI) c. THREADED RODS (EXGEPT FOR ANGHORING TO FOUNDATION): ASTM A501 OR A (FU=60<51) d. FOUNDATION ANGHORS (THREADED RODS AND CAST -IN BOLTS): ASTM F1554, OR 36 (FY=36<51) E. WELD MATERIAL: E10XX ELECTRODES, WELDING MAY ONLY BE PERFORMED BY AWS CERTIFIED WELDERS. F. NON -SHRINK GROUT SHALL HAVE A MINIMUM GOMPRE551VE STRENGTH OF 2500 F51 AFTER ONE DAY AND -T000 F51 AFTER 28 DAY5, BE NON-GORRO5IVE, NON-METALLIC, AND NON -STAINING CONTAINING SILICA SANDS, PORTLAND GEMENT, SHRINKAGE COMPENSATING AND WATER REDUCING AGENTS. G. STEEL -TO -STEEL FIELD BOLTED CONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS OF BEARING TYPE WITH 3/4" DIA. A325 -N HIGH STRENGTH BOLTS PER A15G "MANUAL OF STEEL GONSTRUGTION" UNLESS NOTED OTHERWISE ON THE DOCUMENTS. STEEL -TO -STEEL CONNECTIONS SHALL BE DESIGNED AND FABRIGATED BY THE 5TRUGTURAL STEEL SUPPLIER FOR 605y OF THE TOTAL UNIFORM LOAD GAPAGITY FOR EACH BEAM AND SPAN AS SHOWN IN THE AISG UNIFORM LOAD CONSTANT TABLES. H. ADJUSTABLE PIPE GOLUMNS SHALL BE DESIGNED BY THE GOLUMN SUPPLIER INCLUDING BUT NOT LIMITED TO THE SGREW JAG<, TOP PLATE AND BEARING PLATE FOR THE LOADS LISTED BELOW: a B" DIA. NOMINAL STD. ADJ. PIPE GOLUMNS: 25,000 LBS AT 9'-O" MAXIMUM LENGTH. I. EXPANSION BOLTS SHALL BE WEDGE TYPE ZING -PLATED OR STAINLESS STEEL HILTI, REDHEAD, OR COIAPPROVED EQUAL BOLTS. INSTALL EXPANSION BOLTS IN AGGORDANGE WITH MANUFACTURERS' REGOMMENDATION5 AND RETOROUE AFTER 24 HOURS. J. DRILL, EPDXY AND INSTALL THREADED RODS, DOL75 AND STEEL BARS IN AGGORDANGE WITH MANUFACTURERS' RECOMMENDATIONS. GLEAN OUT HOLE AFTER DRILLING AND PRIOR TO INJEGTING EPDXY. TIGHTEN NUTS AFTER EPDXY HAS GURED. <. ALL 57RUG7URAL STEEL 15 TO BE PRIMED PRIOR TO SHIPMENT AND TOUGHED -UP AFTER ERECTION. 1.0 W O O D F R A M I N G A. ALL DIMENSIONAL LUMBER AND TIMBERS USED FOR STRUCTURAL FRAMING SHALL BE AT A MOISTURE GONTENT OF I9% OR LE55 AND HAVE THE FOLLOWING MINIMUM VISUAL GRADE STAMP WITH UNFAGTORED ALLOWABLE 5TRE55E5. a. 2x STUDS, < 8'-0" HEM FIR, STUD GRADE (Fb=615 p51, Fc= 800 951, E=1,200,000psi) b. 2x STUDS, > 8'-O" <I0' -O": HEM FIR, NO. 2 (Fb=850 psi, Fc = 1300 psi, E=1,300,000951) c. 2x/4x JOISTS/RAFTER: HEM FIR, NO. 2 (Fb=850 psi, E=1,300,000p5i) d. 2x STUDS, < 8'-O": DOUGLAS FIR, STUD GRADE (Fb=100 psi, Fc= 85O 951, E=1,400,000p5i) e. 2x STUDS, > 8'-O', <IO' -O": DOUGLAS FIR, NO. 2 (Fb=900 psi, Fc = 1550 psi, E=1000,000psi) © COPYRIGHT 2019 BY ASCENT GROUP, IT F. 2x/4x JOISTS/RAFTER: DOUGLAS FIR, NO. 2 (FCG=-O0 psi, E=1,600,000951) g. POSTS AND TIMBERS (5x5 AND LARGER): DOUGLAS FIR, NO.1 (Fb=1200951, Fc=1000 psi, E=1,600,000ps1) h. BEAMS AND STRINGERS (5X5 AND LARGER): DOUGLAS FIR, NO.1 (Fb=1350ps1, Fc=925 psi, E=1,600,000p51). B. PROVIDE PRESSURE TREATED LUMBER OR COIAPPROVED BARRIER AT LOCATIONS WHERE MEMBER 15 TO BE IN CONTACT WITH CONCRETE, MASONRY OR SOIL, UNLESS NOTED OTHERWISE. G. PRESSURE TREATED LUMBER: ALL FASTENERS AND HANGERS FOR USE WITH AGQ TREATED LUMBER SHALL BE GALVANIZED WITH A 6185 COATING OR SHALL BE STAINLESS STEEL. LUMBER IN CONTACT WITH CONCRETE BUT NOT EXPOSED TO WEATHER SUCH AS MUD51LL5 MAY BE TIMBERSTRAND STRANDOUARD AS MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL IN LIEU OF CORROSIVE AGO TREATED LUMBER. D. ALL WALL STUDS SHALL BE GONTINUOUS FROM FLOOR TO FLOOR OR FROM FLOOR TO ROOF. E. PROVIDE CRIPPLE STUDS OR SQUASH BLOG<S BELOW SOLID OR BUILT-UP POSTS OR GOLUMNS WITHIN FLOOR SPACES BELOW TO FOUNDATION. PROVIDE GRIPPLE STUDS OR SQUASH BLOG<S WITH EQUIVALENT NUMBER OF STUDS OR AREA OF POST. F. METAL HANGERS AND GONNECTORS SHALL BE "SIMPSON STRONG -TIE" OR AN APPROVED EQUAL. UNLESS NOTED OTHERWISE PROVIDE ALL MANUFAGTURER REGOMMENDED FASTENERS FOR THE MAXIMUM GAPAGITY OF THE HANGER. NOTE: ALL EPDXY DOWELS SHOWN TO BE #5 X 2'-O" A/ 6" MIN. EMBED. CENTER IN WALL OR FOOTING, U.N.O. USE HILTI HIT-HY 200 EPDXY OR APPROVED EQUAL. (2) DOWELS TOP OF WALL AS SHOWN (E) FDN WALL, TYP. (2) DOWELS BOT. OF WALL AS SHOWN (2) DOWELS INTO (E) FTG 8" o.c. (HORIZ.) (N) COL. $ ANCHORS RE:O 2 G. NAILING SHALL CONFORM TO INTERNATIONAL BUILDING CODE TABLE 2304.9., UNLESS MORE OR LARGER NAILING 15 OTHERWISE SPECIFIED. H. FASTEN ALL WOOD MEMBERS WITH GOMMON NAILS UNLESS NOTED OTHERWISE, WHERE POWER NAILS ARE USED THEY SHALL BE EQUIVALENT IN DIAMETER TO THE GOMMON NAIL INDIGATED. PREDRILL NAIL HOLES AS REQUIRED TO PREVENT SPLITTING OF THE WOOD MEMBERS. I. AT STEEL BEAMS, FASTEN BEAM WITH 2x NAILER BY WIDTH OF BEAM TO BEAM FLANGE WITH HILTI X -U 0.151" DIA. POWDER ACTUATED FASTENERS OR APPROVED EQUAL @ 12" cc. STAGGERED UNLESS OTHERWISE NOTED. AT FLUSH FRAME GONDITIONS FAG< BEAM WEBS SOLID AND PROVIDE 1/2" DIA THRU BOLTS @ 24" cc. STAGGERED UNLESS OTHERWISE NOTED. 8.0 S P E G I A L I N 5 P E G T 1 0 N S A. AS REQUIRED BY THE BUILDING OFFICIAL, THE OWNER SHALL EMPLOY SPECIAL INSPECTORS FOR THE FOLLOWING TYPES OF CONSTRUCTION PER INTERNATIONAL BUILDING CODE SECTION I701 AND THE SPECIAL INSPECTORS SHALL SUBMIT A SIGNED FINAL REPORT TO THE BUILDING DEPARTMENT, ARGHITEGT AND STRUCTURAL ENGINEER. a. PREPARATION OF FOUNDATION 5U56RADE INCLUDING FILLING AND GOMPAGTI ON. b. CONCRETE PLACEMENT INCLUDING REINFORCING STEEL AND P057-7EN5IONING STRANDS, EXCEPT NON POST -TENSIONED SLABS -ON -GRADE. c. 5TRUGTURAL WELDING. (E) DBL 2x FLOOR BEAM. TRIM END TO HANG BEAM FROM FAGE OF NEW WALL A/ HU25-2 OR HUC28-2, FASTENED TO CONCRETE w/ 51MP50N TITEN 2 ANCHORS (1/4" x 1 5/4") PER 5IMF50N 5PEG5. F.V. EXAGT LOGATION AND GHOO5E HANGER TO MAXIMIZE DISTANGE BETWEEN ANCHORS AND GOLUMN ANGHORS DEMO (E) FOUNDATION WALL AND FOOTING TO DIMENSIONS SHOWN ON PLAN. ROUGHEN 5URFAGE OF (E) FDN WALL AND FTG TO 1/4" AMPLITUDE AND THOROUGHLY GLEAN SURFAGE PRIOR TO POURING NEW FOUNDATION, TYP. w FTG TO BEAR ON ' /.�/.� /V /. FOOTING REINF. UNP157URDEP 501L RE: PLAN RE: PLAN (N) FOUNDATION WALL & FOOTING liilllll� �'04/1S/202A, OT' n z e� m v m m _ o z =_ m z - m `o e s aam z==P � 3m u� z� w 0 a a e � PROJECT NUMBER 2019-0432 J w 0 0 2 N W O 0 N U o LL u�i w Z ¢ o O V�r Z ow Q 3 0 M0 `,' City of Wheat Ridge wilding Division SO.2 2 OF 4 �. Ilk B a 4 ° a 6 LAP #5 BARS A/ ALL o o - D WALL DOWELS. #5 TO EXTEND FULL WIDTH OF ° ° P IN FDN WALL, TYP. D -0 Po a b DEMO (E) FOUNDATION WALL AND FOOTING TO DIMENSIONS SHOWN ON PLAN. ROUGHEN 5URFAGE OF (E) FDN WALL AND FTG TO 1/4" AMPLITUDE AND THOROUGHLY GLEAN SURFAGE PRIOR TO POURING NEW FOUNDATION, TYP. w FTG TO BEAR ON ' /.�/.� /V /. FOOTING REINF. UNP157URDEP 501L RE: PLAN RE: PLAN (N) FOUNDATION WALL & FOOTING liilllll� �'04/1S/202A, OT' n z e� m v m m _ o z =_ m z - m `o e s aam z==P � 3m u� z� w 0 a a e � PROJECT NUMBER 2019-0432 J w 0 0 2 N W O 0 N U o LL u�i w Z ¢ o O V�r Z ow Q 3 0 M0 `,' City of Wheat Ridge wilding Division SO.2 2 OF 4 �'04/1S/2.02.0;44/ 0 NAL ENG\ © COPYRIGHT 2019 BY ASCENT GROUP, IT m a� Wv m W_ m" W roe � 301 U � o C e F M 0 a �o o e � PROJECT NUMBER 2019-0432 w 0 I0 q W O U r p i o m w O o m O i a W T � x Q 3 0 m 0 City of Wheat Ridge Building Division SO.3 3 OF 4 TOP OF COL. J (N) H55 GOL RE: PLAN w/ PL. 1/2 x RE:(@ 4 1/2 x 0'-6" BASEPLATE. FASTEN TO WOOD BEAM (6) 51MF50N f 2.3 5D525500 5GREW5, (5) EA. 51DE 0 LU EO. EO. OF COLUMN, CENTERED ON 2x8 3/16 3/16 3/16 ® BASEPLATE `�= BEAM1/2" (E) (5) 2x8 FLOOR w/ (2) 5/8" HOLES * s -O s I O G ®I ATE r.A®FLATE I/2" 5CALE: 1 I/2 I' -O" 4" 57IFF. h'_, (N) 6x6 P057 w/ PG6Z P057 GAP. EA. 51DE WALL, INTERRUPT CENTER UNDER BEAM AND COL. ABOVE SI SILL PLATE @ COL. BE M PER (N) A5U66Z POST BASE w/ HILTI K55 FLA N H55 COLUMN RE: PLAN EXFAN51ON ANGHOR w/ MIN 4" EMBED. INTO F76 FASTEN COLUMN DOWN TO 1 ,p F00TINS w/ (2) 1/2"4 TITEN ° FOOTING RE PLAN, —, (4) 4"0 A525 HD, B" MIN. EMBED ° TO BEAR ON 7��/ o UNDISTURBED SOIL BOLTS o ` I I FDN WALL RE: PLAN 2" GAP PLATE MATGH BEAMCENTER WIDTH GOL.ff ANCHORS > IN 2x WALL, U.N.O. ON PLAN, MIN. 2" EDGE 1;1157ANCE �. $ COL PER PLAN TYP CAP PLATE M TYP. COLUMN BASE (N) COL. CONN. & FTG �. 1II = 1'_0 . 2III = 1'_0 �. 111 = 1'_0 �'04/1S/2.02.0;44/ 0 NAL ENG\ © COPYRIGHT 2019 BY ASCENT GROUP, IT m a� Wv m W_ m" W roe � 301 U � o C e F M 0 a �o o e � PROJECT NUMBER 2019-0432 w 0 I0 q W O U r p i o m w O o m O i a W T � x Q 3 0 m 0 City of Wheat Ridge Building Division SO.3 3 OF 4 NOTE. DIMENSIONS OF (E) WALL5 ARE APPROXIMATE, AND BASED ON DIMENSIONS PROVIDED BY OWNER. DO NOT 5GALE DRAW NC,5. © COPYRIGHT 2019 BY ASCENT GROUP, IT <I GHEI V LUNO Rcc�l ROOF FRAMING PLAN w4ls, 1/4' • 1'-0' ROOF NOTES: • SEE SHEETS 50.150.3 FOR TYPIGAL DETAILS 8 GENERAL NOTES. • PROVIDE SIMPSON H2.5 AT ALL TRUSSES AND RAFTERS. �ARAr_7E DEMO (E) FDN WALL AND FTC,. REPLAGE RE: SEGTION 3 (N) 2-6" x 4'-0" x 5" THICK FOOTING w/ (4) #5 EARS EA. WAY. PROVIDE SHORING (BY OTHERS) PRIOR TO EXCAVATING. ALIGN (N) FOUNDATION WALL WITH (E) FOUNDATION WALL. A N O R T H �'04/1S/2.02.0; 0 NAB. ENGx 0 PROJECT NUMBER 2019-0432 w 0 2 w � O FL NC DO LL w `- <o E aI m o F 0 Q 0 m i °o Q 3 0 0 0 m City of heat Ridge Iding Division S1.0 4 OF 4 (N) 3'-3" x 3'-3" x 12" FOOTING w/ z (4) #5 BAR5 EA. WAY. FIELD ? VERIFY LOCATION. (N) FOOTING Lu 15 ASSUMED TO BE WITHIN I' -O" Lu U I OF EXISTING FOOTING. PROVIDE a+ COL. TO EXTEND TO T.O. 0. SHORING (BY OTHERS) AND FOUNDATION WALL. REMOVE EXISTING FOOTING. 0 z INTERRUPT RIM JOIST ff NOTIFY ENGINEER IF ACTUAL of Q SILL PL. AS REQUIRED. -1ASSUMPTIONS LOCATION DOES NOT MATCH w � 2 F STATED ABOVE. + O.B 1 I 1 I �s L tiJ (N) WIOx54 (DROPPED) L J e +3+'SSS a FIELD VERIFY (E) WALLS TO 8'-O" MAX. TO (E) FTG. BE REMOVED PROVIDE H3 CONNECTOR F O WOOD NAILER ON STEEL BEAM TO (E) ROOF/CEILING FRAMING. ALSO, TOENAIL ROOF/GEILINO FRAMING TO WOOD NAILER w/ n n (3) IOd NAILS LUNO Rcc�l ROOF FRAMING PLAN w4ls, 1/4' • 1'-0' ROOF NOTES: • SEE SHEETS 50.150.3 FOR TYPIGAL DETAILS 8 GENERAL NOTES. • PROVIDE SIMPSON H2.5 AT ALL TRUSSES AND RAFTERS. �ARAr_7E DEMO (E) FDN WALL AND FTC,. REPLAGE RE: SEGTION 3 (N) 2-6" x 4'-0" x 5" THICK FOOTING w/ (4) #5 EARS EA. WAY. PROVIDE SHORING (BY OTHERS) PRIOR TO EXCAVATING. ALIGN (N) FOUNDATION WALL WITH (E) FOUNDATION WALL. A N O R T H �'04/1S/2.02.0; 0 NAB. ENGx 0 PROJECT NUMBER 2019-0432 w 0 2 w � O FL NC DO LL w `- <o E aI m o F 0 Q 0 m i °o Q 3 0 0 0 m City of heat Ridge Iding Division S1.0 4 OF 4 . .11 lill 111 1111111 111 1 1 1 49 R -Iffo7tf wl, � cn O W �. CrQ o � s rt ;o o' O 3 CL Cq m 9 �o = m z (Dm D C Z -n H QMom n fD Z W z m 3 n O Z I* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: S Job Address: .�0716 Permit Number: <D () J(j ` (.) ❑ No one available for inspection: Time.° _ AM/PM Re -Inspection required: Yes No,/ When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: '7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ) C-, p. r Permit Number: LlNo one available for inspection: Time �'�'�' 11 AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYwww,ci.wheatridge.co.us inspection Date: -'6 Inspector: DO NOT REMOVE THIS NOTICE Gt c� July 30, 2020 Romayne Ketcha 1786 Valentia St Denver, CO 80220 Reference: 2019-0432: 3030 Jay St Remodel 3030 Jay St., Wheat Ridge, CO Dear Ms. Ketcha, Boulder Carbondale Winter Park At your request, a representative from our firm visited the above referenced project on April 28, 2020 and May 21, 2020, for the purpose of observing the reinforcing steel for the footings and foundation walls. We found the reinforcement was in general conformance to the construction documents prepared by our firm. In addition, a representative from our firm visited the above referenced project on July 1, 2020, for the purpose of observing the installation of the new steel beam and columns to replace the interior load bearing wall. We found the framing to be in general conformance to the construction documents prepared by our firm. It is a pleasure to work with you on this project and we look forward to its successful completion. Please feel free to contact our office if you have any further questions or concerns regarding these matters. Sincerely, C E 54356 EZ: -.071301202-0: 01. QlslsionrAL EAG. Richard B. Farnham, PE Project Engineer ASCENT GROUP, INC. • 6707 Winchester Circle, Suite 100 • Boulder, CO 80301 • 303-499-3022 • fax 303-499-3032 Insulation Certificate This form must be filled out and posted to comply with building code requirements. Meets IRC Sections N1101.3, N1101.41, and N1101.8 requirements. The following spray polyurethane foam product(s) has/have been installed. ❑ FOAM-LOKT" OC -Open Cell Spray Foam Insulation ❑ FOAM-LOKTM CC -Closed Cell Spray Foam Insulation i/FOAM-LOKT' CC 4G -Closed Cell Spray Foam Insulation Consult International Building Code, Chapter 26 -Plastic and International Residential Code (IRC) R314 Foam Plastics for specific requirements. The spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R -Value Thickness** Attic Area R- LA At inches Sloped Ceilings R- At inches Walls (Location: ° fit` ') R- At inches Walls (Location: ) R- At inches Floors (over an unheated crawl space) R- At inches Crawl Space Perimeter R- At inches Basement Exterior Walls R- At inches Other (Location: ) R- At inches ** Nominal thicknesses are representative of field, spray -applied foam material Jobsite Address: Ci CJ a Y Date of Installation: Building Contractor: FOAM-LOK Contractor: Phone: 7 zo Installed By: `T N'L Gl -;r 5 �� 0, -Post Near Electrical Panel- Lapolla Industries, Inc. 15402 Vantage Parkway East, Suite 322 Houston, Texas 77032 (888) 4-LAPOLLA • lapolla.com i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: - cU J� p ❑ No one available for inspection: Time i dl-,, Re -Inspection required: lyes) No When corrections have been made, schedule for re -inspection online at. http✓/www.ci.wheatridge.co.us inspection Date: f '.77.,)o,J Inspector: �1 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:�D �- Permit Number: ❑ No one available for inspection: TimeAM/PM Re -Inspection required: Yes N When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. ueinspection Date: Inspector: DO NOT REMOVE THIS NOTICE e s CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:JobAddress: i Permit Number: L-164. cr ry-�,, 1 C ❑ No one available for inspection: Time /-\ 61 �` AM/PM Re -Inspection required: Ye§ No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. ushnspection �� e-. Date. 11` � ` �' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 14' 0 G d Job Address: 'Ut - Permit Number:��. ❑ No one available for inspection- Time AM/PM Re -Inspection required: Yes When corrections have been made, ZaVi or re- pec . n ar3 3-234-593 Date f_ZOMInsp 'ct DO NOT RE '10 THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 0 01 i o-, a- k" Job Address: '3 03 b �7,c_ ) �j_ sr Permit Number: a0 110' 01-7 VV" L 4 ft 6j_%- PA t, c k"-; I < C_ Ll No one available for inspedtibn: Time AM/PM <:- Re -inspection required: lies) No When corrections have been made, schedule for re -inspection online at: hUpYAvww.ci. wheatridge.co. uslinspection Date:---? - Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ... Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: "20( 'EL — �r Job Address:. � i �.- Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes 1-1—NA-11, When corrections have been made, h ttp ✓/www. ci. wh ea tridge. co. usrnspi online at: A CITY OF WHEAT RIDGE _A Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: '3c ?C) Permit Number: -Z_-- ?y xy J No one available for inspection: Time 9JLAM/ M Re -Inspection required: (Yes.) No When corrections have been made, schedule for re -inspection online at: http.-Ilwww.ci.wheatridge.co.uslinspection Date: -'S -C —,?C-' Inspector: A/ /11,) DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�.� TL --- Job Address: � Permit Number:4;C ,- ❑ No one available for inspection: Time M/JAM Re -Inspection required: Yes (loc When corrections have been made, schedule for re -inspection online at: hUp✓/www.ci.wheatridge.co.us4nspecti fig' Date4 . speator. LL�� i ''C'ITY OF WHEAT RIME Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 3(_� 3C,' -5r Permit Number: XNo one available for inspection: Time 5'._7)(-6A1MPM Re -inspection required: CYes", No When corrections have been made, schedule for re -inspection online at: hffp.11www. ci. wheatridge. co. ushnspection Date:- - Z6' Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /613 -TGyi Job Address: �)U 0 411) 57 - Permit Number: Zr%z 0 �� Gci '��-7 ❑ No one available for inspection: Time` 0PM Re -Inspection required: Yes (No) When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge. co. us/inspection Date: "'/-' Inspector DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Homeowner Interior Remodel PERMIT - 202000487 202000487 ISSUED: 03/2.6/2020 3030 Jay St EXPIRES: 03/26/2021 Relocate and upgrade electrical service from house to garage 200 amps, upgrade and add lighting to living room and two closets, relocate outlets, upgrade wiring; upgrade plumbing supply, install tankless water heater and relocate, relocate washer and dryer; bathroom remodel to include adding a shower and reposition toilet, replace shower with bathtub in. 2nd bathroom and reposition toilet, replace waste lines and vents as needed - 1,612 sq ft total **REVISION 4/7/2020: Upgrade the relocated meter on exterior of detached garage to 320amp service which has been approved by Xcel Engery. Install 200 amp panel inside garage. Replace existing panel on exterior of house with 200 amp panel. Service trenched from garage to house. Gas furnace to be relocated to attic. insulation added to attic and exterior walls in Den/S. Bedroom, N.E. Bedroom, Exercise room, #1 closet, #2 closet and West wall of N.W. bedroom. Replace 7 windows with same RO. new windows. Per engineering attached, cut and pour new foundation at cracked foundation, in center of house (interior) foundation wall; Added valuation: $9,500.00 CONTACTS *** R (303)386-6480 PETERSON DEVAN & ROMAYNE KETCH (720)556-9425 NATHAN HOPPE 202076 ROOT HOMES (303)564-0024 KEVIN SUTTON 140053 COMPASS MECHANICAL PARCEL INFO CODE: IVISION CODE *** UA / Unassigned USE: UA / Unassigned 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 657.35 Use Tax 1,774.50 Permit Fee 1,011.30 Investigative Fees 1,011.30 ** TOTAL ** 4,454.45 *** COMMENTS *** PROJECT VALUATION: 84,500.00 *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. NOTE: Consultations and inspections will only be performed with the homeowner of record present. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I_q City of Wheat Ridge Homeowner Interior Remodel PERMIT - 202000487 202000487 ISSUED: 03/26/2020 3030 Jay St EXPIRES: 03/26/2021 Relocate and upgrade electrical service from house to garage 200 amps, upgrade and add lighting to living room and two closets, relocate outlets, upgrade wiring; upgrade plumbing supply, install tankless water heater and relocate, relocate washer and dryer; bathroom remodel to include adding a shower and reposition toilet, replace shower with bathtub in 2nd bathroom and reposition toilet, replace waste lines and vents as needed - 1,612 sq ft total **REVISION 4/7/2020: Upgrade the relocated meter on exterior of detached garage to 320amp service which has been approved by Xcel Engery. Install 200 amp panel inside garage. Replace existing panel on exterior of house with 200 amp panel. Service trenched from garage to house. Gas furnace to be relocated to attic. Insulation added to attic and exterior walls in Den/S. Bedroom, N.E. Bedroom, Exercise room, #1 closet, #2 closet and West wall of N.W. bedroom. Replace 7 windows with same RO. new windows. Per engineering attached, cut and pour new foundation at cracked foundation, in center of house (interior) foundation wall; Added valuation: $9,500.00 I, by my signature, do hereby atthat the work to be performed shall comply with all accompanyingg approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tYie 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 pennrt. 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 perfgrmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in 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 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 andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance 94ranting of a I#rpit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any : applicable c e an ordina 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. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Tuesday, April 21, 2020 5:55:25 PM Revision to Permit Application Permit Number 202000487 assigned to project PROPERTY INFORMATION Permit Number 202000487 Property Address 3030 Jay St Property Owner Name Devan Peterson Property Owner Phone 3033866480 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email 3030 Jay St. Address CONTRACTOR INFORMATION Contact Name Nathan Hoppe Contact Phone Number (enter WITH dashes, eg 303-123-4567) 14m@ a FRI91inw-ArGRm 3035640024 roothomesllc@yahoo.com Retype Contact Email roothomesllc@yahoo.com Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Upgrade the relocated meter on exterior of detached garage to 320amp service which has been approved by Xcel Engery. Install 200 amp panel inside garage. Replace existing panel on exterior of house with 200 amp panel. Service trenched from garage to house. Gas furnace to be relocated to attic. Insulation added to attic and exterior walls in Den/S. Bedroom, N.E. Bedroom, Exercise room, #1 closet, #2 closet and West wall of N.W. bedroom. Replace 7 windows with same RO. new windows. Per engineering attached, cut and pour new foundation at cracked foundation, in center of house (interior) foundation wall. Engineer Letter (if Enaineer ino revision 1 ndf applicable) Additional Documents Field not completed. on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. 9500 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Nathan R. Hoppe Revision Email not displaying correctly? View it in your browser. G E N E R A L 5 T R U G T U R A L N O T E S 1.0 GOVERNI NG BUI LD1 NG CODE: 2012 INTERNATIONAL BUILDING CODE 2.0 D E S I G N L O A D S A. DEAD LOADS: • a. ROOF: 15 psf b. FLOOR: 12 psf B. LIVE LOADS: a. SNOW (GROUND): 43 psf b. SNOW (ROOF): 30 psf c. FLOOR: 40 psf G. AND: a. ULTIMATE WIND SPEED: 135 MPH - EXPOSURE r,'(5 SECOND GUST) b. BASIC, WIND SPEED: 105 MPH - EXPOSURE 'G' (3 SECOND GUST) c. RISK CATEGORY: II d. INTERNAL PRESSURE: +0.18, -0.1& (ENCLOSED BUILDING) D. SEISMIC: a. DESIGN CATEGORY: B b. RISK CATEGORY: II C. EARTHQUAKE IMPORTANCE FAGTOR. 1.0 d. SOIL SITE CLASS: D 3.0 GENERAL A. THE STRUCTURAL DOCUMENTS ILLUSTRATE THE COMPLETED STRUCTURE WITH ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING AND SHORING AS REQUIRED DURING GONSTRUGTON TO WITHSTAND ALL LOADS, STOGKPILES OF MATERIALS AND EQUIPMENT. SUGH BRACING SHALL BE LEFT IN PLACE AS LONG AS REQUIRED UNTIL THE GONSTRUGTION OF THE STRUCTURE IS COMPLETED. B. GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROTECTION OF PERSONS AND PROPERTY EITHER ON OR ADJACENT TO THE PROJECT AND SHALL PROTECT SAME AGAINST INJURY, DAMAGE OR L055 DURING CONSTRUCTION. G. GENERAL CONTRACTOR 15 RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH WORK AFFECTED BY AREAS WITH EXISTING CONDITIONS. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE 51"RUGTURAL ENGINEER IMMEDIATELY. D. WHERE PERIODIC OR CONTINUOUS INSPECTIONS AND / OR TESTING ARE REQUIRED BY THESE DOCUMENTS, GOVERNING BUILDING CODE OR THE GOVERNING BUILDING OFFICIAL, ENGINEER OR AN INDEPENDENT INSPEGTION AND / OR TESTING AGENCY SHALL BE RETAINED BY THE OWNER TO PERFORM REQUIRED INSPECTIONS AND / OR TESTING. E. THE GONTRAGTOR SHALL INFORM ARGHITEGT AND ENGINEER GLEARLY IN WRITING AND PROVIDE DOGUMENTAMON FOR THE REVIEW OF ANY SUBSTITUTIONS OR DEVIATIONS OF REQUIREMENTS OF THE GONTRAGT DOGUMENTS. F. THESE PLANS HAVE BEEN ENGINEERED FOR CONSTRUCTION AT ONE SPECIFIC BUILDING SITE. BUILDER ASSUMES ALL RE5PON5I B I L I TY FOR USE OF THESE PLANS AT ANY OTHER LOCATION. G. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. PLANS AND DETAILS ARE TO SCALE UNLESS NOTED. WHILE DRAWING SCALE IS BELIEVED TO BE RELIABLE, THE ACCURACY AND GOMPLE7ENES5 IS NOT GUARANTEED BY THE ENGINEER. CONSULT THE ARGHITEGT OR ENGINEER OF RECORD FOR DIMENSION VERIFICATION. NOTIFY ARGHITEGT OR ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN THE ARCHITECTURAL AND STRUCTURAL DOCUMENTS BEFORE PROCEEDING WITH THE WORK. H. NO 5TRUGTURAL MEMBERS SHALL BE GUT, NOTCHED OR OTHERWISE PENETRATED UNLESS ALLOWED EY MANUFACTURER, SPECIFICALLY SHOWN ON THESE DOCUMENTS OR APPROVED BY THE ENGINEER IN ADVANCE. I. SECTIONS OR DETAILS SHOWN OR NOTED APPLY TO SIMILAR GONDITIONS ELSEWHERE NOT SPEGIFIGALLY SHOWN OR NOTED. J. THESE CONSTRUCTION DOCUMENTS ARE BASED ON THE WORK BEING COMPLETED IN A WORKMAN LIKE MANNER BY A CONTRACTOR EXPERIENCED WITH SIMILAR CONSTRUCTION. 4.0 F O U N D A 71 O N S A. SOIL DESIGN VALUES SHOWN BELOW HAVE BEEN ASSUMED FOR USE IN THE FOUNDATION DESIGN, AND ARE TO BE VERIFIED BY OPEN HOLE INSPECTION BY A SOILS ENGINEER RETAINED BY THE OWNER. ANY GHANGES IN THE STATED SOIL DESIGN VALUES MAY REQUIRE REVISIONS TO THE FOUNDATION DESIGN. B. FOOTINGS SHALL BE FOUNDED UPON UNDISTURBED NATURAL 501L OR COMPACTED FILL, TESTED AND APPROVED BY A SOILS ENGINEER. a. MAXIMUM DESIGN 501L BEARING PRESSURE: 1,500 PSF. b. MINIMUM DEAD LOAD: O PSF. c. FOOTINGS SHALL BE PLACED A MINIMUM OF 36" BELOW FINAL FINISHED GRADE (FROST DEPTH) d. DESIGN LATERAL 501L PRESSURE (EQUIVALENT FLUID PRESSURE, AT REST GONDITION, USING ON-SITE GRANULAR SOILS AS SAGKFILL): 50 PSF/FT. 0. PRIOR TO BACKFILLING, THE GONTRAGTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING FOUNDATION WALL5 TO RETAIN EARTH AGAINST BACKFILLING PRESSURES UNTIL SUPPORTING ELEMENTS INCLUDING FLOOR SLABS ARE IN PLACE. D. FOUNDATION WALLS AND GRADE BEAMS HAVING EARTH PLACED ON BOTH SIDES SHALL HAVE BOTH SIDES FILLED SIMULTANEOUSLY TO MAINTAIN A COMMON ELEVATION. E. DO NOT BACKFILL WITH EXPANSIVE SOILS, VERIFY FILL TYPE WITH SOILS ENGINEER PRIOR TO BAGKFIL -INC. F. PROVIDE A GONTINUOUS PERIMETER DRAIN SYSTEM PER THE SOILS ENGINEER WITH AN INVERT A MINIMUM OF 6" BELOW THE BOTTOM OF THE BASEMENT SLAB. EXTEND THE PERIMETER DRAIN TO A SUMP OR TO DAYLIGHT. CO-ORDINATE DESIGN WITH ANY RECOMMENDATIONS CONTAINED IN THE 501L REPORT. G. PROVIDE 8" CLEAR MINIMUM FROM GRADE TO TOP OF FOUNDATION WALL. FOOTING BEARING ELEVATIONS SHALL BE ADJUSTED IN THE FIELD TO ACCOMMODATE FINAL ANTICIPATED FINISHED GRADES AND REQUIRED FROST DEPTHS, NOTIFY ENGINEER OF CHANGES IN ELEVATION FROM THAT SHOWN ON FOUNDATION PLAN. H. CENTER ALL FOOTINGS UNDER WALL5, COLUMNS OR GRIDLINES UNLESS NOTED OTHERWISE ON DOCUMENTS. I. SLOPE THE EXTERIOR GRADE AWAY FROM THE STRUGTURE. 5.0 GONGRETE AND RE INF O RG E M E NT A. GONGRETE DESIGN IS BASED ON "BUILDING GODE REQUIREMENTS FOR 5TRUGTURAL CONCRETE" (AGI SO - LATEST EDITION). B. GONGRETE SHALL GONFORM TO THE APPLICABLE PROVISIONS OF "SPEGIFIGATIONS FOR 5TRUGTURAL CONCRETE FOR BUILDINGS" (AGI 301 - LATEST EDITION). G. GONGRETE SHALL BE NORMAL WEIGHT (145 PGF) WITH STONE AGGREGATE AND DEVELOP A MINIMUM 25 -DAY COMPRESSIVE STRENGTH AS FOLLOWS: a. FOOTINGS AND FOUNDATION WALLS 3500 P51. b. SLABS -ON -GRADE 3500 P51. D. GEMENT SHALL BE TYPE I / II (OR TYPE V) CONFORMING TO ASTM 0150. E. FLY ASH SHALL GONFORM TO ASTM C615, GLASS G OR F. FLY ASH SHALL NOT EXCEED 20% OF THE TOTAL WEIGHT OF GEMENTITIOUS MATERIAL. F. NO ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL BE PERMITTED IN ANY CONCRETE. G. GOLD WEATHER GONGRETING: WHEN TEMPERATURES DROP BELOW 40 DEGREES AT ANY TIME DURING GONGRETE PLAGING AND GURING,THE PROVISIONS OF AGI306R SHALL BE FOLLOWED TO PROTECT GONGRETE FROM FREEZING. H. HOT WEATHER CONCRETING: PLACE AND CURE CONCRETE IN ACCORDANCE WITH AGI 305. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE SLUMP AT TIME OF PLACEMENT BELOW 90 DEGREES F. I. CONCRETE MUST BE CONTINUOUSLY PLACED WITHOUT HORIZONTAL GOLD a. UNFORMED 5URFAGE CAST AGAINST EARTH a. • JOINTS. IF GOLD JOINTS ARE NECESSARY, ADEQUATE REINFORCING AND b. FORMED 5URFAGE EXPOSED TO EARTH OR WEATHER VERTICAL BARS SHALL BE FULL -HEIGHT; HORIZONTAL BARS SHALL = HORIZONTAL KEYS OR A ROUGHENED SURFACE MUST BE PROVIDED; 2. #5 AND SMALLER BARS • COORDINATE REQUIREMENTS WITH ENGINEER. ALL REINFORCING STEEL c. FORMED 5URFAGE NOT EXPOSED TO EARTH OR WEATHER ON S m = o SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. (0)#14 THROUGH #18 BARS s ryom MUST BE ON (b) #11 AND SMALLER BARS 3/4" • vmP J. DEFORMED REINFORCEMENT: ASTM A615, GRADE 60 EXGEPT TIES OR 1 1/2"kiamt STIRRUPS: ASTM A615, GRADE 40. R. WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY WHERE K. REINFORCING BARS TO BE WELDED SHALL BE ASTM A706, GRADE 60. J INDICATED ON THE DRAWINGS AND SHALL BE IN COMPLIANCE WITH ALL w ee==P L. WELDED WIRE FABRIC: ASTM ASS (LAP ONE FULL MESH AND TIE SEGURELY, GUT ALTERNATE WIRES AT CONTROL JOINTS). STEEL WELDING CODE', AWS DIA LATEST EDITION. PROVIDE WELDING Q PROCEDURES AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE � o m " M. REINFORCEMENT SHALL BE FABRIGATED AND PLACED AS PER THE O r LATEST EDITION OF THE AGI "MANUAL OF STANDARD PRAGTIGE FOR • DETAILING CONCRETE STRUCTURES" (AGI -315). 5 w S. BASE PLATES, ANGHOR BOLTS, SUPPORT ANGLES AND OTHER STEEL G N. SPLICE LENGTH, DOWEL PROJEGTION OR EMBEDMENT SHALL BE A MINIMUM W MINIMUM OF 3 IN. OF GONGRETE. I IF 0 N O o OF 55 BAR DIAMETERS. O. MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL- TEEL a. UNFORMED 5URFAGE CAST AGAINST EARTH a. 3" REN K b. FORMED 5URFAGE EXPOSED TO EARTH OR WEATHER VERTICAL BARS SHALL BE FULL -HEIGHT; HORIZONTAL BARS SHALL I. #6 THROUGH #15 BARS 2" 2. #5 AND SMALLER BARS 1 1/2" PROJECT NUMBER 2019-0432 c. FORMED 5URFAGE NOT EXPOSED TO EARTH OR WEATHER ON S I. SLABS, WALL5 AND JOISTS (0)#14 THROUGH #18 BARS 1 1/2" MUST BE ON (b) #11 AND SMALLER BARS 3/4" ALL 2. BEAMS AND COLUMNS 1 1/2"kiamt P. PROVIDE 2-#5 EAGH SIDE OF ALL WALL OPENINGS OR NOTCHES, U.N.O. -1-1-11111 VERTICAL BARS SHALL BE FULL -HEIGHT; HORIZONTAL BARS SHALL PROJECT NUMBER 2019-0432 EXTEND A MINIMUM OF 5'-0" BEYOND THE EDGE OF THE OPENING. Q. MAINTAIN CONTINUITY OF ALL HORIZONTAL REINFORCEMENT AT CORNERS, INTERSECTIONS AND AT STEPS IN THE TOP AND BOTTOM OF WALL5 OR FOOTINGS. R. WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY WHERE J INDICATED ON THE DRAWINGS AND SHALL BE IN COMPLIANCE WITH ALL w THE REQUIREMENTS OF THE AMERIGAN WELDING SOGIETY "REINFORGING STEEL WELDING CODE', AWS DIA LATEST EDITION. PROVIDE WELDING Q PROCEDURES AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE O WELDED TO ENGINEER FOR APPROVAL. 5 S. BASE PLATES, ANGHOR BOLTS, SUPPORT ANGLES AND OTHER STEEL G EXPOSED TO EARTH OR GRANULAR FILL SHALL BE GOVERED WITH A W MINIMUM OF 3 IN. OF GONGRETE. 0 N O o T. PROVIDE SLIP JOINT MATERIAL SEPARATING THE FLOOR SLAB FROM THE 0 LL ; PIPE COLUMNS AND PLUMBING PENETRATIONS TO ALLOW THE SLAB MOVEMENT INDEPENDENT THE COLUMNS OR PLUMBING. PROTECT STEEL m o COLUMNS FROM GORR0510N BELOW GRADE. p w U. JOINTS IN ACCORDANCE WITH 0 >- m 3 PROVIDE SLAB CONTROL SOILS REPORT RECOMMENDATIONS. GONTROL JOINTS SHALL BE SAW GUT TO 1/4 OF THE Q SLAB DEPTH AND SHALL BE LOCATED AT ALL COLUMN CENTERLINES IN AT LEAST ONE DIRECTION. Ory� V. FOR LOCATION, 51ZE AND DETAILS OF OPENINGS, SLEEVES, INSERTS, GONDUITS, PIPES SLOTS AND RELATED ITEMS REQUIRED TO BE LOCATED PRIOR TO PLAGING CONCRETE, REFER TO ARGHITEGTURAL, MEGHANIGAL, 0 ELECTRICAL AND OTHER DRAWINGS FOR THIS PROJECT. City of 129K R dge COMMUN r1Y UEVEIVPMENT APPROVED F� � • . �c, Reviewed for Code Compliance Randy Slusser 4/24/2020 Plans Examiner Date MetlM os xEmx: rhe issuance o/a pxMe w vppsosW afpkru rperifrmlbro anOmmpuroMv shvN nm h a pemar/w; a an apparM o% PM wlonon b anY of Me proWsbns aJ me WpdMg tone or oJoD'l'M adsnmres. Rrmaa presuming ro Bh* oufhmap ro vklple w asnsel UuprerWens of rha fuYN1p nada er oMer onAnaiar M Me Cry shall nm ee wxd. ©COPYRIGHT 2019 BY MCENTGROUF, IT J L 1 OF 4 6.0 5TRUGTURAL STEEL A. ALL STRUCTURAL STEEL SHALL BE OF THE GRADES INCLUDED BELOW: a. WIDE FLANGE SHAPES, CHANNELS AND TEES: ASTM A992 (FY=50 <51). b. OTHER ROLLED SHAPES (ANGLES, PLATES AND BARS): ASTM A56 (FY=56 <51). C. STEEL RODS AND MISCELLANEOUS (EXCEPT THREADED ROD): A57M A56 (FY=36<51) d. STEEL PIPE: ASTM A55, GRADE B (FY=55 <51). e. STRUCTURAL TUBE SECTIONS (TS AND HSS): A5TM A500, OF. B (FY=46 <51). B. 5TRUGTURAL STEEL DESIGN 15 BASED ON "SPEGIFIGATIONS FOR 5TRUGTURAL STEEL BUILDINGS% AISG -LATEST EDITION. G. ALL 5TRUGTURAL STEEL SHALL BE DETAILED, FABRIGATED AND ERECTED IN AGGORDANGE WITH THE STANDARDS SET FORTH IN THE LATEST EDITION OF THE AISG GODE OF STANDARD PRACTICE. D. BOLTS AND THREADED RODS. a. ALL STEEL -TO -STEEL GONNEGTIONS: ASTM A325 b. TIMBER GONNEGTIONS AND MISCELLANEOUS BOLTS: ASTM A301 OR A (FU=60<SI) c. THREADED RODS (EXGEPT FOR ANGHORING TO FOUNDATION): ASTM A501 OR A (FU=60<51) d. FOUNDATION ANGHORS (THREADED RODS AND CAST -IN BOLTS): ASTM F1554, OR 36 (FY=36<51) E. WELD MATERIAL: E10XX ELECTRODES, WELDING MAY ONLY BE PERFORMED BY AWS CERTIFIED WELDERS. F. NON -SHRINK GROUT SHALL HAVE A MINIMUM GOMPRE551VE STRENGTH OF 2500 F51 AFTER ONE DAY AND -T000 F51 AFTER 28 DAY5, BE NON-GORRO5IVE, NON-METALLIC, AND NON -STAINING CONTAINING SILICA SANDS, PORTLAND GEMENT, SHRINKAGE COMPENSATING AND WATER REDUCING AGENTS. G. STEEL -TO -STEEL FIELD BOLTED CONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS OF BEARING TYPE WITH 3/4" DIA. A325 -N HIGH STRENGTH BOLTS PER A15G "MANUAL OF STEEL GONSTRUGTION" UNLESS NOTED OTHERWISE ON THE DOCUMENTS. STEEL -TO -STEEL CONNECTIONS SHALL BE DESIGNED AND FABRIGATED BY THE 5TRUGTURAL STEEL SUPPLIER FOR 605y OF THE TOTAL UNIFORM LOAD GAPAGITY FOR EACH BEAM AND SPAN AS SHOWN IN THE AISG UNIFORM LOAD CONSTANT TABLES. H. ADJUSTABLE PIPE GOLUMNS SHALL BE DESIGNED BY THE GOLUMN SUPPLIER INCLUDING BUT NOT LIMITED TO THE SGREW JAG<, TOP PLATE AND BEARING PLATE FOR THE LOADS LISTED BELOW: a B" DIA. NOMINAL STD. ADJ. PIPE GOLUMNS: 25,000 LBS AT 9'-O" MAXIMUM LENGTH. I. EXPANSION BOLTS SHALL BE WEDGE TYPE ZING -PLATED OR STAINLESS STEEL HILTI, REDHEAD, OR COIAPPROVED EQUAL BOLTS. INSTALL EXPANSION BOLTS IN AGGORDANGE WITH MANUFACTURERS' REGOMMENDATION5 AND RETOROUE AFTER 24 HOURS. J. DRILL, EPDXY AND INSTALL THREADED RODS, DOL75 AND STEEL BARS IN AGGORDANGE WITH MANUFACTURERS' RECOMMENDATIONS. GLEAN OUT HOLE AFTER DRILLING AND PRIOR TO INJEGTING EPDXY. TIGHTEN NUTS AFTER EPDXY HAS GURED. <. ALL 57RUG7URAL STEEL 15 TO BE PRIMED PRIOR TO SHIPMENT AND TOUGHED -UP AFTER ERECTION. 1.0 W O O D F R A M I N G A. ALL DIMENSIONAL LUMBER AND TIMBERS USED FOR STRUCTURAL FRAMING SHALL BE AT A MOISTURE GONTENT OF I9% OR LE55 AND HAVE THE FOLLOWING MINIMUM VISUAL GRADE STAMP WITH UNFAGTORED ALLOWABLE 5TRE55E5. a. 2x STUDS, < 8'-0" HEM FIR, STUD GRADE (Fb=615 p51, Fc= 800 951, E=1,200,000psi) b. 2x STUDS, > 8'-O" <I0' -O": HEM FIR, NO. 2 (Fb=850 psi, Fc = 1300 psi, E=1,300,000951) c. 2x/4x JOISTS/RAFTER: HEM FIR, NO. 2 (Fb=850 psi, E=1,300,000p5i) d. 2x STUDS, < 8'-O": DOUGLAS FIR, STUD GRADE (Fb=100 psi, Fc= 85O 951, E=1,400,000p5i) e. 2x STUDS, > 8'-O', <IO' -O": DOUGLAS FIR, NO. 2 (Fb=900 psi, Fc = 1550 psi, E=1000,000psi) © COPYRIGHT 2019 BY ASCENT GROUP, IT F. 2x/4x JOISTS/RAFTER: DOUGLAS FIR, NO. 2 (FCG=-O0 psi, E=1,600,000951) g. POSTS AND TIMBERS (5x5 AND LARGER): DOUGLAS FIR, NO.1 (Fb=1200951, Fc=1000 psi, E=1,600,000ps1) h. BEAMS AND STRINGERS (5X5 AND LARGER): DOUGLAS FIR, NO.1 (Fb=1350ps1, Fc=925 psi, E=1,600,000p51). B. PROVIDE PRESSURE TREATED LUMBER OR COIAPPROVED BARRIER AT LOCATIONS WHERE MEMBER 15 TO BE IN CONTACT WITH CONCRETE, MASONRY OR SOIL, UNLESS NOTED OTHERWISE. G. PRESSURE TREATED LUMBER: ALL FASTENERS AND HANGERS FOR USE WITH AGQ TREATED LUMBER SHALL BE GALVANIZED WITH A 6185 COATING OR SHALL BE STAINLESS STEEL. LUMBER IN CONTACT WITH CONCRETE BUT NOT EXPOSED TO WEATHER SUCH AS MUD51LL5 MAY BE TIMBERSTRAND STRANDOUARD AS MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL IN LIEU OF CORROSIVE AGO TREATED LUMBER. D. ALL WALL STUDS SHALL BE GONTINUOUS FROM FLOOR TO FLOOR OR FROM FLOOR TO ROOF. E. PROVIDE CRIPPLE STUDS OR SQUASH BLOG<S BELOW SOLID OR BUILT-UP POSTS OR GOLUMNS WITHIN FLOOR SPACES BELOW TO FOUNDATION. PROVIDE GRIPPLE STUDS OR SQUASH BLOG<S WITH EQUIVALENT NUMBER OF STUDS OR AREA OF POST. F. METAL HANGERS AND GONNECTORS SHALL BE "SIMPSON STRONG -TIE" OR AN APPROVED EQUAL. UNLESS NOTED OTHERWISE PROVIDE ALL MANUFAGTURER REGOMMENDED FASTENERS FOR THE MAXIMUM GAPAGITY OF THE HANGER. NOTE: ALL EPDXY DOWELS SHOWN TO BE #5 X 2'-O" A/ 6" MIN. EMBED. CENTER IN WALL OR FOOTING, U.N.O. USE HILTI HIT-HY 200 EPDXY OR APPROVED EQUAL. (2) DOWELS TOP OF WALL AS SHOWN (E) FDN WALL, TYP. (2) DOWELS BOT. OF WALL AS SHOWN (2) DOWELS INTO (E) FTG 8" o.c. (HORIZ.) (N) COL. $ ANCHORS RE:O 2 G. NAILING SHALL CONFORM TO INTERNATIONAL BUILDING CODE TABLE 2304.9., UNLESS MORE OR LARGER NAILING 15 OTHERWISE SPECIFIED. H. FASTEN ALL WOOD MEMBERS WITH GOMMON NAILS UNLESS NOTED OTHERWISE, WHERE POWER NAILS ARE USED THEY SHALL BE EQUIVALENT IN DIAMETER TO THE GOMMON NAIL INDIGATED. PREDRILL NAIL HOLES AS REQUIRED TO PREVENT SPLITTING OF THE WOOD MEMBERS. I. AT STEEL BEAMS, FASTEN BEAM WITH 2x NAILER BY WIDTH OF BEAM TO BEAM FLANGE WITH HILTI X -U 0.151" DIA. POWDER ACTUATED FASTENERS OR APPROVED EQUAL @ 12" cc. STAGGERED UNLESS OTHERWISE NOTED. AT FLUSH FRAME GONDITIONS FAG< BEAM WEBS SOLID AND PROVIDE 1/2" DIA THRU BOLTS @ 24" cc. STAGGERED UNLESS OTHERWISE NOTED. 8.0 S P E G I A L I N 5 P E G T 1 0 N S A. AS REQUIRED BY THE BUILDING OFFICIAL, THE OWNER SHALL EMPLOY SPECIAL INSPECTORS FOR THE FOLLOWING TYPES OF CONSTRUCTION PER INTERNATIONAL BUILDING CODE SECTION I701 AND THE SPECIAL INSPECTORS SHALL SUBMIT A SIGNED FINAL REPORT TO THE BUILDING DEPARTMENT, ARGHITEGT AND STRUCTURAL ENGINEER. a. PREPARATION OF FOUNDATION 5U56RADE INCLUDING FILLING AND GOMPAGTI ON. b. CONCRETE PLACEMENT INCLUDING REINFORCING STEEL AND P057-7EN5IONING STRANDS, EXCEPT NON POST -TENSIONED SLABS -ON -GRADE. c. 5TRUGTURAL WELDING. (E) DBL 2x FLOOR BEAM. TRIM END TO HANG BEAM FROM FAGE OF NEW WALL A/ HU25-2 OR HUC28-2, FASTENED TO CONCRETE w/ 51MP50N TITEN 2 ANCHORS (1/4" x 1 5/4") PER 5IMF50N 5PEG5. F.V. EXAGT LOGATION AND GHOO5E HANGER TO MAXIMIZE DISTANGE BETWEEN ANCHORS AND GOLUMN ANGHORS DEMO (E) FOUNDATION WALL AND FOOTING TO DIMENSIONS SHOWN ON PLAN. ROUGHEN 5URFAGE OF (E) FDN WALL AND FTG TO 1/4" AMPLITUDE AND THOROUGHLY GLEAN SURFAGE PRIOR TO POURING NEW FOUNDATION, TYP. w FTG TO BEAR ON ' /.�/.� /V /. FOOTING REINF. UNP157URDEP 501L RE: PLAN RE: PLAN (N) FOUNDATION WALL & FOOTING liilllll� �'04/1S/202A, OT' n z e� m v m m _ o z =_ m z - m `o e s aam z==P � 3m u� z� w 0 a a e � PROJECT NUMBER 2019-0432 J w 0 0 2 N W O 0 N U o LL u�i w Z ¢ o O V�r Z ow Q 3 0 M0 `,' City of Wheat Ridge wilding Division SO.2 2 OF 4 �. Ilk B a 4 ° a 6 LAP #5 BARS A/ ALL o o - D WALL DOWELS. #5 TO EXTEND FULL WIDTH OF ° ° P IN FDN WALL, TYP. D -0 Po a b DEMO (E) FOUNDATION WALL AND FOOTING TO DIMENSIONS SHOWN ON PLAN. ROUGHEN 5URFAGE OF (E) FDN WALL AND FTG TO 1/4" AMPLITUDE AND THOROUGHLY GLEAN SURFAGE PRIOR TO POURING NEW FOUNDATION, TYP. w FTG TO BEAR ON ' /.�/.� /V /. FOOTING REINF. UNP157URDEP 501L RE: PLAN RE: PLAN (N) FOUNDATION WALL & FOOTING liilllll� �'04/1S/202A, OT' n z e� m v m m _ o z =_ m z - m `o e s aam z==P � 3m u� z� w 0 a a e � PROJECT NUMBER 2019-0432 J w 0 0 2 N W O 0 N U o LL u�i w Z ¢ o O V�r Z ow Q 3 0 M0 `,' City of Wheat Ridge wilding Division SO.2 2 OF 4 �'04/1S/2.02.0;44/ 0 NAL ENG\ © COPYRIGHT 2019 BY ASCENT GROUP, IT m a� Wv m W_ m" W roe � 301 U � o C e F M 0 a �o o e � PROJECT NUMBER 2019-0432 w 0 I0 q W O U r p i o m w O o m O i a W T � x Q 3 0 m 0 City of Wheat Ridge Building Division SO.3 3 OF 4 TOP OF COL. J (N) H55 GOL RE: PLAN w/ PL. 1/2 x RE:(@ 4 1/2 x 0'-6" BASEPLATE. FASTEN TO WOOD BEAM (6) 51MF50N f 2.3 5D525500 5GREW5, (5) EA. 51DE 0 LU EO. EO. OF COLUMN, CENTERED ON 2x8 3/16 3/16 3/16 ® BASEPLATE `�= BEAM1/2" (E) (5) 2x8 FLOOR w/ (2) 5/8" HOLES * s -O s I O G ®I ATE r.A®FLATE I/2" 5CALE: 1 I/2 I' -O" 4" 57IFF. h'_, (N) 6x6 P057 w/ PG6Z P057 GAP. EA. 51DE WALL, INTERRUPT CENTER UNDER BEAM AND COL. ABOVE SI SILL PLATE @ COL. BE M PER (N) A5U66Z POST BASE w/ HILTI K55 FLA N H55 COLUMN RE: PLAN EXFAN51ON ANGHOR w/ MIN 4" EMBED. INTO F76 FASTEN COLUMN DOWN TO 1 ,p F00TINS w/ (2) 1/2"4 TITEN ° FOOTING RE PLAN, —, (4) 4"0 A525 HD, B" MIN. EMBED ° TO BEAR ON 7��/ o UNDISTURBED SOIL BOLTS o ` I I FDN WALL RE: PLAN 2" GAP PLATE MATGH BEAMCENTER WIDTH GOL.ff ANCHORS > IN 2x WALL, U.N.O. ON PLAN, MIN. 2" EDGE 1;1157ANCE �. $ COL PER PLAN TYP CAP PLATE M TYP. COLUMN BASE (N) COL. CONN. & FTG �. 1II = 1'_0 . 2III = 1'_0 �. 111 = 1'_0 �'04/1S/2.02.0;44/ 0 NAL ENG\ © COPYRIGHT 2019 BY ASCENT GROUP, IT m a� Wv m W_ m" W roe � 301 U � o C e F M 0 a �o o e � PROJECT NUMBER 2019-0432 w 0 I0 q W O U r p i o m w O o m O i a W T � x Q 3 0 m 0 City of Wheat Ridge Building Division SO.3 3 OF 4 NOTE. DIMENSIONS OF (E) WALL5 ARE APPROXIMATE, AND BASED ON DIMENSIONS PROVIDED BY OWNER. DO NOT 5GALE DRAW NC,5. © COPYRIGHT 2019 BY ASCENT GROUP, IT <I GHEI V LUNO Rcc�l ROOF FRAMING PLAN w4ls, 1/4' • 1'-0' ROOF NOTES: • SEE SHEETS 50.150.3 FOR TYPIGAL DETAILS 8 GENERAL NOTES. • PROVIDE SIMPSON H2.5 AT ALL TRUSSES AND RAFTERS. �ARAr_7E DEMO (E) FDN WALL AND FTC,. REPLAGE RE: SEGTION 3 (N) 2-6" x 4'-0" x 5" THICK FOOTING w/ (4) #5 EARS EA. WAY. PROVIDE SHORING (BY OTHERS) PRIOR TO EXCAVATING. ALIGN (N) FOUNDATION WALL WITH (E) FOUNDATION WALL. A N O R T H �'04/1S/2.02.0; 0 NAB. ENGx 0 PROJECT NUMBER 2019-0432 w 0 2 w � O FL NC DO LL w `- <o E aI m o F 0 Q 0 m i °o Q 3 0 0 0 m City of heat Ridge Iding Division S1.0 4 OF 4 (N) 3'-3" x 3'-3" x 12" FOOTING w/ z (4) #5 BAR5 EA. WAY. FIELD ? VERIFY LOCATION. (N) FOOTING Lu 15 ASSUMED TO BE WITHIN I' -O" Lu U I OF EXISTING FOOTING. PROVIDE a+ COL. TO EXTEND TO T.O. 0. SHORING (BY OTHERS) AND FOUNDATION WALL. REMOVE EXISTING FOOTING. 0 z INTERRUPT RIM JOIST ff NOTIFY ENGINEER IF ACTUAL of Q SILL PL. AS REQUIRED. -1ASSUMPTIONS LOCATION DOES NOT MATCH w � 2 F STATED ABOVE. + O.B 1 I 1 I �s L tiJ (N) WIOx54 (DROPPED) L J e +3+'SSS a FIELD VERIFY (E) WALLS TO 8'-O" MAX. TO (E) FTG. BE REMOVED PROVIDE H3 CONNECTOR F O WOOD NAILER ON STEEL BEAM TO (E) ROOF/CEILING FRAMING. ALSO, TOENAIL ROOF/GEILINO FRAMING TO WOOD NAILER w/ n n (3) IOd NAILS LUNO Rcc�l ROOF FRAMING PLAN w4ls, 1/4' • 1'-0' ROOF NOTES: • SEE SHEETS 50.150.3 FOR TYPIGAL DETAILS 8 GENERAL NOTES. • PROVIDE SIMPSON H2.5 AT ALL TRUSSES AND RAFTERS. �ARAr_7E DEMO (E) FDN WALL AND FTC,. REPLAGE RE: SEGTION 3 (N) 2-6" x 4'-0" x 5" THICK FOOTING w/ (4) #5 EARS EA. WAY. PROVIDE SHORING (BY OTHERS) PRIOR TO EXCAVATING. ALIGN (N) FOUNDATION WALL WITH (E) FOUNDATION WALL. A N O R T H �'04/1S/2.02.0; 0 NAB. ENGx 0 PROJECT NUMBER 2019-0432 w 0 2 w � O FL NC DO LL w `- <o E aI m o F 0 Q 0 m i °o Q 3 0 0 0 m City of heat Ridge Iding Division S1.0 4 OF 4 . .11 lill 111 1111111 111 1 1 1 49 R -Iffo7tf wl, � cn O W �. CrQ o � s rt ;o o' O 3 CL Cq m 9 �o = m z (Dm D C Z -n H QMom n fD Z W z m 3 n O Z i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:i Permit Number: �_ 71219 ❑ No one available for inspection: Tim �, wom Re -Inspection required: Yes' Noy When corrections have been made,ule ocre in ection online at: http✓/www.ci.wheatridge.co.us4nspe tion � Date: In_ pector. City of Wheat Ridge Homeowner Interior Remodel PERMIT - 202000487 PERMIT NO: 202000487 ISSUED: 03/26/2020 JOB ADDRESS: 3030 Jay St EXPIRES: 03/26/2021 JOB DESCRIPTION: Relocate and upgrade electrical service from house to garage 200 amps, upgrade and add lighting to living room and two closets, relocate outlets, upgrade wiring; upgrade plumbing supply, install tankless water heater and relocate, relocate washer and dryer; bathroom remodel to include adding a shower and reposition toilet, replace shower with bathtub in 2nd bathroom and reposition toilet, replace waste lines and vents as needed - 1,612 sq ft total *** CONTACTS *** OWNER (303)386-6480 PETERSON DEVAN & ROMAYNE KETCH GC (720)556-9425 NATHAN HOPPE 202076 ROOT HOMES SUB (303)564-0024 KEVIN SUTTON 140053 COMPASS MECHANICAL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 75,000.00 FEES Total Valuation 0.00 Plan Review Fee 184.31 Use Tax 1,575.00 Permit Fee 283.55 Investigative Fees 283.55 ** TOTAL ** 2,326.41 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. NOTE: Consultations and inspections will only be performed with the homeowner of record present. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City uf Whcnt Ridge O3/26/2O2O U8�57 CDB8 C88O22733 AMOUNT 8PSP 3O30 Joy St 2^142.1U APP{/PERMIT NO: 2O200U48Y p�����{V0 MM0� PP / 7iO3 2`142.1O 0T�L 2,142.1U --- _-------- ___________________ City of Wheat Ridge Homeowner Interior Remodel PERMIT - 202000487 PERMIT NO: 202000487 ISSUED: 03/26/2020 JOB ADDRESS: 3030 Jay St EXPIRES: 03/26/2021 JOB DESCRIPTION: Relocate and upgrade electrical service from house to garage 200 amps, upgrade and add lighting to living room and two closets, relocate outlets, upgrade wiring; upgrade plumbing supply, install tankless water heater and relocate, relocate washer and dryer; bathroom remodel to include adding a shower and reposition toilet, replace shower with bathtub in 2nd bathroom and reposition toilet, replace waste lines and vents as needed - 1,612 sq ft total 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 ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The -issuance or gra f g 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 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. City of W heat f comm DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 3/q) Plan/Permit # ©V AO aV✓ V �o Plan Review Fee: t I v 3 � Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: O � O Property Owner (please print): Devc�h 1 e f erfcil = o,�►�. ynr KP ��lPhone: 3cs-3&-0",o 252 Sy9 -So,�3 Property Owner Email:©e,k,-1,Jefer_;o 1 & NLgheo, cc�-_, / r "� tines ��e�c yti , lof @ yr7� /. ec -, Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 1-73 VrAleot-,',i 55+ -- City, State, Zip: �eiver , to 530,)aO Architect/Engineer E-mail: Contractor Name: City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: Phone: CONTACT NAME (please print): DfvQ^ Pei-erso^ Phone: _,;OS -M-090 CONTACT EMAIL(p/ease print): c0.41 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL 2q RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. ReIoc.J-e eIeJt c.I 5er,;ce 4o.-, E 5 J J 4&4se +a e)L;54�"7 de4,c ted 9ar-7e .5W co^ner; Vp7rwit +0 all- -vie Meer 5od<e_+•� ap.4ewd I , ►rEnctt er7raw4 5er" as m hoe ;woA.4p exer;,,r Anel, UP7r,Je hou5e ltw vow e 1,11 '^y cerc,,; fs 4& 1 to V, Add 1.14 P. is t' /,1 ra�.�► r #'2 �se� aid 43 closeF' Reloru�e elal+i�,l lz r ``�Pllaices, upIfbJ? wir�n� res r<� ,!ned, k)F7f' Je �lu^[b;n/ 5,�o(y (��e f'� arrl tea•++ vVr,itr �rrrr, +✓2 �'coWar 4- 3/y Up,,tir Ajy:wP14,Re/oalle wale' A&Z4 i Was{er-,%4 dryer; -&wk Icr4rAz., area 4& tl claw-� ria, Repl-w si�dA d +-wlk water 4e,,kr w4.1h'1 i-aeklpss. . PrjS f R�f4re 560. J k,,N "kb /,i *a b.A"'�', h > �lo�► ta',t�; Qdn% 5�ow�1' �( ja�vuvt f�' �!�'► �o;lz Rer�,,e waste (,',.es and vm s a-, re !ne,J, j 1%ul✓14ce -"'ra»' c ruwls .-e -4z' alh�� ctdd new duef:'�1` `1,^cI Gkdd G1;rcrr1� y • R--Pt^ce b l+,rav' • ns a�.1 yQy^a e A -1 - e �`' � Sq. Ft./LF 1,0a% {' BTUs / 60;000 VJN19 60K Gallons -7' 5 CA PM Amps Squares For Solar: KW # of Panels Requires Structural k '3 i 13 5E E-� For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 3 5, voo , 00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last Dame): DATE: 03 vN a0?o Printed Name: DeJQ^ Fe'1 -yr5un ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 4r �. City of 9CC.OMMtUNjTY Wheat i le DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3030 -afe —Cl, General Contractor: FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: 6-Vxuyl1 �.Z`GR ( Contact Phone #: 30 602Y Wheat Ridge Contractor License #: /YOOS 3 (required field) 1 " 44�A h i'yW-Ci Printed Name of Adfhorized Agent -� 3.s-; 2-0 Signature of Authorized Agent Date Complete all highlighted fields, if applicable. [—]COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF � ':5 (XJ BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ `-7 � , 0 0 '3 `' 1 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRAC-M) or 'A Signature (first and Printed Name: REPRESENTATIVE) of (OWNER) (CONTRACTOR) \ DATE: - e DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: e� ' \VKCONSTRUCTION TYPE: Reviewer: BUILDING DEP EN OMME TS: /G// Reviewer: PUBLIC WORKS COMMENTS: .n �+ C() t Reviewer: r� Building Division Valuation: City of �W heat 1�clge coM-MUNlTyDrvti0PMFNT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(aD-ci.wheatridge.co.us FOR OFFICE USE ONLY I Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: NA )k4 �� J'+ J�4+ J ��! �� 3 J� -3 �Sk�• 4�k Wit) Property Owner (please print): Vk-1 Ifs A,-f30;r;k, 46CC 4AI Phone: Property Owner Email: �'b iM CL 1 ' 1 c�61 �i > lI I C V�Aa i (' C v iM Tenant Name (Commercial Projects Only) /.k Property Owner Mailing Address: (if different than property address) Address: I��—��'� City State, Zip: , fC,_.) 40 0 2,2 Architect/FngiA S C-/ �T `7��� �! _ %'/"kt-' Architect/Engineer E-mail: Phone: Contractor Name: c�� �x��►�� City of Wheat Ridge License #: X02_02`7 Phone: Contractor E-mail Address: M� L e 1�2 CAXCi. lrX. For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: L CSG -g91:7 _, CONTACT EMAIL(p/ease print):�%G�tu �,C�c�S-K�1Oi� ►�� Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # .rR.�. Other City Licensed Sub: Other City Licensed Sub: City License # City License # •7 City of _( Wh6atpjde COMMUNITY DEVELOPMENT g Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. PropertyOwner(s): NIVc,'1 Pe_+1er50✓1 Project Property: 3030 :'-t„ 5f, Whei-� RJXP , Co 20AI I -I Project Type: 1,tet Ior a-1 State of Colorado } Cou my of , e wer.Soc' } ss The foregoin instrument was acknowledged by me this ETAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 MMISSION EXPIRES APRIL 22, 2020 y day of M,,/ -cam , 20 ZD by My Commission Expires _�_1 22/20,2� Notary Public 1IPag Elevation EnAironuntAital Elevation Environmental Services 13340 Harrison St Thornton CO 80241 (833)536-8476 3030 Jay St Wheat Ridge, CO 80214 Prepared For: Devan Peterson Homeowner Prepared By.- Elevation y:Elevation Environmental Services 13340 Harrison St Thornton, CO 80241 CDPHE CERTIFICATE #'s: 24795, 25621 Date(s) of Inspection — December 20, 2019 aoa0491 31ql2OJ,O 21 Table of Contents 1.0 Introduction.................................................................................................................................................. 3 2.0 Asbestos Regulations................................................................................................................................. 3 3.0 Homogenous Area...................................................................................................................................... 3 4.0 Asbestos Containing Material................................................................................................................... 3 5.0 Non -Asbestos containing Material............................................................................................................ 4 6.0 Asbestos Inspection Findings.................................................................................................................... 4 7.0 Asbestos Recommendations..................................................................................................................... 5 8.0 Sampling Sketch.......................................................................................................................................... 5 9.0 Asbestos Lab Reports................................................................................................................................. 6-9 10.0 Certifications................................................................................................................................................. 10-11 � i 31P7jIgc 1. Introduction On December 20rd, 2019 — Elevation Environmental Services performed a limited asbestos inspection at 3030 St, Wheat Ridge, CO. The structure was being sampled for interior renovation and exterior extension. 2. Asbestos Regulations The EPA and the Colorado Department of Public Health and Environment (CDPHE) require all building materials with Asbestos Containing Materials (ACM) contain less than I% asbestos via PLM analysis. OSHA requirements are more stringent. It is required by law all friable and non -friable ACM be removed prior to renovation activities that may disturb verifiable and assumed ACM. Furthermore, all friable ACM must be removed prior to demolition. Point counting is required for bulk samples where the asbestos content is less than 10%. Federal and State agencies define ACM as those containing more than 1%. National Emission Standards for Hazardous Air Pollutants (NESHAP) requires materials with ACM less than 10% be point counted or be "assumed" ACM. If point counting is done, the result supersedes the non -point counted PLM result. 3. Homogenous Area Table HA Ref # Sample Name Size Sqft (unless noted) Samples Collected Locations Friability Condition G= Good D=Damaged SD= Severely Damaged Material Type 1 LCO1 200 2 Kitchen F SD Mise 2 INSUL01 1615 2 Attic F D Mise 3 PLO1 800 4 All walls F G Surf 4 SVFO1 100 2 Kitchen NF SD Misc 5 TA01 200 3 Bathroom NF G Misc 4. Sample Results — Asbestos Containing 5. PLM Determined Non -Asbestos Containing Material ACM HA Sketch Content Sample ID Ref # Ref # Sample location Description ACM Description % NA NA NA NA NA NA NA 5. PLM Determined Non -Asbestos Containing Material 411'Er_� l i z i t 1 o j-, E ii N I r o 11 111 ti l t IC i' t 1 C k: Sample ID HA Sketch ref # Sample location Description Ref 3030-LCO1- 1 1 Kitchen 2' f E 6' f N White leveling compound 01 3030-LCO1- 1 2 Kitchen 2' f E 9' f N White leveling compound 02 3030- 2 9 Attic 1' S of entrance Black blown in insulation INSULOI-01 3030- 2 10 Attic 6' s of Entrance Black blown in insulation INSULO 1-02 3030-PLO1- 3 3 Livingroom at Corner of Pink plaster with white drywall 01 ceiling and wall 8' f N backing and white joint compound 3030-PLO1- 3 4 Livingroom E wall 4' up Pink plaster with white drywall 02 backing and white joint compound 3030-PL01- 3 5 Bedroom at corner of S Pink plaster with white drywall 03 and E wall 4' up backing and white joint compound 3030-PLO1- 3 6 Bedroom 2 Ceiling 2' f N Pink plaster with white drywall 04 7' f E backing and white joint compound 3030-SVFO1- 4 11 Kitchen 4' f E 12 ` N Sheet vinyl flooring found under 01 hardwood in kitchen 3030-SVFO1- 4 12 Kitchen 5' f E 13 ` N Sheet vinyl flooring found under 02 hardwood in kitchen 3030-TA01- 5 7 Small Bathroom 1' N of Brown the adhesive 01 doorway 4' u 3030-TA01- 5 8 Small Bathroom N wall 3' Brown tile adhesive 02 up 3' f E 3030-TA01- 5 13 Large bathroom 2' f E S Brown tile adhesive 03 wall 4' u 6. Critical Areas Roof — Not in scope Attic — insulation samples taken no other suspect material. Crawlspace — Not in scope Flooring- Inspected 7. Asbestos Inspection findings Elevation Environmental Services did a limited structure inspection and found 5 Homogenous areas. All homogeneous areas came back non -asbestos containing. The areas that were inspected were either in the scope of renovation or impacted by the renovation. 8. Asbestos Recommendations Elevation Environmental Services, through a limited inspection within the scope of work, did not find any asbestos material in the structure. Renovation can continue as planned pending approval from state and local permitting. 9. Sampling Sketch 10. Asbestos Laboratory Reports 6 1 P a L, c RESERVOIRS ENVIRONMENTAL INC %It &I I t� rr,0 11114W,4� TABLE: PLIA BULK ANALY&S. PERCENTAGE COMPOSITION BY VOLUME Jct "4j"ttcr FIES 4S2291A client Elvv2han EnwrcirifnonUl Saniciiis 00rt pmc--t Nxmta, 3030 a.vpf C."'KI 303rD jay si Date Gwpes ilev!,--d: December 20, MIS Nvrond* EPA GCO R -S3:'1 ifi - Shun RopM. BUM �r stwitiwd Cl"-. 5's pi" A,W?ek- Deamttr 29, 2019 Chem i - Asbealos CanWnt Sampia NLwnbw mincral %qsugl -,t,,Hu "it No vell". o0w,," Ho No f1 MID u S (lit tv"N'91f,"A No r NO m5(n r-1 a j, Rrtwr 06",141i� ND 94 Xilr.-IWAA 011 U k MAI -4 ND 5a 3r, .0 6S '1fi 311r, a,11 01 40". eta v:ia 5 -o 6 3°i9 4 , rj�j it PIU,"' At Alt, mlk- 71Pa2 c RESERVOIRS ENVIRONMENTAL INC,. TA13LE� PLU BULK ANALYSIS, PERCENTAGE GOMPOSITI N BY VOLUME "-S J!;o r!#.rhG' RES x#52291-1 A.€tl Elevation Elewia'om atilt Smites PQ' 3030 3f�e0'Lg ,02 3030 tag at ("�"310 Sa r', 20, 2D141 vesir-Do. EFA Sidi A-913.119 - Short 62t:p'� . Bulk €et`3r�11ar .Staredatd yr„iy:.f-d Detvmbet 26, 2019 4D , y't� Det_ocl'.w E a Humber `N' P'Iyn€cl# A.€tl A�kte t Content JAImpfad 'Ig Al T D .€u� Nwi Vit,i, ugeo•x 3f�e0'Lg ,02 A° ND 0 IX B Or! W!:i m'Ya[Ct"y amt! 313 No 14 BE 61!t�tst`i1+' A tbc'EzzrTA"51!'rx,^crcryr ret,°`: nlrtra t "= No O 1fig, t!t' iat e;e'an d"t trati 65 ND 14 85 MOO �L17I N A r 1,1 g ar[e,ia• Owler -j tip i€ en 5 4"' hO.,1Jasie• W" wt"W 9a ND 0 frig 1C U-54' 1'01 A Vdnv s 7Ee rw_ q ND a Gray loom 9 ND q IOD '.. 4� T�;! rnu#1. czrEnr;ti w.h re 4irrf+'nt rt43 = l � tai-�a oet :s r.4eirg I59 ND 20 W; rhm5 r� zr,_ � n.i. _ tQ? 'd a.'i:*a#CirtPLV re5vt!Sare{,,%. RESERVOIRS ENVIRONMENTAL INC. MYLAP L opi Cod- Wfift-v TABLE; PLM BULK ANALYSIS, PERCENTAQE COMPOSMONIRY VOLUME H- "if rrx-, RES 452241-1 Asbestos Content l69tnpral visup. EfwWojvy*n1aJ Sffvlc*S Na 3030 A airies,.,A 9 3030 jav St Derembet 20, 2019 EPA 600 R-93:116 -Short Repwt Bulk r Staridattl L1;j1Q Deceftet 26, 21119 Sample Number P,Iy5wa1 par, Asbestos Content l69tnpral visup. A airies,.,A 9 ND is Tdglnlul.-cujweu S�,ewr. V11'K W, q,jv f-buntuh Lnwk!j!; 92 ND 35 material ff,,, TA,, I I A Wmtrpiwir 4f, N D 0 B yeW,,w ND 0 tTiG NEI loc H,3D,TAZ1 A ND 0 10, 0 ND Q Ic'- TD.I.- A'i.Jy! I C.'A P a g C REr —S Ueserv,oirs Environmental, Inc. RES Job C 452291 Slisu"nrl RY ... . . ......... . ... .. . ...... --- — — - ------ ---------- - WftkdaeT Sim i0m, iANtAf?i fim—RiAiR pfwkWw ��ImwAI'2 W.. SAME OAY RUSH fR*RrTy SUNDARD RUBM05Y Law PSIOWY "Apmg;w ttAWJARD rA :?I'n il--!! LID i 1� TMIT-041 .. . ....... ...... . ..... . ............ . .... ................. ................... ... . ................... . ...... . ...... vcwd of MOT DOLGEAT llmeTt v 141010— �: 3. 101 j- If -I 2, � 11. Certifications (See below) ASBESTOS CERTIFICATION* This certifies that Jonathon Milazzo Certification No.: 24795 has :net the requirements of 225 —7-507, C.R.S. and Air Quality Control Cort missioti Regulation No. 8, ["art B� and is hereby certified by the state of Colorado in the folloNvinn disciplim: Building Inspector* Issued. July 03, 2019 July 05, 2020 UJA C-Mffiroveii valift ovir witst evr&.nr 1raining Croton' in the 4&4:41'ablestwifled abova A ADanz v" Por ,E 4L I x �4N v ARM, L Colorado D "'artmf. of Pub c Heal dr and Fn-,ironment ASBESTOS CERTIFICATION* This certifies that Jonathon Milazzo Certification No.: 24795 has :net the requirements of 225 —7-507, C.R.S. and Air Quality Control Cort missioti Regulation No. 8, ["art B� and is hereby certified by the state of Colorado in the folloNvinn disciplim: Building Inspector* Issued. July 03, 2019 July 05, 2020 UJA C-Mffiroveii valift ovir witst evr&.nr 1raining Croton' in the 4&4:41'ablestwifled abova A ADanz v" Por ,E 4L I 111 P a g C Elevation Environmento I Services -- 70, MONO tz f4 La Z My f g RAT 0 ri t,. Elevation Environmental Services 13340 Harrison St Thornton CO 80241 (833)536-8476 3030 Jay St Wheat Ridge, CO 80214 Prepared For: Devan Peterson Homeowner Prepared By.- Elevation y:Elevation Environmental Services 13340 Harrison St Thornton, CO 80241 CDPHE CERTIFICATE #'s: 24795, 25621 Date(s) of Inspection — December 20, 2019 NO ACM f V-7rccw 0 ��o,,hearR'Q'9e zlgl 21 Table of Contents 1.0 Introduction.................................................................................................................................................. 3 2.0 Asbestos Regulations................................................................................................................................. 3 3.0 Homogenous Area...................................................................................................................................... 3 4.0 Asbestos Containing Material................................................................................................................... 3 5.0 Non -Asbestos containing Material............................................................................................................ 4 6.0 Asbestos Inspection Findings.................................................................................................................... 4 7.0 Asbestos Recommendations..................................................................................................................... 5 8.0 Sampling Sketch.......................................................................................................................................... 5 9.0 Asbestos Lab Reports................................................................................................................................. 6-9 10.0 Certifications................................................................................................................................................. 10-11 31 is 1. Introduction On December 20rd, 2019 — Elevation Environmental Services performed a limited asbestos inspection at 3030 St, Wheat Ridge, CO. The structure was being sampled for interior renovation and exterior extension. 2. Asbestos Regulations The EPA and the Colorado Department of Public Health and Environment (CDPHE) require all building materials with Asbestos Containing Materials (ACM) contain less than 1% asbestos via PLM analysis. OSHA requirements are more stringent. It is required by law all friable and non -friable ACM be removed prior to renovation activities that may disturb verifiable and assumed ACM. Furthermore, all friable ACM must be removed prior to demolition. Point counting is required for bulk samples where the asbestos content is less than 10%. Federal and State agencies define ACM as those containing more than I%. National Emission Standards for Hazardous Air Pollutants (NESHAP) requires materials with ACM less than 10% be point counted or be "assumed" ACM. If point counting is done, the result supersedes the non -point counted PLM result. 3. Homogenous Area Table HA Ref # Sample Name Size Sqft (unless noted) Samples Collected Locations Friability Condition G= Good D=Damaged SD= SeverelyDamaged Material Type 1 LCO1 200 2 Kitchen F SD Misc 2 INSULO1 1615 2 Attic F D Misc 3 PLO1 800 4 All walls F G Surf 4 SVFO1 100 2 Kitchen NF SD Misc 5 TA01 200 3 Bathroom NF G Misc 4. Sample Results — Asbestos Containing 5. PLM Determined Non -Asbestos Containing Material ACM HA Sketch Content Sample ID Ref # Ref # Sample location Descri tion ACM Description % NA NA NA NA NA NA NA 5. PLM Determined Non -Asbestos Containing Material 411°a III C\- a t i o n 1'. 1 i V 1 r,, ri 111 :" 1 t" s 1.5 C. 1' V? k a', j Sample ID HA Sketch ref # Sample location Description Ref 3030-LCO1- 1 I Kitchen 2' f E 6' f White leveling compound 01 3030-LCO1- 1 2 Kitchen 2' f E 9' f White leveling compound 02 3030- 2 9 Attic 1' S of entrance Black blown in insulation INSULO 1-01 3030- 2 10 Attic 6' s of Entrance Black blown in insulation INSULO1-02 3030-PLO1- 3 3 Livingroom at Corner of Pink plaster with white drywall 01 ceiling and wall 8' f N backing and white joint compound 3030-PLO1- 3 4 Livingroom E wall 4' up Pink plaster with white drywall 02 backing and white joint compound 3030-PLO1- 3 5 Bedroom at corner of S Pink plaster with white drywall 03 and E wall 4' up backing and white joint compound 3030-PLO1- 3 6 Bedroom 2 Ceiling 2' f Pink plaster with white drywall 04 7'f E backing and white joint compound 3030-SVFOI- 4 11 Kitchen 4' f E 12 ` N Sheet vinyl flooring found under 01 hardwood in kitchen 3030-SVFO1- 4 12 Kitchen 5' f E 13 ` N Sheet vinyl flooring found under 02 hardwood in kitchen 3030-TA01- 5 7 Small Bathroom 1' N of Brown tile adhesive 01 doorway 4' u 3030-TAOI- 5 8 Small Bathroom N wall 3' Brown tile adhesive 02 up 3'f E 3030-TA01- 5 13 Large bathroom 2' f E S Brown tile adhesive 03 wall 4' u 6. Critical Areas Roof — Not in scope Attic — insulation samples taken no other suspect material. Crawlspace — Not in scope Flooring- Inspected 7. Asbestos Inspection findings Elevation Environmental Services did a limited structure inspection and found 5 Homogenous areas. All homogeneous areas came back non -asbestos containing. The areas that were inspected were either in the scope of renovation or impacted by the renovation. 8. Asbestos Recommendations Elevation Environmental Services, through a limited inspection within the scope of work, did not find any asbestos material in the structure. Renovation can continue as planned pending approval from state and local permitting. 9. Sampling Sketch 10. Asbestos Laboratory Reports 61 P a ii ion F avironolonlal Scrvicc-, RESERVOIRS ENVIRONMENTAL INC, TABLE: PLM OULK ANALYSAS. PERCENTAGE COMPOSM004 By VOLUME R*5 452-4t- I r'wAban Fs'v'eWWWmW racRi WA W"M I W AM RMW NON i cuem Asbeslos Cogs eat irrx 1 Nwnbw mimrm vts'Al slif" �;c .11 ND I'D F, Gf, W VOW - cm WWO Wmj Y-' lv W A WNW, '114'mwl mm moo m cz A Twum y,srrr w etas Av No a mu Km al A 0, qWW' mm ND e Wflr� plaw - "Aam M-Jp co"00;t4ol Nrl i.;e`L- a, €, i on F ,,-v rt5t2Ilio 2Ei ii sk'.I`i%i oy Visor RESERVOIRS ENVIRONMENTAL INC. �Rf ��kr: Lias C1 s+7aaifi f•'k TABLE PLM BUtK ANALYSIS, PERCENTAGE COMPsyS�x�ION BY VOLUME s't 7 `ei Ftfs 44.1241-1 ' EFevaW)ft. cpv4ro4~uA Services 9R 3030 3030 Jay if oftamwt 20.22099 4 9% EFA 6W,11- 110 - Shod . Bulk, 11 3 t standard f of No 0 1,34 No 1OD Sk€18j 4. {�be sob t34X9.�B5Y `$' i}SACaS$ f2It mowral vo b5 Visor �Rf f•'k Siid s't 7 `ei No No 9R No NDyki NO 4 9% no 11 l0r, No f of No 0 1,34 No 1OD NO 81 81 RESERVOIRS ENVIRONMENTAL INC. WVLAP Lvj Code 1010%4 TAME PW BULK ANAL YSi-' ,PERCENTAGE COMPOSMON SY VOLUUE RES 452291-1 Elev4b6ft El*vlf0ftft*"a9 3030 jav st 20, 2019 k -strict EPA 600fl-93 116 - Shatt Re it,. 8ulk Decvmtwl 26, 2019 L Asbeslos Content i', w TA!: 1 4f, No No 32 A 35 No 0 NO 3:QG TA^i a3 A NO L NO 917 10 11, ": -, �, 11. Certifications (See below) CN- w s i tt11 t1i €? C� i-1 i b � a' b k bf p L, J" Colorado Department. of Public Health ;and E nvircanmesat ` la4a: 1110t the rc*t[ui>zmecjt-s of '-f_'+tti. C S. and Air t; Uillity C'OWr��� t.'oni;ui,�sitin Regulation No. 8, Pzu! 13Y and is hereby certilled lav tine state of t calczracica i.tt the following diwipline: Building Inspectoi Is. ued: .lady iia, 2019 F , ExpiresJuly 05, 2020 " rttis csrtiflf,-,twt r and.milt wilh Metws--es iota of ix y iFftEFar 14s1ururfutproved trailtlag cosinererw`ihaliou in the dttsa atafhte s1wt#1ed above. f p i rs _ ,usx� �+SE'C[' h�ptesrrsi�tiah" SE 4t ASBESTOS CERTIFICATION* This, certifies that Jonathon Milazzo Certification No.. 2479:s ` la4a: 1110t the rc*t[ui>zmecjt-s of '-f_'+tti. C S. and Air t; Uillity C'OWr��� t.'oni;ui,�sitin Regulation No. 8, Pzu! 13Y and is hereby certilled lav tine state of t calczracica i.tt the following diwipline: Building Inspectoi Is. ued: .lady iia, 2019 F , ExpiresJuly 05, 2020 " rttis csrtiflf,-,twt r and.milt wilh Metws--es iota of ix y iFftEFar 14s1ururfutproved trailtlag cosinererw`ihaliou in the dttsa atafhte s1wt#1ed above. f p i rs _ ,usx� �+SE'C[' h�ptesrrsi�tiah" SE 4t a 111 page a Eleval ion Environmental Scrvicm NIT rill I 41 ON* e— P C,,voHwd AVON jr z Cori -let, 74' Detailed List of Work for 3030 Jay Street: 1. Remove load bearing wall across living room 2. Remove wall between front door hallway and living room 3. Install load bearing beam per engineering drawing 4. Remove old closet #1 walls and relocate east wall 1 feet east to straighten hallway with old closet #2 wall. This is to create an exercise room in master suite. 5. Add wall to separate exercise room from new #1 closet. 6. Remove old closet #2 east and south walls to enlarge #1 bath and create doorway between NE bedroom and bath. 7. In #1 bath, relocate toilet to install shower. Also, replace sink and tub. 8. Remove west wall of #1 bathroom and kitchen and relocate 1.5 feet west to extend footprint of both rooms. 9. Remove wall between old NW bedroom and old office to create new closet #2 for new NW bedroom. 10. Relocate washer, dryer and hot water heater from kitchen to new #1 closet. 40 gal tank converted to on -demand tankless water heater hung above dryer. 11. Remove west wall of #2 bathroom 1.5 feet west to straighten and enlarge #2 bathroom. 12. Move south wall of #2 bathroom south by V to enlarge bathroom. 13. #2 Bath convert shower to shower/tub combo and relocate toilet and replace vanity. 14. Relocate refrigerator and oven to north wall. New stove top will stay on east island. New double oven will replace standard oven. Pantry cabinets will frame refrigerator and double oven. All new cabinets. New sink. New dishwasher. Replace ceiling ventilation for stovetop with downdraft ventilation. 15. Replace 69" dining room east window with patio door. 16. Build #3 closet and storage in south bedroom/ den. 17. Replace required plumbing. 18. Upgrade electrical service to 200 amp, upgrade low voltage lighting to current standard and standard voltage. Relocate and replace electrical circuits as necessary. 19. Replace gas furnace and install A/C. Otua(>o PC._n031 W- ab 0 a dEM& Water hammer arrestors are required at quick -closing valves R2903.5. and N Exterior walls tubs. adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers (} ! o + 31C . I ; I p i ' I w I I I A/I ---- 7 -N r —_ i I - --- - - I I ( ! _ i A - - -- I ! { ( I i i ( i 711 ( -; -- i I I T—C LD6 ET I t I Minimum 50 CFM exhaust fan i vented to exterior shall be provided — in toilet rooms and bathrooms. ' I j - F ! F Ity F JAUNI 'JY EVE 01, N f 1 i _ ! t i ' Al I KO 0 !P ans adl Tifn r ate 0 sjlwN be pt► for, an % p a1CRIarft b M le r zz,12 �� 9 Otua(>o PC._n031 W- ab 0 a dEM& _ i I � ! i ��_! I � t I 1 �_ i i ' I 7 - i ' I I � I __ i i I i I I I I I � j -� � i i `-j- j -j- --y---:�w_- __ j ! i � � i � ; � I i j � ! + i j i � I i , �' i � i I I 1 i i I � r I � i I i i ! ! i^E i i I ! � ! � I ' i I E i I I E I I E i I I � i 1 i ' 1 I I } � � � 1 i � F I I ! � � j � i `i I i � G ! i I E I I ! i � I I ! k .-o, , G E N E R A L S T R U C T U R A L N 0 T E 5 1.0 GOVERNING BUILDING GOD E: 2012 INTERNATIONAL BUILDING CODE 2.0 DESIGN LOADS A. DEAD LOADS: e a. ROOF: 15 psf b. FLOOR: 12 psf B. LIVE LOAD5: I. #6 THROUGH #IS BARS 2" a. SNOA (GROUND): 43 psF b. SNOW (ROOF): 30 psF c. FLOOR: 40 psf G. WIND: a. ULTIMATE WIND SPEED: 135 MPH - EXPOSURE 'G' (3 SECOND GUST) b. BASK WIND SPEED: 105 MPH - EXPOSURE 'G' (3 SECOND 6U5T) c. RI5K GATEGORY: II d. INTERNAL PRESSURE: +0.18, -0.18 (ENCLOSED BUILDING) D. SEISMIC: a. DESIGN CATEGORY: B b. RISK CATEGORY: II c. EARTHQUAKE IMPORTANCE FACTOR: 1.0 d. SOIL 517E GLASS: D 3.0 GENERAL A. THE STRUCTURAL DOCUMENTS ILLUSTRATE THE COMPLETED STRUCTURE WITH ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING AND SHORING AS REQUIRED DURING CONSTRUCTION TO WITHSTAND ALL LOADS, 5TOCKPILE5 OF MATERIALS AND EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE A5 LONG AS REQUIRED UNTIL THE CONSTRUCTION OF THE STRUCTURE 15 COMPLETED. B. GENERAL CONTRACTOR 15 RESPONSIBLE FOR PROTECTION OF PER5ON5 AND PROPERTY EITHER ON OR ADJACENT TO THE PROJECT AND SHALL PROTECT SAME AGAINST INJURY, DAMAGE OR L055 DURING CONSTRUCTION. G. GENERAL CONTRACTOR 15 RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS OR PROCEEDING AITH WORK AFFECTED BY AREAS AITH EXISTING CONDITIONS. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE STRUCTURAL ENGINEER IMMEDIATELY. D. WHERE PERIODIC OR CONTINUOUS INSPECTIONS AND / OR TESTING ARE REQUIRED BY THESE DOCUMENTS, GOVERNING BUILDING CODE OR THE GOVERNING BUILDING OFFICIAL, ENGINEER OR AN INDEPENDENT INSPECTION AND / OR TESTING AGENCY SHALL BE RETAINED BY THE OWNER TO PERFORM REQUIRED INSPECTIONS AND / OR TESTING. E. THE CONTRACTOR SHALL INFORM ARCHITECT AND ENGINEER CLEARLY IN WRITING AND PROVIDE DOCUMENTATION FOR THE REVIEA OF ANY SUBSTITUTIONS OR DEVIATIONS OF REQUIREMENTS OF THE CONTRACT DOCUMENTS. F. THESE PLANS HAVE BEEN ENGINEERED FOR CONSTRUCTION AT ONE SPECIFIC BUILDING SITE. BUILDER ASSUMES ALL RESPONSIBILITY FOR USE OF THESE PLANS AT ANY OTHER LOCATION. G. DO NOT SCALE DRAAIN65. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. PLANS AND DETAILS ARE TO SCALE UNLE55 NOTED. WHILE DRAWING SCALE 15 BELIEVED TO BE RELIABLE, THE ACCURACY AND COMPLETENESS 15 NOT GUARANTEED BY THE ENGINEER. CONSULT THE ARCHITECT OR ENGINEER OF RECORD FOR DIMEN51ON VERIFICATION. NOTIFY ARCHITECT OR ENGINEER OF ANY DISCREPANCIES IN DIMENSIONS BETWEEN THE ARCHITECTURAL AND STRUCTURAL DOCUMENTS BEFORE PROCEEDING AITH THE WORK. H. NO STRUCTURAL MEMBERS SHALL BE GUT, NOTCHED OR OTHERWISE PENETRATED UNLESS ALLOWED BY MANUFACTURER, SPECIFICALLY 5HOHN ON THESE DOCUMENTS OR APPROVED BY THE ENGINEER IN ADVANCE. I. SECTIONS OR DETAILS SHOWN OR NOTED APPLY TO SIMILAR CONDITIONS ELSEWHERE NOT SPECIFICALLY SHOWN OR NOTED. ©COPYRIGHT 2019 BY ASCENT GROUP, INC. J. THESE CONSTRUCTION DOCUMENTS ARE BA5ED ON THE WORK BEING COMPLETED IN A WORKMAN LIKE MANNER BY A CONTRACTOR EXPERIENCED WITH 51MILAR CONSTRUCTION. 4.0 FOUNDATIONS A. 501L DESIGN VALUES SHOWN BELOW HAVE BEEN A55UMED FOR USE IN THE FOUNDATION DESIGN, AND ARE TO BE VERIFIED BY OPEN HOLE INSPECTION BY A SOILS ENGINEER RETAINED BY THE OWNER. ANY CHANGES IN THE STATED SOIL DESIGN VALUES MAY REQUIRE REVISIONS TO THE FOUNDATION DESIGN. B. FOOTINGS SHALL BE FOUNDED UPON UNDISTURBED NATURAL SOIL OR COMPACTED FILL, TESTED AND APPROVED BY A SOILS ENGINEER. a. MAXIMUM DESIGN SOIL BEARING PRESSURE: 1,500 P5F. b. MINIMUM DEAD LOAD: 0 P5F. c. FOOTING5 SHALL BE PLACED A MINIMUM OF 36" BELOW FINAL FINISHED GRADE (FROST DEPTH) d. DESIGN LATERAL SOIL PRESSURE (EQUIVALENT FLUID PRESSURE, AT REST CONDITION, USING ON-SITE GRANULAR SOILS A5 BACKFILL): 50 PSF/FT. G. PRIOR TO BACKFILLING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING FOUNDATION HALLS TO RETAIN EARTH AGAINST BACKFILLING PRESSURES UNTIL SUPPORTING ELEMENTS INCLUDING FLOOR SLABS ARE IN PLACE. D. FOUNDATION HALL5 AND GRADE BEAMS HAVING EARTH PLACED ON BOTH SIDES SHALL HAVE BOTH SIDES FILLED SIMULTANEOUSLY TO MAINTAIN A COMMON ELEVATION. E. DO NOT BACKFILL WITH EXPANSIVE SOILS, VERIFY FILL TYPE WITH SOILS ENGINEER PRIOR TO BACKFILLING. F. PROVIDE A CONTINUOUS PERIMETER DRAIN SYSTEM PER THE SOILS ENGINEER WITH AN INVERT A MINIMUM OF b" BELOW THE BOTTOM OF THE BASEMENT SLAB. EXTEND THE PERIMETER DRAIN TO A SUMP OR TO DAYLIGHT. GO -ORDINATE DESIGN WITH ANY RECOMMENDATIONS CONTAINED IN THE SOIL REPORT. G. PROVIDE 8" CLEAR MINIMUM FROM GRADE TO TOP OF FOUNDATION WALL. FOOTING BEARING ELEVATIONS SHALL BE ADJUSTED IN THE FIELD TO ACCOMMODATE FINAL ANTICIPATED FINISHED GRADES AND REQUIRED FR05T DEPTHS, NOTIFY ENGINEER OF CHANGES IN ELEVATION FROM THAT 5HOAN ON FOUNDATION PLAN. H. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRIDLINE5 UNLE55 NOTED OTHERWISE ON DOCUMENTS, I. SLOPE THE EXTERIOR GRADE AWAY FROM THE STRUCTURE. 5.0 CONCRETE AND REINFORCEMENT A. CONCRETE DE516N 15 BASED ON "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (AGI 318 - LATEST EDITION). B. CONCRETE SHALL CONFORM TO THE APPLICABLE PROVISIONS OF SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (AGI 301 - LATEST EDITION). G. CONCRETE SHALL BE NORMAL WEIGHT (145 PGF) WITH STONE AGGREGATE AND DEVELOP A MINIMUM 28 -DAY COMPRESSIVE STRENGTH AS FOLLOWS: a. FOOTINGS AND FOUNDATION WALLS 3500 P51. b. 5LAB5-ON-GRADE 3500 P51. D. GEMENT SHALL BE TYPE I / 11 (OR TYPE V) CONFORMING TO ASTM 0150. E. FLY ASH SHALL CONFORM TO A5TM 0618, CLA55 G OR F. FLY ASH SHALL NOT EXCEED 20% OF THE TOTAL WEIGHT OF CEMENTITIOU5 MATERIAL. F. NO ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL BE PERMITTED IN ANY CONCRETE. G. GOLD WEATHER CONCRETING: WHEN TEMPERATURES DROP BELOW 40 DEGREES AT ANY TIME DURING CONCRETE PLACING AND CURING, THE PROVISIONS OF A01306R SHALL BE FOLLOWED TO PROTECT CONCRETE FROM FREEZING. H. HOT HEATHER CONCRETING: PLACE AND CURE CONCRETE IN ACCORDANCE WITH AGI 305. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE SLUMP AT TIME OF PLACEMENT BELOW 40 DEGREES F. I. CONCRETE MUST BE CONTINUOUSLY PLACED WITHOUT HORIZONTAL GOLD -� e JOINTS. IF GOLD JOINTS ARE NECESSARY, ADEQUATE REINFORCING AND b. FORMED SURFACE EXPOSED TO EARTH OR HEATHER = HORIZONTAL KEYS OR A ROUGHENED SURFACE MUST BE PROVIDED; I. #6 THROUGH #IS BARS 2" Q. MAINTAIN GONTINUI7Y OF ALL HORIZONTAL REINFORCEMENT AT CORNERS, r COORDINATE REQUIREMENTS WITH ENGINEER. ALL REINFORCING STEEL INTERSECTIONS AND AT STEPS IN THE TOP AND BOTTOM OF HALL5 OR & s r SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. W I. SLABS, HALL5 AND JOISTS = y ° N (a) #14 THROUGH #18 BARS INDICATED ON THE DRAWINGS AND SHALL BE IN COMPLIANCE WITH ALL I J. DEFORMED REINFORCEMENT: ASTM A615, GRADE 60 EXCEPT TIES OR THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY "REINFORCING s STIRRUPS: A5TM A615, GRADE 40. W a e Q r K. REINFORCING BARS TO BE WELDED SHALL BE ASTM A706, GRADE 60. O WELDED TO ENGINEER FOR APPROVAL. < a M eros L. WELDED WIRE FABRIC: A5TM A185 (LAP ONE FULL MESH AND TIE G EXPOSED TO EARTH OR GRANULAR FILL SHALL BE COVERED WITH A SECURELY, GUT ALTERNATE HIRE5 AT CONTROL JOINTS). W MINIMUM OF 3 IN. OF CONCRETE, u 3 M. REINFORCEMENT SHALL BE FABRICATED AND PLACED AS PER THE T. PROVIDE SLIP JOINT MATERIAL SEPARATING THE FLOOR SLAB FROM THE 0o m ° LATEST EDITION OF THE AGI "MANUAL OF STANDARD PRACTICE FOR L_ a' • DETAILING CONCRETE STRUCTURES" (AGI -315). @ o COLUMNS FROM CORRO51ON BELOW GRADE.~ -1111111 m4 U. PROVIDE SLAB CONTROL JOINTS IN ACCORDANCE WITH SOILS REPORT C7 >_ m = 3 RECOMMENDATIONS. CONTROL JOINTS SHALL BE 5AH OUT TO 1/4 OF THE N. SPLICE LENGTH, DOWEL PROJECTION OR EMBEDMENT SHALL BE A MINIMUM SLAB DEPTH AND SHALL BE LOCATED AT ALL COLUMN CENTERLINES IN AT p LEAST ONE DIRECTION. OF 58 BAR DIAMETERS.a V. FOR LOCATION, SIZE AND DETAILS OF OPENINGS, SLEEVES, INSERTS, m CONDUITS, PIPES SLOTS AND RELATED ITEMS REQUIRED TO BE LOCATED 0. MINIMUM CONCRETE COVERAGE FOR REINFORCING STEEL: -� a. UNFORMED SURFACE CAST AGAINST EARTH 3" b. FORMED SURFACE EXPOSED TO EARTH OR HEATHER o I. #6 THROUGH #IS BARS 2" Q. MAINTAIN GONTINUI7Y OF ALL HORIZONTAL REINFORCEMENT AT CORNERS, a 2. #5 AND SMALLER BARS I I/2" INTERSECTIONS AND AT STEPS IN THE TOP AND BOTTOM OF HALL5 OR & s c. FORMED SURFACE NOT EXPOSED TO EARTH OR HEATHER FOOTINGS. W I. SLABS, HALL5 AND JOISTS R. WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY HHERE ° N (a) #14 THROUGH #18 BARS INDICATED ON THE DRAWINGS AND SHALL BE IN COMPLIANCE WITH ALL I (b) #11 AND SMALLER BARS 3/4" THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY "REINFORCING 2. BEAMS AND COLUMNS 1 1/2'. STEEL WELDING CODE", AW5 DIA LATEST EDITION. PROVIDE WELDING W a e P. PROVIDE 2-#5 EACH 51DE OF ALL WALL OPENINGS OR NOTCHES, U.N.O. VERTICAL BARS SHALL BE FULL -HEIGHT; HORIZONTAL BARS SHALL EXTEND A MINIMUM OF 3'-0" BEYOND THE EDGE OF THE OPENING. -� PROJECT2019-00432432 ER 2019 Q. MAINTAIN GONTINUI7Y OF ALL HORIZONTAL REINFORCEMENT AT CORNERS, INTERSECTIONS AND AT STEPS IN THE TOP AND BOTTOM OF HALL5 OR FOOTINGS. R. WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY HHERE INDICATED ON THE DRAWINGS AND SHALL BE IN COMPLIANCE WITH ALL I W THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY "REINFORCING STEEL WELDING CODE", AW5 DIA LATEST EDITION. PROVIDE WELDING Q PROCEDURES AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE O WELDED TO ENGINEER FOR APPROVAL. 5. BASE PLATES, ANCHOR BOLTS, SUPPORT ANGLES AND OTHER STEEL G EXPOSED TO EARTH OR GRANULAR FILL SHALL BE COVERED WITH A W MINIMUM OF 3 IN. OF CONCRETE, N o T. PROVIDE SLIP JOINT MATERIAL SEPARATING THE FLOOR SLAB FROM THE °(n w z PIPE COLUMNS AND PLUMBING PENETRATIONS TO ALLOW THE SLAB L_ a' MOVEMENT INDEPENDENT THE COLUMNS OR PLUMBING. PROTECT STEEL @ o COLUMNS FROM CORRO51ON BELOW GRADE.~ a m C O Q Li U. PROVIDE SLAB CONTROL JOINTS IN ACCORDANCE WITH SOILS REPORT C7 >_ m = 3 RECOMMENDATIONS. CONTROL JOINTS SHALL BE 5AH OUT TO 1/4 OF THE Q SLAB DEPTH AND SHALL BE LOCATED AT ALL COLUMN CENTERLINES IN AT LEAST ONE DIRECTION. V. FOR LOCATION, SIZE AND DETAILS OF OPENINGS, SLEEVES, INSERTS, O CONDUITS, PIPES SLOTS AND RELATED ITEMS REQUIRED TO BE LOCATED PRIOR TO PLACING CONCRETE, REFER TO ARCHITECTURAL, MECHANICAL, O ELECTRICAL AND OTHER DRAAING5 FOR THIS PROJECT. I 1f InLw Q Q 3/16 m I I/2" TYP. G,4P PLATE 4" STIFF. fE EA.. 51 DE (4) 34"<P A325 — BOLTS 2" CAP PLATE MATCH BEAM WIDTH COL PER PLAN TYP CAP PLATE O . I = 1'-0 © COPYRIGHT 2019 BY ASCENT GROUP, INC. f 1/2" BASEPLATE HOLES "w" + 1/2" 2x WALL, INTERRUPT SILL PLATE @ COL. HSS COLUMN RE: PLA FASTEN COLUMN DOV FOOTING w/ (2) 1/2"(P HD, 3" MIN. EMBED FDN WALL RE: PLAN CENTER COL. 4 ANCH IN 2x WALL, U.N.O. ON MIN. 2" EDGE DISTAN( BASEPLATE SCALE: 1 1/2" = 1'-0" r.2-TYP. COLUMN BASE 1" = I' -o TOP OF COL. (N) H55 COL RE: PLAN w/ PL. 1/2 x RE: I 4 1/2 x 0'-6" BASEPLATE. FASTEN O 3 i I TO WOOD BEAM (6) SIMPSON 5US25500 SOREWS, (3) EA. SIDE OF COLUMN, CENTERED ON 2x8 3/16 �I 4" T (E) (3) 2x6 FLOOR BEAM I (N) 6x6 POST w/ PC6Z POST CAP. CENTER UNDER BEAM AND COL. ABOVE (N) ABU66Z POST BASE w/ HILTI K55 EXPANSION ANCHOR w/ MIN 4" EMBED INTO FTG FOOTING RE: PLAN, TO BEAR ON UNDISTURBED 501L (N) COL. CONN. & FTG I" = 1'-O P� /CF •'�, B � F -q ' tf' V 2• . O 'U 54356 �'D1/02/2020, 44 OQ-; ONAL EAG\ 0 0 I PROJECT NUMBER I 2019-0432 W 0 c0 G to O U 4° n w m y U co O U mQ fl mw i Q m 0 m SO.3 3 OF 4 (N) 3'-3" x 3'-3" x 12" FOOTING w/ (4) #5 BARS EA. NAY. FIELD VERIFY LOCATION. (N) FOOTING 15 ASSUMED TO BE WITHIN 1'-0" OF EXISTING FOOTING. PROVIDE SHORING (BY OTHERS) AND REMOVE EXI5TIN6 FOOTING. NOTIFY ENGINEER IF ACTUAL LOCATION DOES NOT MATCH F I ASSUMPTIONS STATED ABOVE. NOTE: DIMEN51ONS OF (E) NALL5 ARE APPROXIMATE, AND BASED ON DIMENSIONS PROVIDED BY OWNER. DO NOT 56ALE DRAWINGS. z COL. TO EXTEND TO T.0 < FOUNDATION NALL. 7- INTERRUPT RIM J015T $ SILL PL. AS REQUIRED. 0 NOTIFY ENGINEER IF EXISTING CONDITIONS z PREVENT INSTALLATION A5 SPECIFIED. LL 2 r � 0.3 PROVIDE H3 CONNECTORS FROM I WOOD NAILER ON STEEL BEAM L TO (E) ROOF/CEILING FRAMING. ALSO, TOE -NAIL ROOF/CEILING FRAMING TO WOOD NAILER w/ (3) IOd NAILS ROOF FRAMING PLAN_ scala: 1/411 = 1'-011 ROOF NOTES: • SEE SHEETS 50.1-50.3 FOR TYPICAL DETAILS $ GENERAL NOTES. • PROVIDE 51MP50N H2.5 AT ALL TRUSSES AND RAFTERS. © COPYRIGHT 2019 BY ASCENT GROUP, INC. (N) 2'-6" x 4'-0" x 12" THICK UNDERPIN FOOTING w/ (4) #5 BARS EA. NAY. PROVIDE SHORING (BY OTHERS) PRIOR TO EXCAVATING UNDER (E) FOUNDATION NALL. CENTER (N) FOOTING UNDER (E) FOUNDATION WALL. NORTH ol v z m� a z- eN z - m a e L- 0 a�m 00 m� r a 3t O F a � o w O 0 0 a � a PROJECT NUMBER 2019-0432 J W Q O G c ca W 0 � � U � N W c } c7 E `- m ow 0 m= QE 3 i C O sho 4 OF 4 I (N) NIOx54 (DROPPED) R (E) HALLS TO BE REMOVED 26-0" MAX. SPAN NOTE: DIMEN51ONS OF (E) NALL5 ARE APPROXIMATE, AND BASED ON DIMENSIONS PROVIDED BY OWNER. DO NOT 56ALE DRAWINGS. z COL. TO EXTEND TO T.0 < FOUNDATION NALL. 7- INTERRUPT RIM J015T $ SILL PL. AS REQUIRED. 0 NOTIFY ENGINEER IF EXISTING CONDITIONS z PREVENT INSTALLATION A5 SPECIFIED. LL 2 r � 0.3 PROVIDE H3 CONNECTORS FROM I WOOD NAILER ON STEEL BEAM L TO (E) ROOF/CEILING FRAMING. ALSO, TOE -NAIL ROOF/CEILING FRAMING TO WOOD NAILER w/ (3) IOd NAILS ROOF FRAMING PLAN_ scala: 1/411 = 1'-011 ROOF NOTES: • SEE SHEETS 50.1-50.3 FOR TYPICAL DETAILS $ GENERAL NOTES. • PROVIDE 51MP50N H2.5 AT ALL TRUSSES AND RAFTERS. © COPYRIGHT 2019 BY ASCENT GROUP, INC. (N) 2'-6" x 4'-0" x 12" THICK UNDERPIN FOOTING w/ (4) #5 BARS EA. NAY. PROVIDE SHORING (BY OTHERS) PRIOR TO EXCAVATING UNDER (E) FOUNDATION NALL. CENTER (N) FOOTING UNDER (E) FOUNDATION WALL. NORTH ol v z m� a z- eN z - m a e L- 0 a�m 00 m� r a 3t O F a � o w O 0 0 a � a PROJECT NUMBER 2019-0432 J W Q O G c ca W 0 � � U � N W c } c7 E `- m ow 0 m= QE 3 i C O sho 4 OF 4 0 4D CD CU lZ CU City of Wheat Ridge Residential Sewer Repair PERMIT - 201902242 PERMIT NO: 201902242 ISSUED: 10/22/2019 JOB ADDRESS: 3030 Jay St EXPIRES: 10/21/2020 JOB DESCRIPTION: Replacing 10 feet of sewer service and 30 feet long pipe burst and install dual sweep clean outs 8 feet deep. *** CONTACTS *** OWNER (303)947-4360 PARKER KAREN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,200.00 FEES Total Valuation 0.00 Use Tax 67.20 Permit Fee 109.20 ** TOTAL ** 176.40 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge 5 Residential Sewer Repair PERMIT - 201902242 PERMIT NO: 201902242 ISSUED: 10/22/2019 JOB ADDRESS: 3030 Jay St EXPIRES: 10/21/2020 JOB DESCRIPTION: Replacing 10 feet of sewer service and 30 feet long pipe burst and install dual sweep clean outs 8 feet deep. 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 perforin the work described and approved in conjunction with this_pennrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfori that all wwrto be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signa uof OWNER or re ACT R �r'rl-cle one) Date 1. This permit was issued bONTRhe-irsformation 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 maybe subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any /AMlicable c�rnyinance or regulation of this jurisdiction. Approval of work is subject to field inspection. A��4 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of Wheatljdge CommuNiTy DEVELOPMENT . Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Perm its(d1d.wheatridge.co.us FOR OFFICE USE ONLY Plan/Permit # �61��ya Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �o3o _ Owner Property Owner Email: N 1A Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Enaineer: Architect/Engineer E-mail: Phone: Contractor: fWo) Phone: 3 1'7'q 7 - 1136U Contractors City License #: / Z-0 ( G ( Phone: 7 Zee - 8/ 6 2 - t,( 35 1 Contractor E-mail Address: Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # rv*- Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) � 0 ' Lo �- r' oma` 5 e,,VC 5e e- CC, --rU a,, cr/ i ,` 5 -Ic- t t Sq. Ft.lLF Amps �cJC� \ 5CAI ep-rO Btu's Squares S Gallons Other 30 , (0,. ,�- ,9�, - P Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ j ?,0U P:rQ &-s4- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) CONTRACTOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: 10 ZZ f of ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: AL1 Job Address: Permit Number: � f 1--,. , � ❑ No one available for inspection: Time AM/PM f ` Re -Inspection required: Yes ENo When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us inspection Date: 1 U Inspector: DO NOT REMOVE THIS NOTICE 2 �1't X25 INSPECTION RECOO00t, INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79 O INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type k . c spections 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 Initials Comments Pier Plumbing Concrete Encased Ground (CEG) Foundation / P.E. Letter Lath / Wall Tie Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Comments 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 Sheathi Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical 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 26_% t/ Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201702503 PERMIT NO: 201702503 ISSUED: 06/26/2017 JOB ADDRESS: 3030 Jay ST EXPIRES: 06/26/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm asphalt shingles with ROOF DECKING 36 sq. (29 sq. house, 7 sq. garage) *** CONTACTS *** OWNER (303)233-6478 JOE H & CAROLINE E MARTIN REVO *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21,564.99 FEES Total Valuation 0.00 Use Tax 452.86 Permit Fee 394.50 f ** TOTAL ** 847.36 *** 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 k1/2 -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€rms 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&#39;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 A Awl IMF r law Residential Roofing PERMIT - 201702503 PERMIT NO: 201702503 ISSUED: 06/26;2017 JOB ADDRESS: 3030 Jay ST EXPIRES: 06/26/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm asphalt shingles with ROOF DECKING 36 sq. (29 sq. house, 7 sq. garage) 1, 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 perform and that all work to be'perfo,rmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER ,fir CONTRACTOR (Circle one) Date 1 I 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 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. 5. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject 20. eld 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 the subject line. CERAMIC MOSAIC LLC 1641 S. Wolff St, Denver, CO 80219 www.ceramicmosaicllc.com Roofing�& xte or- restoration p: 720-323-3673 f:303-935-1933 4 ceramicmosaicllc@gmail.com BBB Customer G R A -P - j1 Ins. Provider S R, Address _J --( Phone Fax City Zip poZj ' County -I-r Policy # Phone Install Ridge Cap rUl ipPCr1 Claim # 1-5 7 6- A 40 Email LF Project Manager pd Date Z -, Install Flashing - Pipe Jack Phone * If the party of the 1 st part agrees to allow Ceramic Mosaic LLC to perform all work pertaining to insurance claim or agreed upon work (see above claim number) and initials above, then client allows Ceramic Mosaic LLC to contact insurance company and negotiate final prices which may be more than original claim due to scope of work, permit fees, overhead & profit. Rnnnrur; --L 0 t -A �,- L ----3 1) � DESCRIPTION OF SERVICES TO BE RENDERED Unit City. Total Notes Install Roofing Felt: ❑ 151-b NOLb SQ ❑ Install 30 year laminated shingles SQ ❑ Install 50 year laminated shingles SQ [Install Class 4 Impact Resistant shingles SQ Install Ridge Cap rUl ipPCr1 LF ❑ Install High Profile Ridge Cap LF Install Drip Edge Zn LF Install Flashing - Pipe Jack EA ❑ Install Step Flashing LF P<Install Chimney flashing: ❑ S ❑ M AL EA ❑ Install Skylight Flashing EA Install Roof Vent: E (Turtle type ❑ Ridge vent EA/LF ❑ Install Power Vent EA ❑ Install Exhaust Cap: ❑Kitchen ❑Bath EA Install Ice & Water Shield SF Install Sheathing - 7/16" OSB SF ❑ Install Modified Bitumen SQ Install New Gutters/ Downspouts LF ❑ Install New Skylight Standard EA-- ❑ Install New Skylight Tube style: ❑ 14" 1:121 " EA ❑ Build Cricket EA Tear Off, Haul & Dispose of Shingle SQ ❑ Tear Off, Haul & Dispose of Add'I Layer 2nd SQ ❑ Tear Off, Haul & Dispose of Add] Layer 3rd SID ❑ Steep Roof ❑ 2 Stories or greater SQ ❑ Remove & Reset/Flash Swamp Cooler EA * Remove Dish ONLY - reinstall by network provider EA Shingle Color: j P Gutter Color: Drip Edge Color: HOMEOWNER (or aithorized signer) Signature CONTRACTOR - rami "1Mosaic LLC Signature " all checks payable to: Ueramic Mosaic LLL Date ` Date b d t zo� i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTIO NOTICE S i;< Inspection Type: Job Address: -3 0 3 0 J_/4 i s 7_ Permit Number: Z_0 1`7® Z 5-0_3 ❑ No one available for inspection. -.—Time �'�L'�AM/PM r Re -Inspection required: Yes No.� When corrections have been made, call for re -inspection -at 303 -234 - Date:' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE— Inspection OTICE_.Inspection Job Address: )0-)o j I i Permit Number: 10/'/0 Z 5-0 5 ❑ No one available for inspection.: Time I AM/PM Re -Inspection required: Yes (No) When corrections have been made, call for re -ins ection at 303-234-5933 �f Date: ' `' Inspector: DO NOT REMOVETHIS NOTICE DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 95-746 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :4/13/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: MARTIN JOSEPH H Property Address: 3030 JAY ST Phone: 233-6478 Contractor License No. : 17553 Company: Centennial Roofing Co., Inc. Phone: 238-5557 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Use Tax: $3,570.00 $63.00 $53.55 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 a e to abide by all conditions printed on this application, and that I assume full respo I Iity for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicab~ t Rid~~~nces, for work under this per it. (OWNER)(CONTRACTOR) SIGNE ~-,,/ 0/ ~?-</"-< DATE 71 /:> 9 v Total: $116.55 Description: REROOF BUILDING DEPARTMENT USE ONLY Approval: Zoning: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . Expiration Date: Approval: Expiration Date: Approval: . . (4) (5) (6) 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 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 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 the/"Ob" The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinrce. law, rule or regulation. (\ Cc' d,"~ / &.-A. Chi f Building Inspector ~ THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (1) (2) (3) ~7'}] . .-, 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: /14>12. #7-04-1/Ak> Property Address: y c :5 0 :5 A 7 s -+ . Contractor License No.: / 7 S .5 :3 Company :~A>r-"?~ ~ ~;'" '- a?:,o.l /~7 Phone: 23::;5 -.::; Y7Y Phone:23,y- 35"-7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: .:3. :5"'"70 , Permit Fee: (,3. c1-o Use Tax: :.J- 3 ::;s- Total :l16,S$ $MO 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 Wh t Ridge ordinan~ for work under thiS_ permit. (OWNER)(CONTRACTOR) SIGNED '..# ,/lE "C '-?7~' V""DA TE .y';';:1 /9.r I / Description: A /L>c-k .5 BUILDING DEP L TMENT USE ONLY Approval: Zoning: Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . 1IilRlI---~ Expiration Date: Approval: . (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of VVheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. 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. N"o work of any manner shall be done that will change the natural flow of water causing a drainage problem, Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of thel.ob. The issuance of a permit or the appro....al 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any ....iolation of the provisions of the building codes or any other ordinance, law, rule or regulation. (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