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HomeMy WebLinkAbout6620 W. 32nd Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F Job Address: 7 Z- 0 , t, / 3 a Permit Number: Q ❑ No one available for inspection: Time 12 M/ M Re -Inspection required: Yes r'No'N When corrections have been made, schedule for re -inspection online at: http ✓/www, ci. wheatridge. co. us4ns pection Date: Zr �eZU Inspector: ,ems DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: z��elc/_A_ Job Address: Permit Number: ❑ No one available for inspection: Ti Re -Inspection required: Yes No AM/PM When corrections havebeen m de, s edule for re -inspection online at. http✓/www.ci.wheatridge.co.0 nspe n In e i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: $ / �/ w V J Job Address: 60 Z© w .3 �9 Permit Number: ZQ aO ❑ No one available for inspection: Time _11,'2 (e;AM)PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. usfinspection Date: f511111zaAe Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:L/as -z:, Job Address: co v Permit Number: i rl� L)No one available for inspection: TimeO PM Re -Inspection require �Yel\lo When corrections have been made, sc edule for re -inspection onfine at: http://www.ci.wheatridge.co.usdnspec o i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ 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: b( / Inspector: DO NOT REMOVE THIS NOTICE so � DL ENGINEERING, INC. 3 zu ....;.t.,- 9100 WEST JEWELL AVE #200 LAKEWOOD CO 80232 720.440.9450 8/3/2020 Republic Garages Z U 747 Sheridan Blvd. Unit 1-E Lakewood, CO 80214 ©Z 303-781-9400 RE: 6620 W 32nd Ave., Wheatridge, CO 80214 Gable truss uplift connection To whom is may concern for the City of Wheat Ridge, 0 p `/0 This letter is to address the engineered gable design for 6620 W. 32nd Ave. new garage addition specifically note # 11 uplift. The strapping installed and bolts are more than adequate for 100 lbs each as required by the truss engineer. Simpson CS20-R metal strapping w/ 5 screws at each end using a Simpson strong Type SD connector #9x1-1/2". DL Engineering has done no other inspections at this job and nothing else is implied. The Client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. If you should have any further questions, please feel free to contact me at (720) 440-9450 or jslama@dlengineer.com. Sincerely, Jim Slama, P.E. JAM N. U ; •Q� 9li'.�O 0048580 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE V, ❑ No one available for inspection: Time( AM/PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: httpJ/wwwci.wheatridge.co.unspec o DR !67 nsp _ DO NOT RE VE THIS NOTICE d s CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: E 9 / l Job Address: 4 ( Z. ® 64/ 3 0 � -- sQk,e -- Permit Number: z� Z O ®® el6 5 ❑ No one available for inspection: Time - 4�-r 'A `"PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date:.SI?022) Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: W Job Address: Permit Number: 1A �_, 1� 1 �K_ ❑ No one available for inspection: Time 07 3U AM/PM n Re -Inspection required: (e No When corrections have been made, schedule for re -inspection online at: http://www, ci, wheatridge, co, uslnspection Date:---)' Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge �'A�0Residential Attached Garage PERMIT - 202000469 *47 PERMIT NO: 202000469 ISSUED: 04/28/2020 JOB ADDRESS: 6620 W 32nd Ave EXPIRES: 04/28/2021 JOB DESCRIPTION: Construct attached garage - 650 sq ft total **REVISION: Added electrical(multiple receptacles and switches per code. *** CONTACTS *** OWNER (713)417-2965 BOEHM ALEXANDER GC (303)781-9400 WAYNE HAEFELE 180116 WH CONSTRUCTION LLC SUB (303)758-2632 CHRIS CROOKSTON 018362 CREATIVE WIRING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 33,928.00 FEES Total Valuation 0.00 Plan Review Fee 354.61 Use Tax 712.49 Permit Fee 545.55 ** TOTAL ** 1,612.65 *** COMMENTS *** *** CONDITIONS *** 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. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. 1* � ' 14 City of Wheat Ridge Residential Attached Garage PERMIT - 202000469 PERMIT NO: 202000469 ISSUED: 04/28/2020 JOB ADDRESS: 6620 W 32nd Ave EXPIRES: 04/28/2021 JOB DESCRIPTION: Construct attached garage - 650 sq ft total **REVISION: Added electrical(multiple receptacles and switches per code. 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 pames 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Div'on. 6. T e i ua a ojorordinance g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any cabl odor regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADS BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 61 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: FR Job Address: 4t/ 3 Z_ ==r ve? _ Permit Number: Z-.a�'Q o p 4/ Cl ❑ No one available for inspection: Time M Re -Inspection required: es No When corrections have been made, schedule for re -inspection online at: httpYlwww.ci.wheatridge.co.us inspection 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: Permit Number: L. IA ❑ No one available for inspection: Ti AM/PM Re -Inspection required: Ye J No When corrections have been made,sch dule for re -ins ectio Wine at: http✓/www.ci.wheatridge.co.usinspectio t Dat Insp o A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F R Job Address: � 20 Lt -- Permit t --Permit Number: 2!02-0 fes® Zr- S ❑ No one available for inspection: Time .�� M Re -Inspection required:. Yes ) No When corrections have been made, schedule for re -inspection online at: httpAvww.ciJ.. wheatridge.co.usrnspection Date: 6/zs zeo® Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: l 1 1 L Job Address: 1A i 3 a Permit Number: Z.O? n ci:2 0 ❑ No one available for inspection: Time n� °AMM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usrnspection Date: IZQZo Inspector:/Z ,r DO NOT REMOVE THIS NOTICE 1 IV � A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: !/lf A S A/ Job Address: (" (" .3 -z 3 Permit Number: 7Z Q > ❑ No one available for inspection: Time 4gpM Re -Inspection required: Yes o When corrections have been made, schedule for re -inspection online at: httpYlwww, ci. wheatridge. co, uslinspection Date: (P 1 2?22,0 Inspector: : DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Gc ;-c- Permit Number: ?t-?« f,V "N:: ❑ No one available for inspection: Time Re -Inspection required: Yes .'No._' 1 When corrections have been made, schedule for re -inspection online a http.I www. ci. wheatridge. co. uslinspection Date: ") - -,- '_ `t'•* Inspector: 4, r';, DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: CC "� u Permit Number: ? z c cJ d✓G c i '.'��F ss�i' L��.�/-��-•,� icy. l�.E.'f',d�lz �s/!ice 1` T: rr'�r• . �. IJ No one available for inspection: Time "51' , 6M/PM Re -Inspection required: Yes (No,i When corrections have been made, schedule for re -inspection online at: h ttp✓/www, ci. wheatridge, co. us/inspection �� Date: _ - /3 «- Inspector: C , DO NOT REMOVE THIS NOTICE t �. IJ No one available for inspection: Time "51' , 6M/PM Re -Inspection required: Yes (No,i When corrections have been made, schedule for re -inspection online at: h ttp✓/www, ci. wheatridge, co. us/inspection �� Date: _ - /3 «- Inspector: C , DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Attached Garage PERMIT - 202000469 PERMIT NO: 202000469 ISSUED: 04/28/2020 JOB ADDRESS: 6620 W 32nd Ave EXPIRES: 04/28/2021 JOB DESCRIPTION: Construct attached garage - 650 sq ft total *** CONTACTS *** OWNER (713)417-2965 BOEHM ALEXANDER GC (303)781-9400 WAYNE HAEFELE 180116 WH CONSTRUCTION LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAP BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 33,928.00 FEES Total Valuation 0.00 Plan Review Fee 354.61 Use Tax 712.49 Permit Fee 545.55 ** TOTAL ** 1,612.65 *** COMMENTS *** *** CONDITIONS *** 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. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (251) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. 4 . City of Wheat Ridge r Residential Attached Garage PERMIT - 202000469 PERMIT NO: 202000469 ISSUED: 04/28/2020 JOB ADDRESS: 6620 W 32nd Ave EXPIRES: 04/28/2021 JOB DESCRIPTION: Construct attached garage - 650 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 permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of 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. Thispermit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building 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 ranting of a it shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable c e ran , ordinawbi or regulation of this jurisdiction. Approval of work is subject to field inspection. of Chief Building Official Date MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of Wheat lk _, . ,_.imuN['ry DEVELOPMENT Building & Inspection Services 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Perm._,., Y FOR OFFICE USE ONLY Date: Plan/Permit # vV� 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: LQ. '_ axle. Property Owner (please print): B kr- mIIdir- &cbrrN Phone: Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Ar hi Architect/Engineer E-mail: Phone: Contractor Name: VL) H City of Wheat Ridge License #: I ZO I l te Phone:. R1 dd Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print):��rc ') ,,I„ty„A) Phone: ,x63 -i Ri -9Ydd CONTACT EMAIL(p/ease Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: C rea&i V e W i r'iN Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL [RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. al. c d a-S'.Xa-1o' y'rQ%Q t'50 sq -4. Sq. FULF BTUs Amps Squares For Solar: KW For Commercial Projects Only: Occupancy Type: Occupancy Load: Gallons # of Panels Requires Structural Construction Type: Square Footage: — Project Value: (Contract value or the cost of all materials and labor included in the entire project) 3 3,9 a a- 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)ONTRACTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: 3.11.126 Printed Name: m t1 IrY� DEPARTMENT USE COL" " ZONING COMMMENTS: OCCUPANCY CLASSIFICATION -4? Zoning: R-2 CONSTRUCTION TYPEY :13 Reviewer: ZT 4/24/2020 BUILDING DEPARTMENT COMMENTS -4 1 Zs✓' -2, }�j �" � / 149// Reviewer:2 6sadw= PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: RESIDENTIAL Building Permit— Plan Review Worksheet Address: 6620 W 32nd Ave Lot Size: 7,200 Property in the flood plain? No Subdivision: Haller Related Cases: Zoning: R-2 sq. ft. Lot Width: 72 ft. Rev. 09/2017 If yes, notify PW Floodplain Administrator and add surveying condition FLD Any conflict? (Y/N) Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage M Existing Improvements (footprints): House: 1,453.3 sq. ft. Shed: (2) 150 sq. ft. Detached garage: sq ft. Other: sq. ft. % 2,880 sq. ft. Proposed Improvements (footprints): House/addition: 1,687.3 sq. ft. Shed: 150 sq. ft Detached Garage: sq. ft. Other: sq. ft. Total Existing 1,603.3 sq. ft Proposed+Existing 1,837.3 sq. ft Lot Coverage 22.27 % Lot Coverage 25.52 % E W lb Required Setbacks: FR 25' S 5' S 5' R 10' S+S must equal at least 15' Provided Setbacks: FR 39.3' S 14.1' S 12.4' R 10.2' For additions or new construction, is the structure within 2 feet of minimum setbacks? Yes, existing If yes, add surveying condition FND. Maximum Height: 35 ft. Maximum Size: sq. ft. Proposed Height: 1 1 5 (mldpoolRt) Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) N If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 -applies to all single-family structures (new, addition, accessory) in R-1 C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? N If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = °% increase If any box above is checked... For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) ® For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ® In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ® For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot 72 - width of driveway /70— 1 (round up for required trees) Street trees required: 1 Street trees provided: 2 ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. 10.2' Alexander Boehm 6620 W. 32nd Ave. Wheat Ridge, CO 80033 v C O O SHED �o T SrM PLANTS 16 ON SITE FOR INSPECTION 39.3' /ALL Projects are to Field InWWions ' Owner/Contractor is responsible for locating propeilylines and constructing improvements accordiny,,!o the ap roved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. #6620 EXISTING HOUSE 1037'0 72.0' 0 37.5' PROPOSED ATTACHED eT lKleIy 650 SQ. FT. rn 3/12 PITCH REVERSE GABLE ems' � 12.4' C Stairs shall not have risers that Scale: 1"=20' exceed 7 %" in height or treads that are less than 10" measured from Provide engineer stamped truss manufacturers profile and layout at nosing to nosing. time of frame inspection Draftstopping & fire stopping shall ". Cky or comply with Sections 302.12 & Wheat Pi� 302.11 of the 2012 IRC. COIIIIIU W DMUWMeNT� Unprotected wall openings between garage and residence are not permitted. Separation using minimum of/2 inch drywall is required. Reviewed for Zoning Compliance by the k i City of Wheat Ridge Planning Division APPROVED BY: 'April April 24, 2020 COMMENTS: Approved with conditions APPROVED Reviewed for Code comp!iance wee wesumhv to 94V Ouvwofo ��tafipn shoe a� /lnryt ar oi{ppMy �P�b Y eeroJMe le+,.argvo,,,,„t��nrNori.rara codes oroMerq M11W&lWid. :ro�ofMe fi�oncesa/theCrNsAoNeaebeMNAd. The first 25' of a driveway from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick paver Landscaping removed or damaged during or similar material. Contact Dept of Public construction must be replaced prior to final inspection. for ROW Permit 303-235-2861. V N M DATE 02/20/2020FEE $200.00 Joa# 20-54 CLIENT REPUBLIC GARAGES ADDRESS 6620 W. 32ND AyENm RoEmPOW LAND SURVEYING NAME ALEXANDER BOEMI 5460 WARD ROAD + SUITE 160 ARVADA, COLORADO 80002 (303) 420-478s LEGAL DESCRIPTION IMPROVEMENT LOCATION CERTIFICATE (PER CLIENT) NOTES: 1. Certficate is based or exis ft poems limes and street aligmners, an ImprovenIM Survey Plat is recommended for precise location. of impmvemcntL �T 2. Location of fax lines, if shown, are apprIndmaie. 1V Scale: 1"=20' 0 20 LOTS 6620 WEST 32ND AVENUE 60' RIGHT OF WAY 72.0 PORTIONOFLOT 6 — X37 �20-5 a a 16'�t26g o Carport -� ` 0 I w o °� !'overhang p THE WEST 72 FEET OF LOT 6, mw" SmmSION, COUNTY OF JEFFERSON, STATE OF COLORADO LEGEND �v ¢--_ • Fence Line, C ' 71 Concrete t I { I I Shed o � PORTIONOFLOT b I I f { City CA { Wheat Ridge gLliiding pi�isiol► I I X14.1 I I I ----- 78.0 __ J G1. Flnnr Alnn d 3'x3' EXISTING HOUSE �-andbdg — 20.5' m = 36"x80" co 2-2x10 HDR N K •X �O W M 4 v C cc cts � � O Z G Yig V a NCC h h �. in tw O O rto o CA .5 N Ko W M 3'x3 2-2x10 HDR PROPOSED ATTACHED GARAGE 9" (2) l7S"x14"' 2.0E Microlam LVL's 18'x 8' 25' 3' 0 26' 14' En'neered Trusses 3/12 Pitch Sheathing: 7/16" osb Double 2 x 4 top plate Wall Sheathing: 7/16" osb Span: 25'5" Studs: 2 x 416" o.c. Cont. 2 x 4 sill plate f Jl I 5' f6 T 9, 20.5' 25.0' — EXISTING PROPOSED ATTACHED GARAGE HOUSE 30 YEAR ROOFING Underlayment: #15 — 25.0' PROPOSED 'SIDING 26.0' -- - - — PROPOSED Alexander Boehm 6620 W. 32nd Ave. Wheat Ridge, CO 80033 E 20.5' EXISTING HOUSE E 24.6' - EXISTING HOUSE 3rovide truss manufacturer's profile irawings at time of frame nspection. Uplift connections and )earing shall comply with drawings. Scale:1/8"=1' In grade concrete slab le x 10" steel anchor bolts 6'-0" d.C. Lap siding over • _ Fr max., 7' min. penetration max. 12" foundation a in. or from corner and 12" from each end minimum of 1" below of plate (min. 2 bolts per plate). ': ' Bottom plate shall be min. 8" above grade, or be treated � 6' m in. ' wood or decay resistive wood . . Finished building department for 3'12" Minimum grade concrete slab Fiberboard expansion joint 36" n in. or -• Provide #4 rebar vert. Q 4'-0' below Frost depth ': O.C. insert rebar into concrete Note: Check fooling or key way with local ' building department for - #4 rebar min. continuous top of swelling soils. :",-ft stemwall & at footing with 18' laps Caissons may `••-• •.:.:' be required. 3" 2 #4 REBAR DRILLED, AND EPDXIED INTO EXISTING FOUNDATION III----------.----.- I- - _ - - - _ - _ _ - - - - 20.5' Alexander Boehm 6620 W. 32nd Ave. Wheat Ridge, CO 80033 26.0' Clry of 25.0'heat RWge.. Building Divislon Scale: 1/8"=1' 50.6' 'Electrical Floor Plan 26' 20.5' 25' 1 City or 1 Vhe;at RldgO F Outlet type, location and spacing i3aiidi 9 piuiSWn shall comply with 2012 IRC and 2014 NEC. 50.6' 11 Roof Over -frame Plan �— 20.5' 25.0' 26.0' i 72/29/lt�j Max. 10' wall height Lap siding over foundation a minimum of 1 ". 6" Finished grade 18" � e Note: Check with local building department for 12" swelling soils. Caissons may be required. pony wall height 7— L rn s � o, 3 t 0 0 x � o E ¢ 0 1/2" x 10" steel anchor bolts 6'-0" O.C. Max., T' min. penetration max. 12" from corner and 12" from each end of plate (min. 2 bolts per plate). Bottom plate shall be treated or be separated from concrete by an impervious moisture barrier and be 8" above grade. Lap siding over foundation a minimum of 1" " Finished grade 6" min. • 31h" Minimum ' ' r Concrete Slab 36" n in. or #4 rebar min. Note: Check below frost depth cont. top & with local bottom with 18" building laps department for ir, •_�: swelling soils. Caissons may be required. , Extent of header with single portal frame (one braced wall panel) —� _2'-18' Finished width of opening t for single or double portal Min. 3" x 11.25" Net Header 1,000 Ib. strap opposite sheathing Fasten plate to header with two rows of 16D sinker nails at 3" O.C. typ. Fasten sheathing to header with 8D common or alvanized box nails in 3" grid pattern as shown and 3" O.C. in all framing (studs, blocking, and sills) typ. Min length of panel per table R602.10.5 Min. double 2x4 framing Min. double 2x4 post--- 318" ost---318" min, thickness wood structural panel sheathing with 8D common or galvanized box nails at 3"o.c. in all framing( studs, blocking, and sills) Typ Min.(2) 3,500 Ib. tie -down device (embedded into concrete and nailed into framing Min (1) 5/8" diameter anchor bolts installed per section R403.1.6 -with 2"x2" x3/16" plate washer Min. reinforcing of foundation, one #4 bar top and bottom . Lap bars 15" min. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2015 International Residential Code. It is not intended to cover all circumstances. Check with your) Department of Building Safety for additional requirements. 'h" x 10" steel anchor bolts 6'-0" 0.( max., Tmin. penetration max. 12" from comer and 12" from each end of plate (min. 2 bolts per plate). Bottom plate shall be min. 8" above grade, or be treated wood or decay resistive wood 3'!s" Minimum concrete slab Fiberboard expansion joint Provide #4 rebar vert. @ 4'-Q" O.C. insert rebar into concrete footing or key way #4 rebar min. continuous top of stemwall & at footing with 18" laps r3" panels) ision strap per table Fasten King stud to 12.10.6.4 (on opposite side header with 616Ds hearhin4L Fasten top ple to header with two rows of 1f rl portal - :.. sinker nails at instruction • o.c. Typ• panel I occur mid - row of bl nag is used, 4's must be In together with 3 sinkers Ai ,000 Ib. tie d device Min. 30 wood structural pane sheathing wheat Ridge Baffding Division r SNOW ROOF LOAD TABLES Now to Use This Table 1. Calculate total load (neglect beam weight) on the beam or header in pounds per linear foot (plf). 2. Select appropriate Span (center -to -center of hearing). 3. Scan horizontally to find the proper width, and a depth with a capacity that weeds actual total load. 4. Review bearing length requirements to ensure adequacy. Also see General Notes on page 15 2.0E Microllam® LVL: Roof—Snow Load Area 115° (PLF) Span Condition 13A' Wldth 3W width (2 -Ply) 51h" 7W ! 991' 1 9th' 11W 11Yi' 14' 51/a' 7WR 9W 9V? 11W 1F/e' 6' Total Load Deflection LIND Min. End/IM.Beorlo (In.) 474 877 1,182 458 i * * 1.5/3.5 2/5 2.7/6.8 153 342 900 * * * 1.5/3.5 1.5/3.5 2.5/6.1 77 174 566 1,223 1,523 * * 2.8/7 3.5/8.7 841 1.053 2,616.4 3.2%8.1 595 1 816 1,638 * 3.8/9.4 1,126 3.518.6 903 1,961 * 4.5/11.3 1389 4.3/10.fi 1,114 365 2,446 3,047 _ 916 948 1,75_5 24;j 1.5%3.5 2/5 7 13.518.7 3,277 3.8/9.4 8' Total Load Deflection LIND Min. End/IM. Bearing (in.) 307 685 2 2,106 1.5!3.5 1.5!3,5 2.5/6.1 2.6/6.4 3.28.1 154 349 1. 1,132 1,190 1,633 2,252 3.5/8.6 1,807 9'4' Total Load Deflection LIND Min. EndAnt. Beating (lo.) * * 543 585 1.5/3.5 J 1.086 I 1,171 1.513.5 2.115.2 1 2.215.4 3/7.4 3.918.2 1.5!3.5 1.5/3.5 62 142 2.1)5.2 510 2.2!5.4 1 536 317.4 3.3/8.2 4.1/10.2 10' Total Load Detlectlon U240 Min. Endllot Bearing (in.) 736 814 1,045 124 1 2.84_ 1,021 i * j * 940 12/3.5. 1.5/3.5 ' 2/4.9 1 51 135 706 ! _* 558 _1_.5_/_3_.5 1.58.5 1.6/4.1 _ _ 70 466 357 --I 1_.5!3.5 1.5/3.5 285 220 1.5%3.5 200 151 1.513.5 157 -H125 1.513.5 _ 116 94 1,5/3.5 87 73 1.5!3.5 67 _ 57 1.5/3.5 52 46 1.5/3.5 _ 1 i 1,073 1,473 ! 1,629 1,013 2,1/5.7 , 2.8/7.1 3.117,8 742 1019 1,128 602 976 1.7/4 3 2.4/5.9 2.616.5 --- 505 '_ 745 1 825 Y86 --f 629 I 734 1.5/3.5 2//55 2.2/5.6 308 i510 591 238 391 457 1*5/3.5 1.6/4.1 1.9/4.7 217 362 425 170 280 328 1.58.5.1.513.5 1.513.9 171 286 3 ,_ 135223 + 261 u 1.5!3.5 11.5!8.5 1.5/3.5 126 213 251 102 168 197 1.5/3.5 _ 1.5/3: 1.5/3.5 95 162 . 191 79 _ 130 153 1_,5/3.5 1.513.5 1.5/3.5 73 125 148 62 102 120 _1.5/3.5 1 1,5/3,5 1.513.5 56 98 117 50 82 97 1.5/3.5 1.5!3.5 1.5/3:5 78 93 67 1 79 � 1.5//3.5 1.518.5_ * * 470 506 * * 2.8/7,1 3.- S T-4/1-0 1.5/3.5 1.5/3.5 2/4.9 1 2.1/5.2 12' Total Lead Deflection 1./240 Min. End/lot. Bearine ((n.) 67 353 1371 509 564 761 488 * * 279 301 1.58.5 1.6/4.1 1.7/4.3 2.4/5.9 2.6/6.5 ' 3.58._9 233 252 I 372 412 562 14' Total Load Deflection L/240 Min. End/Int Bearin (in.) 178 193 314 367 1.5/3.5 1.5!3.5 215 _• 2.2!5.6 3/7.6 142 154 255 295 402 161-6' Total load Deflection L/240 Min. End/lot. Bearin (in.) 110 119 195 228 367 _ 1.5/3 5 1.5/3.5 1.614.1 1.9!4.1 2.6!6.4 18'-6" Total Load etiection L/240 Min. Endlint Bearing (fa.) 100 108 181 212 318 _ _ 78 85 140 164 264 _ 1.5/3.5 1.513.5 1.513.5 1.58.9 2.3/6.7 20' Total Load Deflection L/240 Min. End/1M. Bears (in.) 78 85 143 168 i 271 62 67 111 130 1 211 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 1 2.1/5.3 22' Total_ Load Deflecflon L/240 Min. Endfint Bears (in.) 58 63 106 --T-7-2— 47 51 84 98 160 1.58.5 1.5/3.5 1.5/3.5 1.5/3.5 1.814.5 24' Total Lead Deflection L/240 Min. EndJ7ttt. Bearing (in.) i 81 95 158 _ _ 65 76 124 1.5/3.5 1.5/3.5 1 1.5/3.8 26' Total load Deflection L/240 Min. End/lat. Bears (in.) 62 74 1 123 51 60 1 98 1.5/3.5 1.513.5 1 1.513.5 28' Total Load Deflection LIND Min. End/Int Bears ((n.) 58 98 l 48 78 1.5/3.5 ! 1.513.5 30' Total Load Deflection LIND Min. End/lot Bearia (in.l 78 64 1.5/3.5'1 * Indicates Total Load value controls. Trus Joists Beam, Header and Column Specifises Guide TJ -9000 I October 2017 JA Alexander Boehm 6620 W. 32nd Ave. Wheat Ridge, CO 80033 Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED WA BY: DATE: April 24, 2020 COMMENTS: Approved with conditions The first 25' of a driveway from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick paver or similar material. Contact Dept of Public Works for ROW Permit 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. 72.0' Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. CRY of `(' K Wheat icge COMMUMTY Dewwpmw APPROVED Reviewed for Code ComRliance Wins - it �+gee,�w�ce�/.o�ra.t�wo�Ma�ssnca�anwr aadma�patatiom shot not beo ya+nith: a� oppsowl t� airy vsabtsan eo my4ft o owsk" Othe Nw dkv rade a#1 ow oyawkea es. Pennl4 ptewmftto9keaudwotoeio<arealcoss V*pmViAm6/methwft modes a otieeordYwnas o! rhe CIM tls.Jriotee.orra 0A Scale: 1"=20' Provide engineer stamped truss manufacturer's profile and layout at time of frame inspection Stairs shall not have risers that exceed 7 3/" in height or treads that are less than 10" measured from nosing to nosing. Draftstopping & fire stopping shall comply with Sections 302.12 & 302.11 of the 2012 IRC. Unprotected wall openings between garage and residence are not permitted. Separation using minimum of 1/2 inch drywall is required. 11 10.2' 181-10, SHED 14.1' 20.5' 37.5' #6620 EXISTING HOUSE N 25.0' PROPOSED ATTACHED GARAGE O 650 SQ. FT. rn p 3112 PITCH 7' x 10 REVERSE GABLE SHED 20.5' 25.0' 12.4' 39.3' Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. CRY of `(' K Wheat icge COMMUMTY Dewwpmw APPROVED Reviewed for Code ComRliance Wins - it �+gee,�w�ce�/.o�ra.t�wo�Ma�ssnca�anwr aadma�patatiom shot not beo ya+nith: a� oppsowl t� airy vsabtsan eo my4ft o owsk" Othe Nw dkv rade a#1 ow oyawkea es. Pennl4 ptewmftto9keaudwotoeio<arealcoss V*pmViAm6/methwft modes a otieeordYwnas o! rhe CIM tls.Jriotee.orra 0A Scale: 1"=20' Provide engineer stamped truss manufacturer's profile and layout at time of frame inspection Stairs shall not have risers that exceed 7 3/" in height or treads that are less than 10" measured from nosing to nosing. Draftstopping & fire stopping shall comply with Sections 302.12 & 302.11 of the 2012 IRC. Unprotected wall openings between garage and residence are not permitted. Separation using minimum of 1/2 inch drywall is required. I DATE 02/20/2020FEE $200.00 JOB# 20-54 CIJEM• REPUBLIC GARAGES RwEePOW ADDRESS 6620 W. 32ND AVSN08 LAND SURVEYING NAME _- _.- _ AI.EMMER SQEME 5460 WARD ROAD + SUITE 160 ARVADA, COLORADO 80002 (303) 4.20•+47813 LEGAL DESCRIPTION IMPROVEMENT LOCATION CERTIFICATE (PER CLIENT" NOTES: 1. Certificate is based on existing posses lines and street alignment, an Improvement Sm W Plat is recommended for precise location of inwrovements. 2. Location of fence lilies, if shown, are approximate, Scale_ I "-29 0 20 LOTS 6620 WEST 32ND AVENUE 60' RIGHT OF WAY 72.0 PORTION OFLOT 6 TBE VMST 72 FEET OF LOT 6, BALLER SIJ MSION, COUNTY OF JEFFERSON, STATE OF COLORADO -- --+3T A 20S a •P 16'i 26' Shed I Carport g a s � 1,4 1'overhang p 14.1 Shed�N _O -H LEGEND �-v-� -- Fence Line C = = -71 Concrete 1 . i i I I i I I PORTIONOFLOT 6 f ! i 1 meat Old, I 01 E I I I -- -- 78.0 _—_ A- 4 Floor Plan 3'x3 50.6' EXISTING HOUSE .and 20.5' 36x80" 2-2x10 HDR 13'x3 i 2-2x10 HDR PROPOSED ATTACHED GARAGE x 26' o x — x en N N 9" (2) 1;75"s14"12.0E Microla'm LVL's` 6"x80" 18'x 8' i :3, x3 andin 25' whc-az mi'age 4 Oldding DMelm 14' L- 20.5' --- EXISTING HOUSE Engineered Trusses Sheathing: 7/16" osb Wall Sheathing: 7/16" osb 3/12 Pitch Studs: 2 x 4 16" o.c. Double 2 x 4 top plate Cont. 2 x 4 sill plate Span: 25'5" 25.0' -- PROPOSED ATTACHED GARAGE 30 YEAR ROOFING Underlayment: #15 _ F E 6"Xioi :o 25.0' _�.__ _ - - 20.5' PROPOSED EXISTING HOUSE 6" P E IflV CAY LAP SIDING WhB'at Id9e --- - ---- - - - -- - - - - --- -- 24.6'- 26.0' --- - PROPOSED EXISTING HOUSE Alexander Boehm °rovide truss manufacturer's profile Scale:1/8"=1' 6620 W. 32nd Ave. irawings at time of frame Wheat Ridge, CO 80033 nspection. Uplift connections and )earing shall comply with drawings. 50.6' 36" min. or f Provide #4 rebar vert. @ 4'-0" bel: frost depth ', O.C. insert rebar into concrete Note: Check footing or key way I with local building #4 rebar min. continuous top of department for �' swelling soils. stemwall & at tooting with 18" laps ,��-�1:.;::.:� Caissons may „� be required. :r. ;: 'c 13" t I I I I 2 #4 REBAR DRILLED. AND EPDXIED INTO EXISTING FOUNDATION I 1 1 I 2 I I I J t 26.0' f I 6 I t' r I Wheat R(dgq � 2 0.5' 25.0' §u11diC Q DMS on �— Alexander Boehm 6620 W. 32nd Ave. Wheat Ridge, CO 80033 Scale: 1/8"=1' lie x 10" steel anchor bolts 6'-0" O.C. Lap siding over - -_ ` max., T' min. penetration max. 12" foundation a from corner and 12" from each end minimum of 1" 1 of plate (min. 2 bolts per plate). Bottom plate shall be min. 8" above grade, or be treated _ wood or decay resistive wood 6" min. Finished 3 Ve" Minimum grade R concrete slab Fiberboard expansion joint 36" min. or f Provide #4 rebar vert. @ 4'-0" bel: frost depth ', O.C. insert rebar into concrete Note: Check footing or key way I with local building #4 rebar min. continuous top of department for �' swelling soils. stemwall & at tooting with 18" laps ,��-�1:.;::.:� Caissons may „� be required. :r. ;: 'c 13" t I I I I 2 #4 REBAR DRILLED. AND EPDXIED INTO EXISTING FOUNDATION I 1 1 I 2 I I I J t 26.0' f I 6 I t' r I Wheat R(dgq � 2 0.5' 25.0' §u11diC Q DMS on �— Alexander Boehm 6620 W. 32nd Ave. Wheat Ridge, CO 80033 Scale: 1/8"=1' 50.6' Electrical Floor Plan 1 20.5' 25' 2014 NEC. 26' 50.6' e Roof Over -frame Plan i — 20.5' 25.0' 26.0' city or Wheat Ridge, . 8yi�ing �Divis�iop Max. 10' wall height Lap siding over foundation a minimum of 1 ". Finished grade rade 18� Note: Check with local building department for swelling soils. Caissons may be required. 1/2" x 10" steel anchor bolts 6'-0" 'h' x 10" steel anchor bolts 61-0" O.C. O.C. max., T' min. penetration Lap siding over max., T' min. penetration max.12" max. 12" from corner and 12" foundation a from comer and 12" from each end from each end of plate (min. 2 minimum of 1" of plate (min. 2 bolts per plate). bolts per plate). Bottom plate shall be min. 8" Bottom plate shall be treated above grade, or be treated or be separated from concrete 6" min• wood or decay resistive wood by an impervious moisture Finished 3'h" Minimum barrier and be 8" above grade. g j _ = concrete slab 3 t/2" Minimum ` I l • ` y Concrete Slab Fiberboard expansion joint r 36— -in. or Provide #4 rebar vert. p 4'-Q" -+ belo. frost depth O.C. insert rebar into concrete 3„ #4 rebar min. Note: Check —� cont. top & with local '. �' footing or key way bottom with 18" build 12" laps department for .' : :` #4 rebar min. continuous top of sweNng Wis. stemwali & at footing with 18" laps Caissons may be required. _ x" :r :i �3" Extent of header with single portal frame (one braced wall panel) 2' -18' Finished width of opening i for single or double portal , pony wheighII .............. Min. 3" x 11.25" Net Header .c 1,000 Ib. strap opposite sheathing ------ m heathing + _ Fasten plate to header with two rows of 16D sinker �rn nails at 3" O.C. typ. = F. Fasten sheathing to header with 8D common or w --galvanized box nails in 3" grid pattem as shown and a ,I portal 3" O.C. in all framing (studs, blocking, and sills) typ. E a Construction Min length of panel per table R602.10.5 o.c. Typ. I _ Min, double 2x4 framing Min. double 2x4 post �^ 318" min. thickness wood structural panel sheathing with 8D common or galvanized box nails at 3"o.c. in all framing( studs, blocking, and sills) Typ Min.(2) 3,500 Ib. tie -down device (embedded into concrete _ and nailed into framing --,' -- Min ((1) 5/8" diameter anchor bolts installed per section R403.1.6 -with 2"x2" x3116" plate washer ":- - Min. reinforcing of foundation, one #4 bar top and bottom ._ -Lap bars 15" min. _'p •fie.- -'ic'. - �_- c..s _ c-.. ---. c �-� -� .-. _. .. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2015 International Residential Code. It is not intended to cover all circumstances. Check with your; Department of Building Safety for additional requirements. panels) ision strap per table 12.10.6.4 (on opposite side Fasten King stud to header with 616D heathing + sinkers top plate header witho Fasten rows of 16D ,I portal - :• • nker nails at 3 1 Construction • • o.c. Typ. I splice panel e J occur f mid - row of b is used, Smust be n together with 3 1sinkers 000 Ib. tie device Min. 318" wood structural pane sheathing Wheat Ridge j3ultding Division 5 SNOW ROOF LOAD TABLES How to Use This Table 1. Calculate total load (neglect beam weight) an the beam or header in pounds per linear foot (plf). 2. Select appropriate Span (center -to -center of bearing). 3. Scan horizontally to find the proper width, and a depth with a capacity that exceeds actual total load. 4. Review bearing length requirements to ensure adequacy. Also see General Notes on page 15. 2.Of Microliam® CVL: Roof—Snow Load Area 115% (PLF) Span Condition1r/+' width 31/2"Width (2 -ply) 5W 7W 91&" 8'h' IlVe 11th' 14' 5W 714" 9W J 9th' 11i/r" 111/x" 6' Total Load De6ection 1./240 Mo. End/int. Beard On.) 474_ 877 458 * 1.5/3.5 2/5 153 342 1.5/3.5 1 1.513.5 77 174 1.182 2.7/6.8 800 2.5/6.1 566 1.223. _ 2.8f7 841 1.6/6.4 595 1,523 1,638 * '- 3.5/8.7 3.8/9.4 1,053 1,126 3.2!8.1 3.5/8.6 816 903 f 1,961 - * 4.5/11.3 1,389 _4.3/10.6 1,114 948 916 1.5/3.5 307 1.5/3.5 154 1,755 2/5 185 1.5/3.5 3 .49 2,365 - 2.7/6.8 1.601 2.5/6.1 1,132 1,086 2,446 _2.8/7 1,682 2.616.4 1,19 0 1,171 3.047 3.5/8.7 LL 2,106 _3.2/8.1 1,633 3,277 ; 3.8/9.4 2,252 3.5/8.6_ 1,807 8' Total Load Deflection L/240 Min. End/lot Bearing (in.) 9'-6' Total Load Deflection L/240 Nin. End/lat Bearing On.) 543 585 * *1 1.5!3.5 1.5/3.5 2.1/5.2 2.2/5.4 317.4 3.3/8.2 4.1!10.2 1.5/3 2.1!5.2 2.215.4 3/7.4 3.3/8.2 10' 12' Total Load Deflection L/240 Min. Endllot Bearin (in.) 62 142 510 536 736 814 1,045 124 2841021 - -4_ 1.5/3.5 i 1.513.9-1. 57 135_ I 1.5/3.5 1.5/3.5 ' 1,073 1,473 K01 1,013 I 2/4.9 12.I/5 2 2 817.1 706 742 i 1,019 558 602 976 1.6/4.1 1.7/4.3 2.415.9 i 1,629 3.1/7.8 1,128 2.6/6.5 * * 470 506 * * * 1.5/3.5 1.5/3.5 1 2/4.9 1 2.1/5.2 2.8/7.1 3.1/7.8 4110 Total Load Deflection 1./240 Mia. Endflnt. Bearin Go.) 67 1 353 371 509 564_ 767 * 279 301 1 488 * 1.5/3.5 1.6/4.1 1.714.3 2.4/5.9 2 3.5/8.9 14' Total load Dellect(on L/240 Min. End/lot Bearing (in.) _ 233 u 178 1.5/3.5 252 193 1.5/3.5 372 314 2/5 412 367 T 2.2/5.6 562 * 3/7.6 70 64 6 505 745 629 825' 734 _ —i - -�— *� 357 386 11.5/3.5 I 1.5/3.5 - 1.5/3.5 2/5 2.2/5.6 285. _ 308 510591 220 238 391 1 457 1.5/3.5 1.5/3.5 1 1.6/4.1 . 1.9/4.7 200 217 _ a- __362 425 157 170 280 328 1.5/3.5 1.513.5 1.513.5 1.513.9 157 171 286 336 125 i 135 223 261 1.513.5 ! 1.5/3.5 1.5!3.5 1.5!3.5 101-6' Total Load Deflection L/240 Min. Eod/lat Bearin (In.) 142 154 _ 255 295 402 110 119_ 195 228 367 1.5/3.5 1.5/3.5 1.6/4.1 1.9/4.7 1 2.6/6.4 18'-6' Total Load efection 1./240 Min. End/int. Beari le.) 100 108 181 212 318 78 85 140 1 164 264 1.5/3.5 1 1.5/3.5 1.5/3.5 1.5!3.9: 2.3/5.7 20' Total Load Defection 1.1240 Min. End/intBeari (in.) 78 85 143 168 271 62 67 111 1 130 211 1.5/3.5 ! 1.513.5 1.5/3.5 1.5/3.5 2.1/5.3 22' Total Load Deflection L/240 Min. EndAM. Beane$ (in.) _ 58 47 63 51 106 84 125 206 98 160 �'� 1 116 94 rt 1.5/3.5 87 126 102 , 1.5/3.5 95 213 168 1.513.5 161 1 251 197 1.5/3.5 191 1.5/3.5 1.5/3.5 1.5/3.5 1.5/3.5 ! 1.814.5 24' Total Load DefectionL/240 Min. End/IM. Bearf ng (in.) 81 95—'j 158 _ 65 76 ' 124 _ 73 1.5!3.5 67 79 1.5/3.5 73 130 1.5/3.5 125 15_3 1.513.5 148 1.5/3.5 1.5/3.5 1.5/3.8 26' _ Total load Defection L/240 Min. End/lot. Bearing(in.) 62 74 1 123 _ _ ! 51 60 , 98 5762 102 120 1.5/3.5 1.5/3.5 1 1.513.5 _ _ _ _ 1.513.5 1.5/3.5 11. 5 11. 54 1.5/3.5 52 _ _ 56 _ 9_8_ 117 46 50 I 82 97 3.5 1.5/3.5 1.5/3.5 1.5/3.5 1.93— 78 9 _ 67 1 79 1 1.5/3.5 1.5/3.5 28' Total Load Deflection L/240 Min. Endlint Bearing On.) 58 98 _ _ _ 48 1 18 1.5/3.5 - 1.5/3.5 30' Total Load Defection 1./240 Min. End/lot Bearing (in.) --- --- 78 _ 64 v 1 1.513.5 1 * Indicates Total Load value controls. Trus Joistm Beam, Header and Column Speciflees Guide TJ -9000 10atober2017 14 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:c/7Dq ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No ,/ When corrections have been made, call for re -inspection at 303-234-5933 Date: ' ' ' Inspector: �OAI�— DO NOT REMOVE THIS NOTICE N A 4' City of Wheat Ridge Vr Residential Roofing PERMIT - 201705429 PERMIT NO: 201705429 ISSUED: 08/04/2017 JOB ADDRESS: 6620 W 32nd AVE EXPIRES: 08/04/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm Estate Gray asphalt shingles and Modified Bitumen with 17.69 sq. (13.55 sq. pitched, 4/.14 sq. flat) *** CONTACTS *** OWNER (713)417-2965 ALEX BOEHM SUB (303)728-9402 Mark Janney, Tom Ross 170025 Concise Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,075.00 FEES Total Valuation 0.00 WIN Use Tax 127.58 Permit Fee 156.75 -- -- ** TOTAL ** 284.33 *** COMMENTS *** *** CONDITIONS *** Effective December 11 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. �A 41 PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201705429 201705429 ISSUED: 08/04/2017 6620 W 32nd AVE EXPIRES: 08/04/2018 Residential Re -roof to install Owens Corning Duration Storm Estate Gray asphalt shingles and Modified Bitumen with 17.69 sq. (13.55 sq. pitched, 4/.14 sq. flat) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attesi that I am legally authorized to include all entities named within this document as parties to the work to be perto d and that all work to be performed is disclosed in this document and/or its' accompanyin approved plans and specifications. SigKhisr�perrnitwas of O CONTRACTOR (Circle one) Date I, s based on the information provided in the permit application and accompanying plans and specifications and is subject to the comp iance 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 originalpermitfee. 3. If this permit expires, anew 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 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 ranting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable a 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. Dan Schultz c_ From: no-reply@ci.wheatridge.co.us Sent: Wednesday, July 26, 2017 9:23 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 6620 W 32nd Ave Wheat Ridge, CO 80033 4t-__ Property Owner Name Alex Boehm Property Owner Phone 713-417-2965 Number Property Owner Email Dwayne@conciseconstruction.com Address � Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attach Copy of Contact boehm contract.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Concise construction Denver tl 0 o 2, g 17207289016 EMPA1110 Contractor Email Address permits@conciseconstruction.com Retype Contractor Email permits@conciseconstruction.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing 13.55sq Owens Cornign Duration Storm. estate gray. 4.14sq Material mod bit Select Type of Material: Asphalt, Rolled If "Other" is selected Field not completed. above, describe here: How many squares of the 13.55sq of shingles and 4.14sq of mod bit material selected above? / Does any portion of the No v property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 17.69 / (pitched + flat) of all ✓ z roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) complete re roofing house with a 5/12 pitch Project Value (contract 6 Z6075�) value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Dwayne Waggoner Email not displaying correctly? View it in your browser. 3 2750 S. Wadsworth Blvd. Suite D-100 ^4 ^E Denver, CO 80227 ME 303-728-9402 CONCISE Web: conciseconstruction.com CONSTRUCTION Email: info@conciseconstruction.com June 21, 2017 Date Alex ft= Boehm Customer 6620 W 32nd Ave Address Wheat Ridge, CO 80033 City, State, Zip Home Number Work Number 713-417-2965 Cell Number Alexander.boehm.89@gmail.com Email SCOPE OF WORK AS APPROVED BY INSURANCE CARRIER • Protect landscaping, clean site daily • Tear off all layers down to the decking • Install Synthetic Felt • Install new plumbing boots • Install new pre -painted drip edge • Install new shingles, 6 nails per shingle • Re -flash all wall abutments and chimneys as needed • Install ice and water shield in all valleys 9 ROOF ONLY ❑ ROOF AND GUTTERS Shingle Mfr/Style Gutter Color OC STORM & Mule Hide PREFERRED CONTRACTOR ACCREDITED BUSINESS • Obtain building permit as required • Adhere to all local building codes in effect • Roll lawn and driveway with magnetic sweeper • Provide liability insurance of $1,000,000.00 • Maintain workman's comp. insurance on all crews • CONCISE CONST. 5 Year Installation Guarantee • Manufacturer's Warranty Lim Life 50 years. • Material drop locationy Roof Driveway Shingle Color Estate Gray Gutter LF Downspout Qty. CLIENT RESPONSIBILITY Drip Color Charcoal Gray LF I/We understand that it is our responsibility to make sure that our choice of shingle/color meets HOA approval. I/We have been shown shingle samples and have agreed to the above shingle and color. I/We understand that we owe our deductible for an insurance claim being addressed. Client Initials Approximate cost of services (Estimated RCV) $ 6'075.28 The above items (estimated cost and dates of services) are general estimates on damages known at the time of this contract being entered. All work completed will be performed for the RCV total plus any agreed supplements provided by your insurance carrier. Start and completion dates are subject to change based on availability of first check, weather and availability of materials. 6/30/17 10/30/17 1,107.00 Estimated Start Date Estimated Completion Date Deductible Amount $ Customer agrees to provide a DEPOSIT in the amount of $ 4,000.00 upon Delivery of Materials DETAILS Pets present, please sweep carefully for nails. Dunne 21, 2017 luno 21, 2017 PROPERTY OWNER DATE COMPANY REPRESENTATIVE DATE Concise Construction, LLC (hereafter referred to as "Concise Co." or "CCL") will perform roof replacement and exterior repairs to the Premises for the Client as approved and specified by Client's insurance company (collectively, the "Scope of Work") for the replacement cost value (RCV) of the insurance claim. The only out of pocket cost to the Client is their deductible, any non-recoverable depreciation, where applicable, as well as any agreed costs for upgrades or additional work authorized by the Client in writing. Supplemental claims and/or overhead and profit billed by CCL on behalf of the Client and approved by the Client's insurance company for additional work, or increases in costs in addition to this contract, shall also be deemed a part of this contract as if contained herein. This contract will become binding upon execution and CCL shall receive all insurance proceeds, including the deductible. CCL will not charge the client for the ACV (Actual Cash Value) amounts for line items not addressed by CCL. Client agrees to provide CCL with all insurance communications, both written and verbal, and to authorize CCL to negotiate with the insurance company on Client's behalf to secure the funds necessary to complete the contracted Scope of Work. CCL shall hold in trust any payment received from the Client until CCL has delivered roofing materials at the Premises or has performed a majority of the roofing work on the Premises. 1. All proposals are subject to approval of CCL management. 2. CCL will perform the Scope of Work in accordance with generally accepted roofing and construction guidelines, adhering to local codes effect at the time of construction. 3. CCL's standard payment terms are as follows: 50% when materials are delivered and 50% when work is completed. Endorse and/or make all checks payable to Concise Construction, LLC. Any joint checks issued by Client's insurance company shall be immediately endorsed and tendered by Client to CCL. 4. You have the right to rescind this contract and obtain a full refund of any deposit within seventy- two (72) hours after entering the contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for the roofing work, you may also rescind this contract with in seventy-two (72) hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. However, CCL is entitled to retain payments or deposits to compensate CCL for roofing work actually performed in a workmanlike manner consistent with standard roofing industry practices. CCL cannot pay, waive, rebate, or promise to pay, rebate all or part of any insurance deductible applicable to the insurance claim for payment for roofing work on your property. 5. To rescind, send by certified mail or personally deliver a signed and dated copy of the cancelled contract within seventy-two (72) hours of contract signing, or seventy-two (72) hours of written notice of denial of claim from the insurance carrier to the CCL address on this contract. Client may also email a signed and dated copy of the cancelled contract to info Pconciseconstruction.com. 6. All excess materials will remain the property of Concise Constructions, LLC. 7. Client is responsible for timely securing all required Homeowner's Association approvals of the roofing products and color(s). 8. CCL shall not be liable for failure of performance due to labor controversies, strike, fire, hail, weather, acts of God, inability to obtain material from usual sources, or any other circumstances beyond CCL's control. 9. CCL shall not be responsible for any leaks or water damage below the roof line, or any damage caused by excessive wind, ice, or hail during the period of the warranty. 10. Replacement of code required materials/upgrades not covered in Client's insurance policy will be additionally charged to Client on a labor and material basis. 11. CCL will not be held responsible for slight scratching or denting of gutters, oil droplets in the driveway, hairline fractures in concrete, or damage to plants or shrubbery. Furthermore, CCL will not be held responsible for exterior damages such as broken or fallen crown molding or fascia, or interior damages such as cracked plaster/sheet rock or nail pops. 12. CCL's liability insurer is Blue Sky Insurance Services, 9090 Ridgeline Blvd. Highlands Ranch, CO 80129. Contact: Bill Vaughan, 303-647-5477. 13. This contract and all attachments hereto represent the entire contract between parties, and supersede all prior written or oral contracts between the Client and CCL. 14. This contract cannot be changed, modified or terminated by any other contract unless the same is in writing and signed by the party against whom enforcement of the change, modification or termination is sought. 15. This contract shall be binding upon the parties and their respective successors, heirs, legal representatives and permitted assigns. 16. If any one or more of the provisions contained in this contract shall for any reason be held invalid, illegal or unenforceable in any respect, such invalidity, illegality, or unenforceability, shall not affect any of the other provisions hereof, and this contract shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein. 17. An account is past due when more than thirty (30) days have passed after the roofing work was completed. If an account is past due by sixty (60) days, a late charge of $120.00 will occur. If an account goes into collections, Client shall pay CCL interest at twenty-one (21%) percent per annum for all past due accounts. If Client does not pay all sums when due under this contract to CCL, then Client agrees to pay all costs and fees incurred by CCL for its collection, including reasonable attorney fees and costs. Accounts are considered due once all work agreed upon in this contract is complete and the customer has received final payment from his/her insurance carrier, even if final inspections from the city or county have not yet taken place. CCL further guarantees that all work will pass final inspections. CCL reserves the right to place a mechanic's lien on Client's property for any default in the timely payment of amounts due under this contract. Client shall pay CCL interest at twenty-one (21%) percent per annum for all accounts ninety (90) days past due. 18. The parties waive the right to a jury trial in any action or proceeding, based upon or related to, any aspect of the transaction in connection with this contract, or any document executed or delivered in connection with such transaction. 19. Venue for any legal action brought pursuant to or involving this contract, shall be in the City/County of Denver, State of Colorado, or any other location mutually agreeable to the parties. 20. All attachments to this contract shall be part of this contract and are incorporated herein by this reference. 21. It is the Client's sole responsibility to provide a safe -keeping area for all pets. CCL shall not responsible for gates left open during or after its work. A 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: 1A z Job Address: (9 (9 2 (.J 39,-k A �e Permit Number: 40lrj6 —.r_�-_------------- ❑ No one available for inspection: Time AM/ �{ Re -Inspection required: Yes N ) When corrections have been made, call for re -inspection at 303-234-5933 Date: ,� Inspector: J DO NOT REMOVE THIS NOTICE FOR OFFICE USE ONLY dtj� C tia� .� OMMUNm 1 N'r'jge Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan t?�rr# Inspection Line: 303.234-5933 Building it Application * Plea$e tomplete all highlighted areas on Death sides of this form. Incomplete +ll tions may not be processed. Property Address:40 Ave Prc►e pnrner { printf: pl�erae. Property owner Emarll': Mailing Address: (if different than property address) Address. city, State, zip: Cont asctor:t Contractors City Licen e #: phone: ContractorE-mail Address: Scab Contractors: Electrical: Plumbing: Mechanical: Wk City License # W,k City License # W.R. City License # Other City Licensed Sub: tither City Licensed Scab: City License # City License # Complete all information on BOTH skies of this far NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIALROOFING ADDITIONRESDENTIAL iREPLACEMENT STRUCTURECOMMERCIAL ACCESSORY shed, deck, SYSTEM/APPLIANCERESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL .. PLUMBING SYSTEM/APPLIANCEREPAIR ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT • (Describe) k t S 'tjt F Btu's Gallons Amps Squares Cather