Loading...
HomeMy WebLinkAbout10315 W. 33rd AvenueFrom: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: REVISION APPLICATION Revisions to Permit Date: Wednesday, May 11, 2022 3:21:30 PM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. REVISION APPLICATION Revisions to Permit Permit Number 202000573 assigned to project PROPERTY INFORMATION Permit Number 202000573 Property Address 10315 West 33rd Avenue Property Owner Name Eric and Meghan Schleicher Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) role] 01-1c1S`0 Property Owner Email eric.schleicher@colorado.edu Address CONTRACTOR INFORMATION Contact Name Paul Zopff Contact Phone Number 720-771-5837 (enter WITH dashes, eg 303-123-4567) Contact Email Address Paul@esddesignbuild.com Retype Contact Email Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of the change in scope of paul@esddesignbuild.com change of deck size. no plumbing or electrical work being done work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if Field not completed. 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. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" No Schleicher Deck Full Client Set. odf 28665.00 Valuation okay 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 Eric Schleicher Revision Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: j Job Address: Permit Number:42 " ❑ No one available for inspection: Timejo.': qC-�,AM/PM Re -Inspection required: Yes( When corrections have been made, schedy or re -inspection online at. httpYlwww.ci.wheatrid4e.co.uslinspection/ l.. � ► � i City of Wheat Ridge Residential Addition PERMIT - 202000573 PERMIT NO: 202000573 ISSUED: 05/21/2020 JOB ADDRESS: 10315 W 33rd Ave EXPIRES: 05/21/2021 JOB DESCRIPTION: Construct 18 sq ft cantilevered addition with interior remodel to include 1,345 sq ft in basement and 1,345 sq ft on 1st floor; basement: new egress from bedroom, relocate laundry room; 1st floor remodel to include mudroom, kitchen, powder room, relocate stairs to basement, new diring room sliding glass door, new/relocated windows, new french door at basement for future patio (on separate permit), excavation, demo and grading in backyard - 2,740 sq ft total *** CONTACTS *** OWNER (720)663-1173 SCHLEICHER ERIC C GC (720)771-5837 PAUL ZOPFF 202069 ENVIRONMENTAL SYSTEMS DESIGN SUB (303)579-1098 STEVE WARD 202094 WARD PLUMBING AND HEATING SUB (303)772-5561 TOM RICHART, CHAD RICHART, SHA 020376 AIR MECHANICAL, INC. SUB (303)917-2515 CURTIS BARTON 202167 BARTON ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 296,550.00 FEES Total Valuation 0.00 Plan Review Fee 11561.76 Use Tax 61227.55 Permit Fee 21402.70 ** TOTAL ** 10,192.01 *** COMMENTS *** *** CONDITIONS *** 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. 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 ( 2 5 ' ) 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. BASEMENT NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Landscaping removed or damaged during construction must be replaced prior to final inspection. 1* ► � i City of Wheat Ridge '/� Residential Addition PERMIT - 202000573 PERMIT NO: 202000573 ISSUED: 05/21/2020 JOB ADDRESS: 10315 W 33rd Ave EXPIRES: 05/21/2021 JOB DESCRIPTION: Construct 18 sq ft cantilevered addition with interior remodel to include 1,345 sq ft in basement and 1,345 sq ft on 1st floor; basement: new egress from bedroom, relocate laundry room; 1st floor remodel to include mudroom, kitchen, powder room, relocate stairs to basement, new diring room sliding glass door, new/relocated windows, new french door at basement for future patio (on separate permit), excavation, demo and grading in backyard - 2,740 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�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. City of Wheat Midge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 10 g ( Z� W, 3;Q at,6 General Contractor: r—A VZ P fJN1eLArl?�"{1�ST1� FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: aMft) aFtrPsc_ Contact Phone#: Wheat Ridge Contractor License#: ZOZ(6:7-- (required field) State License#: 0101'i /0 Master License #: 601 Z Z GuOs ?�eTon.l Printed Name of Authorized Agent 10/Z8`z0Z-0 Signature of Authorized Agent Date A i CITY OF WHEAT RIDGE .i Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: % � -= � '�✓rr F R l Job Address: /, 3 l v Permit Number: e. -C L_ 0 G ❑ 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. us/inspection Date: - Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: o. Permit Number: 7-_0=ti cs' 5 f f,. ❑ 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:,��Zldrev Inspector: DO NOT REMOVE THIS NOTICE 17, f f,. ❑ 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:,��Zldrev Inspector: DO NOT REMOVE THIS NOTICE !2 .'d V i CITY OF WHEAT RIDGE cw Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -Job Address: /0 Permit Number: 2-0:,,> Ca O C, S %3 ❑ No one available for inspection: Time �� AM ESKA-) Re -Inspection required: Yes 6 When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. usfinspection Date: ° /5/c�"i Inspector: DO NOT REMOVE THIS NOTICE cOorzmq 9 or, Q-rtA,. Nki Wlf—t s t -3,4� 4 WA" FLZxL F v mtSr%CE� `i0K CTS r o "TA t-- m -r u s- FS -0 0 33 2020 oa ,5-73 F'�CAP—q e. tj�:7 4U K M -r -v ' t 't 3 �� ` 31; s% _ T?,.t3•@ WARD Ft -X t[Z ` 1}d K TS -(-\k 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: E&Z 1w_5 G�5 Job Address: Z/9_315 Permit Number: ZO O ,. 0 -S-73 ❑ No one available for inspection: Time 1-'2S Re -Inspection required:: No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. ushnspection Date: ,yZl,?0 Inspector: 5,/'Q DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1E, CE4 kL Job Address: (- LAP Permit Number: ❑ No one available for inspection: Ti Re -Inspection required: Yes��I o�) When corrections have been made, s hedul're- pe tion online at: http//wwwci.wheatridge.co.unspect n .. Date ` � t* � `2'EAspector: r d, DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE ; a� Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE F-oo7 F9/ WS NF g SNr SHS A4/b ''"r/ Mk) HwvP GAS Inspection Type: Job Address: /03 /S W 33 =-- A V42 - Permit Number: _Z -O ZO 670 _5`7_3 Ll No one available for inspection: Time,?.'*O % AMV Re -Inspection required: els No When corrections have bee' ade, schedule for re -inspection online at: http //www.ci.wheatridge.co.usrnspection Dater Inspector: DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Residential Addition PERMIT - 202000573 PERMIT NO: 202000573 ISSUED: 05/21/2020 JOB ADDRESS: 10315 W 33rd Ave EXPIRES: 05/21/2021 JOB DESCRIPTION: Construct 18 sq ft cantilevered addition with interior remodel to include 1,345 sq ft in basement and 1,345 sq ft on 1st floor; basement: new egress from bedroom, relocate laundry room; 1st floor remodel to include mudroom, kitchen, powder room, relocate stairs to basement, new diring room sliding glass door, new/relocated windows, new french door at basement for future patio (on separate permit), excavation, demo and grading in backyard - 2,740 sq ft total *** CONTACTS *** OWNER (720)663-1173 SCHLEICHER ERIC C GC (720)771-5837 PAUL ZOPFF 202069 ENVIRONMENTAL SYSTEMS DESIGN SUB (303)579-1098 STEVE WARD 202094 WARD PLUMBING AND HEATING SUB (303)961-2232 Robert Neumiller 180290 Neumiller Electric SUB (303)772-5561 TOM RICHART, CHAD RICHART, SHA 020376 AIR MECHANICAL, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 296,550.00 FEES Total Valuation 0.00 Plan Review Fee 11561.76 Use Tax 61227.55 Permit Fee 21402.70 ** TOTAL ** 10,192.01 *** COMMENTS *** *** CONDITIONS *** 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. 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 ( 2 5 ' ) 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. BASEMENT NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Landscaping removed or damaged during construction must be replaced prior to final inspection. 1* ► � i City of Wheat Ridge '/� Residential Addition PERMIT - 202000573 PERMIT NO: 202000573 ISSUED: 05/21/2020 JOB ADDRESS: 10315 W 33rd Ave EXPIRES: 05/21/2021 JOB DESCRIPTION: Construct 18 sq ft cantilevered addition with interior remodel to include 1,345 sq ft in basement and 1,345 sq ft on 1st floor; basement: new egress from bedroom, relocate laundry room; 1st floor remodel to include mudroom, kitchen, powder room, relocate stairs to basement, new diring room sliding glass door, new/relocated windows, new french door at basement for future patio (on separate permit), excavation, demo and grading in backyard - 2,740 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�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. City of Wheat R jge co 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: permits(fti.wheatridQe. FOR OFFICE USE ONLY Date: *310401no Plan/Permit # ( A A` /' G?� Plan Review Fee: PJ } 00, 1 � � 1 „ yJ Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: (O�`ls (� r3d1 ) V_A:(� Property Owner (please print): G Phone: ZD 13 Property Owner Email:14G • , Tenant Name (Commercial Projects Only) - Property Owner Mailing Address: (if different than property address) Address: Citv. State. Zip. .,OP's 1/ G AV (R,VN0�4 Lem T �t�Yn 1rs> �t Gv Arch1teatlEngineer E-mail: Jo�4jt�•1d. �+ aUTQt-1 JS .'Ciller. Phone: r� ��� ��21 • • I �-+ - - .aTi .r 4L -..jib ,_ �.�- City of Wheat Ridge License #: Phone: Ze:- -t7l Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): FAwL3U I` Phone: -700 '7-71 CONTACT EMAIL(p/ease print): L�©�7tjl �t1L�7, Gp� Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical JAWtAIL 4aZL Plumbing: VJbA2-t>y tiy� 4 Mechanical,*64V- bY..fr�•6J�ej��� W.R. City License # W.R. City License # 1410,n -01 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. INTW46V- X449�- Cf-- L�45hV Of= '3Z�vT�—rIlbl� GA1 V'f'1 L� IJP �°ts� IR-Nt� �>N i4 t'G�iN� t-�w fi'�v �-'�►�t � �t�'C� �� � "t"� W D4 Nf jLM tG1 Gi .�' �91:3Vd5 �QC t3f� Vcli ►-�.�Ws� l �rJ X13 T F%t41 L`( Sq. FULF BTUs 16a,e= 41&t Aktt' Gallons D l IFS Amps l Squares For Solar: K111! N # of Panels !J ^ 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) 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) (CONTRA Signature (first and last name): Printed Name: or [AUTHORIZED REPRESENTA DEPARTMENT USE ONLY o(2OWNER) (CONTRACTOR) DATE: ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: R3 Zoning: R-1 CONSTRUCTION TYPE: VB Reviewer:_ _4/6/2020 BUILDING DEPARTMENT COMMENTS: Reviewer. 4//9/2020 PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: $296,550 OK City of _�PrWheatRidge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: ? 4 -*/2o'1y If 9 Project Address: gt�Wo� yam, G, Name of • • • • documents: .=JWZW r 'Vr i i i Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY maicatea Deiow ana ao, Dy my signature De and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water , am a duly authorized representative of the agency iwledge receipt of documents necessary for review o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o/Westridge Sanitation District o Other Agency Notes: imV'� A Signature:y�' , P=)---- Date: _ 3 ! i 3 ';2t7 (Agency Representative) City of rWh6a-tRjd,cre CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Project Address: L9 Name of Firm/individual submitting documents: j5J Gag*p�,* Project Type/Description: Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY inaicatea below ana ao, by my signature below, and approval of the project indicated above. Agency represented: (Please check one) , am a duly authorized representative of the agency Wedge receipt of documents necessary for review o Wheat Ridge Water District o Wheat Ridge Sanitation District Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other Agency Notes: 4 r Signature: � Date: 3 —15 —O2D (Agency Representative) City of Wh6atldge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: W.31,) W i 444ftc.° J-ko t General Contractor: EVA U Tp, v c f�—k a,l �' bs -Ervin S FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION CompanyName:�p, �: m ; �� (� i Gni Contact Phone #: Wheat Ridge Contractor License #: (required field) State License #: LG, 01 Q o 9 12 Master License #:_M E , 04v D 7 711 , tco,oe,f-- �)eu v, It'v- Printed Name of Authorized Agent ' 17-m —2 () Signature of Authorized Agent Date Mechanical Subcontractor theMECHA'.YICAL Tli"s forin i-nust be completed SLTBCO':VTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to "Pernift issuance, *00, b 3 14/000 � (1�4w) P. rojectAddress: � � ��� ���z General Contractor*1`1V k �.Q.r�-�-G�.( ��a� S � t 5 � � �L `L. C"ompany Name:LC'ontact'Phone #: 7� o X 90 ��a� Wheat Rige Contractac License (required field) C� G�D� i C �l �r��" _ ____ _______ ________ _______ _ ___ Printed Name of Authorized Agent -41 Signature of authorized Agent Date IMPROVEMENT LOCATION CERTIFICATE Patterson Partners 9176 ALM OM%f LONGMONT. COLORADO 80503 PH (303) 678-7072 I hereby certify that this improvement location certificate was prepared for: Environmental Systems D�re THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, and that it is not to be relied upon for the establishment of fence, building, or other future improvement lines. I further certify that the improvements on the above shown parcel on this date, 3/10/2020 except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. LEGAL DESCRIPTION: Lot 59, Overlook Estates, County ,o„ ,,,,:._• //,�fy of Jefferson, State of Colorado. •.. -� ¢' 26971 O� Address:10315 W 33rd Ave., Wheat Ridge %, ,;..,.11-4 S Job No. : 20-3-47-2454 !O''• ��� Scale 1"=30' Andr w dF , ,.,� #26971 Easement Source: Recorded Subdivision Plat SQUARE FOOTAGE DATA: BASE DATE OF EXISTING BASED ON JEFFERSON COUNTY ASSESSOR RECORDS INDEX TO DRAWINGS NO. DESCRIPTION 1 SITE PLAN/COVER SHEET 2 BASEMENT CONTROL PLAN 3 FOUNDATION/1st FLOOR FRAMING PLAN 4 1st FLOOR CONTROL PLAN 5 ROOF FRAMING PLAN 6 BUILDING SECTIONS 7 ENGINEERING GENERAL STRUCTURAL NOTES 8 IENGINEERING SKETCH DETAILS 9 ENGINEERING SKETCH DETAILS 10 ENGINEERING SKETCH DETAILS 11 EXTERIOR ELEVATIONS 12 KITCHEN INTERIOR DETAILS 13 KITCHEN ISLAND INTERIOR DETAILS 74 MASTER BATH & POWDER RM INTERIOR DETAILS 15 POWDER RM & MUD RM INTERIOR DETAILS 76 EXISTING BASEMENT AS -BUILT PLAN 17 EXISTING 1st FLOOR AS -BUILT PLAN 18 EXISTING EXTERIOR AS -BUILT ELEVATIONS SQUARE FOOTAGE DATA: BASE DATE OF EXISTING BASED ON JEFFERSON COUNTY ASSESSOR RECORDS EXISTING CONDITIONED SQUARE FOOTAGE: COVERED BASEMENT GARDEN LEVEL FLOOR AREA (FINISHED) 1345 SF 1 st FLOOR AREA 1345 SF NEW ADDED CONDITIONED SQUARE FOOTAGE: REVISED 4-6-2020 NEW CANTILEVER BATH ADDITION 18 SF NEW ENCLOSED VESTIBULE AREA MUD ROOM 32 SF SUBTOTAL OF ADDED CONDITIONED SQUARE FOOTAGE 50 SF TOTAL CONDITIONED SQUARE FOOTAGE AFTER ADDITION & REMODEL 2740 SF EXISTING NON -CONDITIONED SQUARE FOOTAGE: ATTACHED GARAGE 441 SF COVERED PORCH (ASSUMED TO BE FRONT PATIO & WOOD TRELLIS/PERGOLA) 228 SF TOTAL NON -CONDITIONED SQUARE FOOTAGE 669 SF TOTAL RESIDENTIAL SQUARE FOOTAGE ON LOT AFTER ADDITION & REMODEL 3409 SF WALL TYPES: 'E' EXISTING WALLS & ELEMENTS TO REMAIN 'R' EXISTING WALLS & ELEMENTS TO BE REMOVED 'N' NEW WALLS &ELEMENTS TO BE CONSTRUCTED GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICA TIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. Resident/a! Structural Engineers john arthur consulting, inc. 4151 Mulligan St Longmont, CO 80504 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. etiitiP�-itij�t�tiat#�it�t����tisult.uig.otii O O 0 N U W UL z Cn W ' - 01. 15 to ►SEMENT ti N 650 30'E 100.00' POLE . r in z� cfl W O s / z MINIMUM REAR YARD SE BACK �Z W -' 0 CONCRETE STAIRWAY & RETAINING WALL TO BE REMOVED- I Z REGRADE AFTER REMOVAL J E MINIMUM W COVERED F_ SETBACK o LOT 59 U REVISED 4-6-2020 'UQ _ 0.277 ACRES m r v 123071 SQ FT � Y 0 W W oQ0 t— W pNEW DECK LANDING J Cn EW & STAIR FOR NEW X DINING ROOM DOOR IPP— >. >. EXISTING 1 -0 ACCESS Q CONCRETE STAIRWAY & RETAINING WALL TO BE REMOVED- I Z REGRADE AFTER REMOVAL J E MINIMUM �y COVERED Q SETBACK p CONVERT TO .. �n4 REVISED 4-6-2020 P* LIVING SPACE (MUD — r 38.25' EXISTING ELECTRIC METER & PANEL -Top of meter housing is 88 1/2" above concrete floor. Top of panel W housing is 66 1/2" above = concrete floor. Bottom co lO of panel is 39 1/2" above zconcrete floor. N X rl"fir. EXISTING FENCE 14' - 4 314" ACTUAL SETBACK EXISTING 21 .16' Q LLI J - Q EXISTING IPP— CONCRETE CONCRETE • L DRIVEWAY Q . N • . cv� OWN O .. INFILL EXISTING �y COVERED Q VESTIBULE AREA & p CONVERT TO V CONDITIONED -� LIVING SPACE (MUD LO LO ROOM) 1515' c6 EXISTING FENCE m1 I 16.65' N/ _1 1 STORY BRICK &FRAME SINGLE FAMILY RESIDENCE w/ BASEMENT N EWTIMBER N WINDOW� � D 1ZONINGWELL &STEP - 48.45' OVERALL - - 2.25' 1 .D 0 (6 EXIST.IN FONCRETIfIPATIO. 8.0'. 11•• w/ WOO TRELLIS/Pf pGOLA �__q$IM M FU R01$T YARD SOTBA K - t) G EXISTING GAS H' LU 1 W METER NEW 18SF 3z J co 0 o z GO jw D 10 Le - N 65° 30'E O O M CANTILEVERED J' BATH ADDITION -NO Q FOUNDATION -DOES O • NOT TOUCH V GROUND Q. ACTUAL 'E' O SETBACK tEXISTING FENCE M M 100.00' Z 0 a Q C) W W > W J H Z Q V 0 H LU �J TW m a �z tf O W j LLzaj ZA J W �LL �WU TQ ,2 Cn X W W 0 T 15 -0 O MINIMUM O • S ET BACK N 1 14"! 4 314" � ACTUAL 'E' SETBACK tEXISTING FENCE M o I CO ON. Z EXISTING TIMI RETAINING W. 25' " XISTING 15' - 3" ACTUA 19' 0 ACTUA SETBACK TO ADDITION I I SITE 1 SITE PLAN —LEGAL: LOT 59 OVERLOOK ESTATES � ill _ 109 - o" COUNTY OF JEFFERSON, HSR STATE OF COLORADO Reviewed for Zoning Compliance by the , ► �. City of Wheat Ridge Planning Division = ' APPROVED BY: DATE: April 6, 2020 COMMENTS. Approved with conditions The first 25' of a driveway from the existing Landscaping removed or damaged duri edge of pavement into the site shall be construction must be replaced prior to i surfaced with concrete, asphalt, brick paver inspection. or similar material. Contact Dept of Public Works for ROW Permit 303-235-2861. 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. 3ER ALL Z 0 (� U z OW. z a o WW �z 0 Z W a °° 0 LL J W D 0 w o� z 0 0 0 a w z uw 0 3 DATE: 2-26-2020 REV'D'. Ld. LU 2 U LU J 2 U N U LU Z Q 2 Uj : 406.2020 W c`> �o z0 cow >0 QU �WL V lig � �Q (y) Uj o= . " 'fr, WW Cilty of COMMUNI7YE�Vfa1 MEN'd 3e APPROVED Reviewed for Code Comattane Randy Slusser 4/9/2020 Plans Examiner Date Validhlr of permit: The issuarxr of o pantlt a opprowt of peens sW#kotto W and compurabons shag not be a permit for, or am approvot of ony wolobon m any of the provisions of the bu►tdtng code or o/ aW City ardina s. Aermlta OF 18 presunng to gyve outhorlty to viorolle or cancel the prwis m of ttlt iWWV clods or othrr ardtnoaott o/ the Gey st+ob mat be rolld 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 100 - width of driveway 17.5 ) /70— 2 (round up for required trees) Street trees required: 2 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. (Basement) Rev. 09/2017 RESIDENTIAL Building Permit— Plan Review Worksheet Address: 10315 W 33rd Ave Zoning: Lot Size: 12,500 (Site Plan) sq. ft. Lot Width: 100 (Site Plan) ft. Property in the flood plain? No If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: Overlook Estates Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: Existing Improvements (footprints): House: 2240 sq. ft. Shed: 60 sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing 2300 sq. ft Lot Coverage 18.4 % % 3,125 sq. ft. Proposed Improvements (footprints): House/addition: —2,274 sq. ft. Shed: 60 sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing 2334 sq. ft Lot Coverage 18.67 % Required Setbacks: FR 30' S 15' S 15' R 15' Provided Setbacks: FR 2) S 14 ) S 14 R 55'10" ) For additions or new construction, is the structure within 2 feet of minimum setbacks? Yes existing or allowed If yes, add sury6yw Yf,6AW Maximum Height: 35 ft. Proposed Height: 1810" (tallest) Maximum Size: Proposed Size: sq. ft. sq. ft. Does the bulk plane apply? (Y/N) N/A 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)? No 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. NEW 6x6 PRESSURE TREATED TIMBER WINDOW WELL FOR EGRESS PER CODE -SEE ELEVATION 2111 FOR MORE DIMENSIONS & SPECIFICATIONS 0 Z II t W00 co a. W z 3 � � O LL N CUT NEW WINDOW OPENING IN CONCRETE FOUNDATION WALL FOR NEW EGRESS WINDOW OPENING -SEE ENGINEER'S DETAILS 4/9, 1/10, 2110, 3110 & 4110 INFILL EXISTING WINDOW OPENING -SEE DETAIL 319 3'-011 MINIMUM O co X CID 1 in 4 6 NEW CANTILEVER ADDITION ABOVE .•w- ti NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. 6'-5112" 311211 I 3 L 3 -1 5'- 1 MINIMUM +1-10 -11 I 5 I 6 CONCRETE PATIO ON GRADE ABOVE I I INFILL EXISTING WINDOW IOPENING -SEE DETAIL 319 -4 Z - ` /, 'E'33x21 ' 'z 0 �'E + • t W� o ZZ STAIR �L[_ W D IL M V EST BATH ; W + 'E' TILE 'E' Z 'E' .•, L LES ", 0 0 z DESK SURFACE @ W� J O U U LINEN a W � GUEST BEDROOM 1 t� III (I I I �' i,Z j� 3611w x 36 1 x 39"h CLE�4R I W c� CARPET ' IL Z 0 + • t W W o ZZ STAIR �L[_ W D M NEW BUILT-IN ; LL oal � LAUND WARDROBE CABINETRY & W .•, L LES ", 0 0 z DESK SURFACE @ Q H J O U U ���n N .� +28"-30" AFF t� III (I I I �' i,Z j� 3611w x 36 1 x 39"h CLE�4R I 0 N O N 6 .2*y L4 r ♦. REMOVE EXISTING WALLS Z J •�,, & BUILT-IN STORAGE Z W 0 GUEST BEDROOM 2 CARPET 54x36 CUT DOWN CONCRETE FOUNDATION WALL BELOW EXISTING WINDOW TO ALLOW FOR INSTALLATION OF NEW FRENCH DOOR IREVISED 4-6-2020 / �Z� ' IL IL Z + • t W W o ZZ STAIR �L[_ W D M .Q M J�jWARDWC'ODWool ; LL oal � LAUND a,y0 W .•, L LES ", 0 0 z !Y �►L 00 Q H J O U U ���n N .� 3 t� �' i,Z p M 0 3611w x 36 1 x 39"h CLE�4R I 0 N O N 6 .2*y L4 r ♦. Z J •�,, ._ Z W 0 LL SRM__ ..•.. HALL CARPET EXISTING ELECTRIC WATER HEATER & GAS FIRED HIGH EFFICIENCY FURNACE TO REMAIN. FURNACE IS DIRECT VENT w/ DIRECT SUPPLY COMBUSTION AIR 'E' 33x21 r�•' r t I+ � II (STORAGE' 1 I VINYL TILE/ '�HEET GOOD$ e I I I r REVISED i ♦' W-00-- r r. j 4-6-2020- ��1 all X „ ''I EXISTING ao o,� I . F I FLOOR DRAIN N 2668r 3' -1" ' 6" 3' - 7" -� O I 4, L srr NOTA ED S AN ' ' = N 0 INDEPE ENT N REVISED 4-6-2020 =±a FAMILY ROOM kjrv\r L I REVISED 4-6-2020j REMOVE'E' DOOR & INFILL EXISTING OPENING PER DETAIL 3/9 AND INFILL UPPER PORTION WITH 2X FRAMING, 1/2" SHEETROCK, R-23 INSULATION, 1/2" OSB EXT SHEATHING & LACE IN BRICK TO MATCH I I NEW 0 AIIA FRENC DOOR ■_rr__r UNDETERMINED RETAINING WALL FOR FUTURE PATIO BY OWNER -RETAINING WALL TO BE FILED UNDER F TORE PATIO SEPARATE FUTURE PERMIT APPLICATION BY OWNER I T 2 / 11411=1'-0" NTROL PLAN U J J O LID 0 Q N C N `O LLQ z010, C °pE E 00 a� _z uj N m 0 0 u- 0 �3�Uo U) OEQzU _j2QtC 0 J Lu w� �'j0 0 NNCC I% ■� W W LL (y) � 0 > -" W�z LL � �w E N°'.3° v < 3 -Y 0 —���030 � N .� E Q Lo d. N a ' 3 0 3 DATE; 2.26.2020 REV'D; 4.06.2020 UNEXCAVATED GARAGE & SHOP ABOVE LU INFILL OLD STAIRWELL OPENING IN CEILING ABOVE AFTER STAIR IS UJ REMOVED O o Lu0 LL zJ 00W Lu O 0 > 0 u 0W n dumm . Goa Z L Uj o — NEW DECK LANDING & O STAIR ABOVE FOR NEW DINING RM SLIDING DOOR ACCESS GENERAL CONSTRUCTION NOTES: W 1. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO Z r CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL O STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICA TIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST r SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. uj ALAN 5. CHECK ALL SHEETSIDETAILS PRIOR TO ROUGH. n TH Mechanical room shall comply with 2012 IRC R501.3 Fire protection of floors. (See exceptions) WALL TYPES: 'E' EXISTING WALLS & ELEMENTS TO REMAIN 'R' EXISTING WALLS & ELEMENTS TO BE REMOVED - 'N' NEW WALLS & ELEMENTS TO BE CONSTRUCTED 00 64 1111 v0000 OF 18 0 W W m y LL 0 GUEST BEDROOM 3 0 0 °m m CARPET LL oal � X U W n+ Z ' - 1/21 3 t� �' i,Z p M 0 3611w x 36 1 x 39"h CLE�4R I Q 11 W + j AREA FOR EGRE�S I �I ._ Z W 0 LL 0.75 i 5 -0 +1-6'-011 VERIFY EXACT RISE & RUN IN FIELD AFTER RE -GRADING LVISED 4-6-2020 0.75 in REFERS TO ACTUAL LENGTH OF LINE, WHICH EQUALS T-0" @ 1/4" =1' - 0" SCALE NTROL PLAN U J J O LID 0 Q N C N `O LLQ z010, C °pE E 00 a� _z uj N m 0 0 u- 0 �3�Uo U) OEQzU _j2QtC 0 J Lu w� �'j0 0 NNCC I% ■� W W LL (y) � 0 > -" W�z LL � �w E N°'.3° v < 3 -Y 0 —���030 � N .� E Q Lo d. N a ' 3 0 3 DATE; 2.26.2020 REV'D; 4.06.2020 UNEXCAVATED GARAGE & SHOP ABOVE LU INFILL OLD STAIRWELL OPENING IN CEILING ABOVE AFTER STAIR IS UJ REMOVED O o Lu0 LL zJ 00W Lu O 0 > 0 u 0W n dumm . Goa Z L Uj o — NEW DECK LANDING & O STAIR ABOVE FOR NEW DINING RM SLIDING DOOR ACCESS GENERAL CONSTRUCTION NOTES: W 1. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO Z r CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL O STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICA TIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST r SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. uj ALAN 5. CHECK ALL SHEETSIDETAILS PRIOR TO ROUGH. n TH Mechanical room shall comply with 2012 IRC R501.3 Fire protection of floors. (See exceptions) WALL TYPES: 'E' EXISTING WALLS & ELEMENTS TO REMAIN 'R' EXISTING WALLS & ELEMENTS TO BE REMOVED - 'N' NEW WALLS & ELEMENTS TO BE CONSTRUCTED 00 64 1111 v0000 OF 18 [HUC48 TYPICAL AT BOTH ENDS H U28-2 CUT FOUNDATION TO CREATE OPENING FOR NEW BASEMENT BEDROOM EGRESS WINDOW. REINFORCE & ADD SUPPORT FOR REMAINING CONCRETE WALL & WINDOW OPENING PER ENGINEER'S DETAILS 4/% 11/10, 2/10, 3/10 & 4/10 H U28-2 NEW 3" DIA. STD STEEL PIPE COLUMN w/ 1/2" x 5"x 0'-5" STEEL CAP PLATE + 1/2" x 10" x 0'-10" STEEL BASE PLATE w/ (4)-1/2" DIA. x 5 -1 /2 WEDGE -ALL ANCHORS w/ 4-1/4" EMBEDMENT INTO NEW 48" x 48" x 10" CONCRETE FOOTING w/ (6)-#5 BARS EACH WAY ON COMPACTED FILL OR UNDISTURBED SOIL Project name: SCHLEICHER RESIDENCE Address: 10315 W 33rd AVE City, State, zip: WHEAT RIDGE. CO $0033 Date: 02-29-2020 Drawn By: SJS Drawing Number: 5f G'% REVISED 4-6-2020 LV LUSH B r i GENERAL CONSTRUCTION NOTES: � 2Kee.F & 1 1 THROUGH BRICK VENEER F'&lW 7W,1t&t4 IN -FILL EXISTING WINDOW w/ 8" CONCRETE WALL. INTO EXISTING RIM JOIST 7. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTINGJ c=n o c=nl� W GUEST BA INSTALL (2)-#4 HORIZONTAL DOWELS INTO SIDE CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO SIEMENS 0 INSTALL PER � r� WALLS + (2)-#4 VERTICAL DOWELS INTO TOP OF CONSTRUCTION AND COORDINATE WITH OTHER = 0 Pxt°,or '_ 4 � 0 EXISTING WALL. PROVIDE SIMPSON "SET -XP" (SK -6) SUB -CONTRACTORS. UJ J �Q C f3VL-& /4T - UO) N C EPDXY ADHESIVE w/ 4" EMBEDMENT INTO EXISTING FOUNDATION. PROVIDE &INSTALL U - w 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL ■� C � O / o CO� �� M z .- I 00 • J 5 STRUCTURAL ENGINEERS GENERAL NOTES. N C Uso � CONCRETE BONDING AGENT AND 5'-0" LANDI G TO BE DETERMIN ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT � LLQ Z O (2)-2x8 P.T. GREENSTREAK HYDROTITE CJ -1020 -2K -ADH AND/OR APPLICABLE, OR REQUIRED BY CODE MOST (�E �� E ADHESIVE BACKED WATERSTOP TO EXISTING SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT 1N THE DRAWINGS THEMSELVES. E _ Z 0 w U -t� � FOUNDATION WALL PRIOR TO PLACING NEW D\ } E )o, CONCRETE IN -FILL 7 Al 1 LJCAIIC�C ADC /A\�1VAA Ilwll CCC 111f1TC11 ATLICC�AIICC � l/l / � O � O. N REVISED 4-6-2020 LV LUSH B r i FASTEN LEDGER 2Kee.F & 1 1 THROUGH BRICK VENEER F'&lW 7W,1t&t4 0 INTO EXISTING RIM JOIST rr 36 f-✓,lc.r- vcM�c- c=n o c=nl� W GUEST BA 0 W Low 0 .T. J w > � f�JJ J� z - ' Z GUEST'Q � ■~ V BEDROOM1 N N 11 � L w. ! .� _ r ` r. .w w+ ! ! r w � _ r■ 4 aft w .r fim A Residential Structural Engineers Phone 303.833.5659 E-mail engineeringgjohnarthurconsulting.com r_ t 010" saa 4dovv- r &sem � ��" b• . x2i•7v t7 w� (z) - � y /LKil C,9L 73o4s Try /v► r� 3' ����w F P j 6,140e wC��0 ,ortcto�- H `fit" tm&e�aQa� SKETCH DETAIL SK -6 NOT TO SCALE GUEST BEDROOM 2 C� PROVIDE AND INSTALL 2" RIGID INSULATION(R-10) MIN. 12" BELOW FINISHED GRADE - HORIZONTAL INSULATION IS NOT REQUIRED PER CODE, BUT ENGINEER SPECIFIED FOR ADDITIONAL PROTECTION SINCE EXCAVAT I U O N WOULD ALLOW FOR IT. REVISED 4-6-2020 24" - t. . M LINEN 3. ALL HEADERS ARE 2) 2X'10 UNLESS NOTED OTHERWISE. m • 3 U U O J. �tC 47 7. BUILD AS PER 20'18 INTERNATIONAL RESIDENTIAL CODE. oE Z --� Z C = a) �asvr �Gy-f V�-= • wf.a--�.! �IiC.1 �p �[i r imw�'c=1 g••.;�.R ��+�e- ��� � � � � I � ' 1 ' • OD <.7 Aim < 1 4 JQ 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. �� {/� C, �y C C UJ UJ CO x.0)0 ■�■� LL 00 �> O Ln 3 a� Z U. +- C Lu �� V ..A5 N °' 3 0 �Q-3� 6 PATIO ABOVE _! - •x-030 0 � � w .Q LO U 1/03 d.. N � - 0 co 7111 i� 7 w_ !an" Tom 1/4 L 14L RI , @ INtIDE FACE OF WAL a - t 1 t } � wrrrw M LA U N 4 .01%.— s U. f0 �• r a s _ —, i mma Tom N 71/4 LVL HALL I 3 6 HUS48 AT EACH END I IN -FILL EXISTING DOOR w/ 8" CONCRETE WALL. INSTALL (2)-#4 HORIZONTAL DOWELS INTO SIDE WALLS + (2)-#4 VERTICAL DOWELS INTO TOP OF EXISTING WALL. PROVIDE SIMPSON "SET -XP" EPDXY ADHESIVE w/ 4" EMBEDMENT INTO EXISTING FOUNDATION. PROVIDE & INSTALL CONCRETE BONDING AGENT AND GREENSTREAK HYDROTITE CJ -1020 -2K - ADH ADHESIVE BACKED WATERSTOP A TO EXISTING FOUNDATION WALL PRIOR TO PLACING NEW CONCRETE IN -FILL s dft w FAMILY Room qe 5 N CH!RM HALL rT rr rr >r 4 i✓ 00,04;7 ,s � t1 rf STORAGE = i! It :� -- O w. - + .. .. = oil t — Nkd r rM zb O z r :F^, -try �.-.a�s..•..'�x - - -.- f ---w - }r L GUEST BEDROOM 3 3 FASTEN LEDGER 2Kee.F & 1 1 THROUGH BRICK VENEER F'&lW 7W,1t&t4 0 INTO EXISTING RIM JOIST rr 36 f-✓,lc.r- vcM�c- I w/ SIMPSON "BVLZ" BRICK W VENEER LEDGER 0 2 CONNECTION at 1611O.C. Low 0 INSTALL PER r� 3 MANUFACTURER's SPECIFICATIONS -SEE Pxt°,or '_ 4 � �.r 2neA„o (SK -6) x UJ J �Q 21FL8 T. LEDGE f3VL-& /4T - z w O RICK Yoe W z U - w I 6�,e�►cac� 2-z,� � P. f \ / o ,4T Iasi b� M z .- I 00 • J 5 O N 0 ML l Alk ]a r_ t 010" saa 4dovv- r &sem � ��" b• . x2i•7v t7 w� (z) - � y /LKil C,9L 73o4s Try /v► r� 3' ����w F P j 6,140e wC��0 ,ortcto�- H `fit" tm&e�aQa� SKETCH DETAIL SK -6 NOT TO SCALE GUEST BEDROOM 2 C� PROVIDE AND INSTALL 2" RIGID INSULATION(R-10) MIN. 12" BELOW FINISHED GRADE - HORIZONTAL INSULATION IS NOT REQUIRED PER CODE, BUT ENGINEER SPECIFIED FOR ADDITIONAL PROTECTION SINCE EXCAVAT I U O N WOULD ALLOW FOR IT. REVISED 4-6-2020 24" - t. . M LINEN 3. ALL HEADERS ARE 2) 2X'10 UNLESS NOTED OTHERWISE. m • 3 U U O J. �tC 47 7. BUILD AS PER 20'18 INTERNATIONAL RESIDENTIAL CODE. oE Z --� Z C = a) �asvr �Gy-f V�-= • wf.a--�.! �IiC.1 �p �[i r imw�'c=1 g••.;�.R ��+�e- ��� � � � � I � ' 1 ' • OD <.7 Aim < 1 4 JQ 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. �� {/� C, �y C C UJ UJ CO x.0)0 ■�■� LL 00 �> O Ln 3 a� Z U. +- C Lu �� V ..A5 N °' 3 0 �Q-3� 6 PATIO ABOVE _! - •x-030 0 � � w .Q LO U 1/03 d.. N � - 0 co 7111 i� 7 w_ !an" Tom 1/4 L 14L RI , @ INtIDE FACE OF WAL a - t 1 t } � wrrrw M LA U N 4 .01%.— s U. f0 �• r a s _ —, i mma Tom N 71/4 LVL HALL I 3 6 HUS48 AT EACH END I IN -FILL EXISTING DOOR w/ 8" CONCRETE WALL. INSTALL (2)-#4 HORIZONTAL DOWELS INTO SIDE WALLS + (2)-#4 VERTICAL DOWELS INTO TOP OF EXISTING WALL. PROVIDE SIMPSON "SET -XP" EPDXY ADHESIVE w/ 4" EMBEDMENT INTO EXISTING FOUNDATION. PROVIDE & INSTALL CONCRETE BONDING AGENT AND GREENSTREAK HYDROTITE CJ -1020 -2K - ADH ADHESIVE BACKED WATERSTOP A TO EXISTING FOUNDATION WALL PRIOR TO PLACING NEW CONCRETE IN -FILL s dft w FAMILY Room qe 5 N CH!RM HALL rT rr rr >r 4 i✓ 00,04;7 ,s � t1 rf STORAGE = i! It :� -- O w. - + .. .. = oil t — Nkd r rM zb O z r :F^, -try �.-.a�s..•..'�x - - -.- f ---w - }r L GUEST BEDROOM 3 3 IIYVVVV TAT SAW -CUT EXISTING P.T. POST FOUNDATION WALL TO ACCOMMODATE UNDETERMINED RETAINING WALL NEW EXTERIOR T.B.D. BY PROPERTY OWNER DOOR 1 FOUNDATION/1st FLOOR FRAMING PLAN 11 1 1 oil 1/4 WALL TYPES: 'E' EXISTING WALLS & ELEMENTS TO REMAIN 'R' EXISTING WALLS & ELEMENTS TO BE REMOVED 'N' NEW WALLS & ELEMENTS TO BE CONSTRUCTED UNEXCAVATED GARAGE & SHOP ABOVE INFILL EXISTING STAIRWELL OPENING w/ 2x8 at 16"O.C. NEW STEEL COLUMNI ABOVE J � 2x8 at 16"o.c. JOISTS at MUDROOM FLOOR 2 X 8 T. OVER EXISTING 16 oc CONCRETE GARAGE [FLOOR SLAB 2X12 PRESSURE TREATED STAIR STRINGERS @ 16 0C O 8AIIIIIrv.-d -.. ice. - EXTEND LEDGER MIN. 8 PAST END JOIST (2)-2x8 P.T.END - JOIST ADD 8" THICK x 16" WIDE x (STAI RWI DTH + 12") CONCRETE PAD UNDER STAIR STRINGERS EXACT RISE & RUN OF STAIR TO BE DETERMINED ON SITE UPON FINAL REGRADING LAN FASTEN LEDGER 1 1 THROUGH BRICK VENEER 0 INTO EXISTING RIM JOIST LL I w/ SIMPSON "BVLZ" BRICK W VENEER LEDGER 0 2 CONNECTION at 1611O.C. w 0 INSTALL PER r� 3 MANUFACTURER's SPECIFICATIONS -SEE IW ENGINEER'S DETAIL 2/3 (SK -6) 3 UJ J �Q 21FL8 T. LEDGE 9 z w O RICK U - w I 0 / o Q M z .- I 00 • J 5 O N 0 ML l Alk ]a z .4. 5'-0" LANDI G TO BE DETERMIN 24" (2)-2x8 P.T. DROPPED BEAM w/ "HUC28-2" HANGER EACH END TO CONTINUOUS 4 4 CONTINUOUS IIYVVVV TAT SAW -CUT EXISTING P.T. POST FOUNDATION WALL TO ACCOMMODATE UNDETERMINED RETAINING WALL NEW EXTERIOR T.B.D. BY PROPERTY OWNER DOOR 1 FOUNDATION/1st FLOOR FRAMING PLAN 11 1 1 oil 1/4 WALL TYPES: 'E' EXISTING WALLS & ELEMENTS TO REMAIN 'R' EXISTING WALLS & ELEMENTS TO BE REMOVED 'N' NEW WALLS & ELEMENTS TO BE CONSTRUCTED UNEXCAVATED GARAGE & SHOP ABOVE INFILL EXISTING STAIRWELL OPENING w/ 2x8 at 16"O.C. NEW STEEL COLUMNI ABOVE J � 2x8 at 16"o.c. JOISTS at MUDROOM FLOOR 2 X 8 T. OVER EXISTING 16 oc CONCRETE GARAGE [FLOOR SLAB 2X12 PRESSURE TREATED STAIR STRINGERS @ 16 0C O 8AIIIIIrv.-d -.. ice. - EXTEND LEDGER MIN. 8 PAST END JOIST (2)-2x8 P.T.END - JOIST ADD 8" THICK x 16" WIDE x (STAI RWI DTH + 12") CONCRETE PAD UNDER STAIR STRINGERS EXACT RISE & RUN OF STAIR TO BE DETERMINED ON SITE UPON FINAL REGRADING LAN i iQ� 1• 1 d i DATE: 2.26.2020 REV'D: 4.06.2020 LU LU c'') V �o UJ J Z o0 LO = W V Q� N V �W W �0 Z � �Q = o= W 1 1 0 LL I J W 0 w 0 r� IW As doempolFc-- 0 0 0 a 3 w z i iQ� 1• 1 d i DATE: 2.26.2020 REV'D: 4.06.2020 LU LU c'') V �o UJ J Z o0 LO = W V Q� N V �W W �0 Z � �Q = o= W NEW 18SF CANTILEVERED ADDITION TO BATHROOM -2X6 @ 16"oc W/ R-19 BATTS N Mo to N 0 � N r r REMOVE EXISTING co p — — — '--- — t + REMAIN -ALLOW FOR 04 WITH 2X4 STUDS, 1/2" co ti NEW MASTER BATH -SEE PER CODE — SHEET 14 FOR SIDE & 5/8" TYPE X DIMENSIONS, DETAILS & m SPECIFICATIONS N 3'-1" 8'-0" 18" 5'-0"x 41-011 5 1/2" 12 /2" 4 TEWEMPERED 60x48 +/-8112" [14 moo N x co It 3'-1" 18" L 5 1/2' 121111/211,5 1/2" it Ip t+ .! 314 2 �v 4 � MASTER BATH"~ TILE a`*r It it ° ww_ .�. to .� N _ - _ _ .. -N 6068 B _L- __' ' -- 1/2'6'-2"x6'-10112" 611 E 8'-11" 51-711 4'-10" 3112 +/-47'- 7" VERIFY IN FIELD +/-41-911 V.I.F. 6'- 5 1/2" 3 1/2" MINIMUM 5 6 83/4" 5'- "x3'-0" 3 8 3/4 5'- 3 1/2" PATIO CONCRETE 1/2" 161-411 6'-0"x3'-0" 1_ 5'-01/2" 11 N W 60x36 I RECYCLED 72x36 'E'36x24 ' t, •, OWDER RM y tL_ E'�I t t �On (( V I RW •'-' t t - A, DWO I t �_• 1 5 � � � �:. ; t li O`o p 1 j > 2 ` - p 0� 24�i$.-e _W ' Z � �c` ; ; I � 4 3 �4; a 21 3' W F 1 , bo 1? r r I t fIA 'QWp D a i� �.:—I i t,. t r— -- — �- z�-- L— o 1 p r — co L- 4 'N'2668 t KIT t HIEN ° ' - - - - N 3 ° - -- _z 6 AR[ \HOOD , s 6' 2'�"x 6112 Is ``------ ' -10 1/CZ-— — =Z: _.� r r w - i - w - w w ®! w ®- .. -` - - _--_ -i •, y i _ _ _ • - • _ w _ - --�"-- - _ w •w -I� w _ - nn - _ i yrs' 1 NEW POWDER RM -SEE %,'� i p SHEET 15 FOR I t NEW KITCHEN -SEE SHEET 1 21-61 3' -j0o' 4' - 6 112" DIMENSIONS, DETAILS & I 12 FOR DIMENSIONS, L_____ w -101/ t 111 SPECIFICATIONS t t DETAILS & 6'-o" I 1 SPECIFICATIONS 11 a. �t 1 I� Is ri I MASTER BEDROOM 1 CARPET �I it IE' 72x36 LIVING RM HARDWOOD 'E' 96x48 DINING RM HARDWOOD o� J NEW MUD RM -SEE SHEET LL 15 FOR DIMENSIONS, DETAIL & SPECIFICATIONS +/-3'5 3/4" 8'm 0" x 6' -10 1/2" EQUAL NEW 8868 SLIDING DOOR r -- DECK DN LANDING 1st FLOOR CONTROL PLAN 114" = 1' - 0" 6 40 �* t % 'E' 16' x 7' OHD GARAGE CONCRETE REMOVE'E' DOOR AND INFILL WALL WITH 2X4 STUDS, 1/2" SHEETROCK @ KITCHEN SIDE & 5/8" TYPE X SHEETROCK @ GARAGE SIDE AND INSULATE WITH R-13 BATTS "k% co REMOVE EXISTING 1 N p — — — '--- — t WINDOW & INFILL WALL REMAIN -ALLOW FOR WITH 2X4 STUDS, 1/2" ? SHEETROCK @ MUD RM Yg PER CODE — N SIDE & 5/8" TYPE X m U- SHEETROCK @ SHOP 8 6 ' = SIDE AND INSULATE WITH 72 RETAINING WALL AND R-13 BATTS R 6 SHOP TILS LANDING, STAIR & CONCRETE +/-3'5 314" EQUAL NEW 6x18 t t 0 6 _ I EXISTING ELECTRIC METER & PANEL TO p — — — '--- — t t REMAIN -ALLOW FOR REQUIRED CLEARANCES PER CODE — L --- 1 REMOVE EXISTING CONCRETE STAIR & RETAINING WALL AND 8 1/2" 3'- 0" x 8 1/2" REGRADE FOR NEW DECL 1' - 6" LANDING, STAIR & CONCRETE LANDING BELOW V.I.F. 04Z N 'E' 90x36 L0 'E' 18x60 NEW EXTERIOR WALL TO CLOSE IN EXISTING COVERED BUT OPEN TO OUTSIDE SPACE -2X6 STUDS @ 16"oc WITH R-19 BATTS 'E' 18x60 M x co qq w Aib'o O tox co M W J J O C L _0 ■�t♦ � O N C �■ - G ~Lo c0 c cz „ iQ o c o a vp E E J F_ cn U 0 a) Z Lu N m0 � 0- ° zUJz�ta� O J w w �� • Q I () < . n ■ � � Cn Lv � CV N '■F� Lu Lu LL () � -D 0 Lu CLr 0nQ) N0> 1 a) • cN Q LULUcN U N 0• 3 0 3 v GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLY READ ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. WALL TYPES: 'E' EXISTING WALLS & ELEMENTS TO REMAIN 'R' EXISTING WALLS & ELEMENTS TO BE REMOVED N' NEW WALLS & ELEMENTS TO BE CONSTRUCTED 0 LL J W 0 0 W Z 0 W Z DATE: 2-26-2020 REV'D: Lu 2 U UJ J Z U N U W Z Q Z uj r� � 0 2x6 @ 16"oc FRAMED 4 WALL FOR BACK TO 5 6 BACK PLUMBING X6 J CONCRETE PATIO REVISED 4-6-2020 2,-5 L L REMOVE'E' WINDOW SHORIN OOF FRAMING PRIOR RJEMOVING AND INFILL OPENING__ AND R TIL AFTER NEW - w/ 2X4 STUDS TO CONNECTI 2 71/4" L 1 MATCH -REQUIRES BRICK INFILL ALSO ;? 3 4 2 �4 4 MASTER BATH''a r* ;T 1� .Ohl, REVISED 4-6-2020 1 r 1` 0 M ' I ENTRY '� 1 r r . J 1` rr r l I€� 1 r CL�Q$�T �� I r -• CLOSET •• _r_ r .. sr 2 - 2x10 TINUO DRQPPEV,�, A9� _ Lr i� I� 11 MASTER BEDROOM DIA. STANDARD STEEL 1 1 'IPE COLUMN w/ I >IMPSON "ECCOQ7- >DS2.5" COLUMN CAP + /2" x 5" x 5" STEEL BASE 'LATE WELD TO COLUMN 1 1 N SHOP — 11 3 REMOVE'E' WINDOW AND INFILL OPENING w/ 2X4 STUDS TO MATCH iLE 111. Z 4 23 i NEW 4 PLY GIRDER ri■ � i� tir'r'11■■r� iii ' - � � ■- -- - - o`�"p REMAI 4 AS Is I F Rp,MING T0 , I G R O & CEIL r l N 1� 7 �1 PROVIDE AND INSTALL TEMPORARY SHORIN OOF FRAMING PRIOR RJEMOVING E ISTING CEILING AND R TIL AFTER NEW GIRDER TR SS, BRACING, HANGER CONNECTI S, AND SUPPORT COLUMNS HAVE BEEN ROPERLY INSTALLED. LIVING ROOM REVISED 4-6-2020 i 1 ROOF FRAMING PLAN, —1/r = 1 1 . oil WALL TYPES: 1 r 4- f—Sol — 1 • __, 1 ,i- ,� t I I I L— 4 L 00 KITOHENTRU ► ` • o I '- r ■■1■ !! �. �L A mow. ■.111111. 10 . j 111111UP JMMLE6I i t 1 1 L _ ___ _ It._ .. rr 1 DINING ROOM GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X14 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. 8 56 2 7 6 i 2 - 1x6 ---� 2 - 91 /4" LVL P � t 1 r 1 DECK 1 LANDING j�---- ----� rr 6 Ir '' j I II ITr_ rr____rwri r I I ,I rr L.A. --- 'E' EXISTING WALLS & ELEMENTS TO REMAIN 'R' EXISTING WALLS & ELEMENTS TO BE REMOVED 'N' NEW WALLS & ELEMENTS TO BE CONSTRUCTED LA GARAGE m� � G� ...� w _rte REMOVE 'E' DOOR AND INFILL OPENING w/ 2x4 STUDS TO MATCH 3" DIA. STANDARD STEEL PIPE COLUMN w/ SIMPSON "ECCOQ7- SDS2.5" COLUMN CAP + 1/2" x 3 1/2" x 10" STEEL BASE PLATE WELD TO COLUMN IN SHOP REMOVE'E' WINDOW AND INFILL OPENING w/ 2X4 STUDS TO MATCH 2� SHOP NEW 2x6@16"oc EXTERIOR WALL INFILL -1/2" OSB WALL RATED SHEATHING OUT & R-19 BATT INSULATION J J O Cl r. r1lo0 r _U N C I � N �■� � c1! V) z ^ 7TH (D LL Q 0 00 c� 0� v0 E E ENO Jz w o v �= E Do r) LLp�pcn .3��0 OEzU _jz-4-c J < J c=dj 1 0 Q -0, . E '■1� w W LL ado H Ir) �z Lu CL �� 0 ,_ ; �y O ^���0 N°'3U Jo vas=3 � � �03� 'EQ a LLI N U cv 0, ^ 3 0 3 DATE: 2-26-2020 REV'D: 4.06.2020 uj = M .. V Lu0 M UJ Z o�p Lu Lu 0 U QO �N °° U Lo Lu o LuLu �o Z Z �co Q = o= Tiiiiiiii Lu2 � �............ �• �• i OF 18 INSTALL R-38 BATT INSULATION IN ATTIC OVER MUD ROOM NEW 2-2x6 HEADER T.O PLATE 107.75' Nr lr= EXISTING ELECTRIC MUD RMCELING/ METER, SERVICE & GARAGE PLATE PANEL TO REMAIN - MAINTAIN - \ CLEARANCES PER CODE NEW 2x6 @ 16"oc WALL FRAMING w/ 1/2" OSB WALL T.O. FIN'D1sj FLOOR 00.00' SHEATHING OUT- T.O. MUP RM FLOOR,:::8, E INSULATE w/ R-19 T.O. OF GARAGE/ BATTS I SHOP SLAB INSTALL 5/8" TYPE 'X' SHEETROCK ON ALL WALLS & CEILING IN MUD RM INSTALL 5/8" TYPE 'X' SHEETROCK ON ALL WALLS & CEILING IN MUD RM cq = MUD M = GARAGE o p o p NEW 2x8 P.T. JOISTS w w @ 16"oc w/ 3/4" T&G SUBFLOOR-VERIFY AVAILABLE HEIGHT 8v IFY INSTALL 6MIL PLASTIC ON SLAB/ BELOW JOISTS & 12-2x8 RIM�J 2 INSULATE FLOOR W/ R-19 BATTS 6S PARTIAL SECTION -MUD RM _()— 6 1/4"=1'-0" T.O. FIND 1st FLOOR 100.00' T.O. FOUNDATION 99.21' EXISTING ROOF & CEILING STRUCTURE TO REMAIN NEW 2-2x10 HEADER VERIFY AVAILABLE HEIGHT TYP INEW 60w x 36h WINDOW @ STAIR INSTALL NEW 7 1/4" LVL @ FORMER RIM POCKET, FLUSH TO INSIDE FACE OF WALL 2x6 @ 16"oc LANDING w/ 3/4" T&G SUBFLOOR INSTALL 5/8" TYPE 'X' SHEETROCK UNDER STAIRS ON ALL SURFACES FOR POTENTIAL FUTURE STORAGE USE EXISTING ROOF & CEILING STRUCTURES TO REMAIN INSTALL R-38 BATT INSULATION IN ATTIC OVER MUD ROOM I N S U LATE ' E' 2x4 WALL w/ R-13 BATTS REMOVE EXISTING WINDOW & INFILL OPENING w/ 2x4 STUDS PARTIAL SECTION -MUD RM 6 1/499=19-099 STAIRWELL NEW 2x8 P.T. JOISTS @ 16"oc w/ 3/4" T&G SUBFLOOR-VERIFY AVAILABLE HEIGHT INSTALL EMIL PLASTIC ON SLAB/ BELOW JOISTS & INSULATE FLOOR W/ R-19 BATTS EXISTING ROOF & NEW HANDRAILS @ 1 CEILING 34"-38" TALL PERSTRUCTURE TO CODE J REMAIN NEW GUARDRAIL 36" TALL PER CODE INSTALL NEW 2 - 7 1/4" LVL FLUSH BEAM @ STAIRWELL OPENING EXISTING 2x8 @ 16"oc FLOOR JOISTS TO REMAIN -CUT BACK TO CREATE NEW STAIRWELL OPRNING CUTE' FOUNDATION WALL TO ALLOW FOR INSTALLATION OF NEW 6068 FRENCH DOOR -SEE ENGINEER'S DETAIL 4/8 NEW STAIR SEGMENTS(? 1/2"R/107) CONFIRM REQUIRED RISE &RUN IN 'E' CONCRETE SLAB FIELD ON GRADE FLOOR 3 PARTIAL SECTION -STAIR WEST 6 1l4"=1'-0" EXISTING ROOF & INSTALL NEW 30YR CEILING ROOF RATED SHEATHING & R-38 BATT STRUCTURES TO - REMAIN $ SHINGLES OVER NEW 2-2x6 HEADER . MPERE go GLAZII�.G NEW 20MIN RATED FIRE DOOR ENS TRY 12 _ NEW 2 7 1/4" LVL BEAM 3.5 TY cq = MUD M = GARAGE o p o p NEW 2x8 P.T. JOISTS w w @ 16"oc w/ 3/4" T&G SUBFLOOR-VERIFY AVAILABLE HEIGHT 8v IFY INSTALL 6MIL PLASTIC ON SLAB/ BELOW JOISTS & 12-2x8 RIM�J 2 INSULATE FLOOR W/ R-19 BATTS 6S PARTIAL SECTION -MUD RM _()— 6 1/4"=1'-0" T.O. FIND 1st FLOOR 100.00' T.O. FOUNDATION 99.21' EXISTING ROOF & CEILING STRUCTURE TO REMAIN NEW 2-2x10 HEADER VERIFY AVAILABLE HEIGHT TYP INEW 60w x 36h WINDOW @ STAIR INSTALL NEW 7 1/4" LVL @ FORMER RIM POCKET, FLUSH TO INSIDE FACE OF WALL 2x6 @ 16"oc LANDING w/ 3/4" T&G SUBFLOOR INSTALL 5/8" TYPE 'X' SHEETROCK UNDER STAIRS ON ALL SURFACES FOR POTENTIAL FUTURE STORAGE USE EXISTING ROOF & CEILING STRUCTURES TO REMAIN INSTALL R-38 BATT INSULATION IN ATTIC OVER MUD ROOM I N S U LATE ' E' 2x4 WALL w/ R-13 BATTS REMOVE EXISTING WINDOW & INFILL OPENING w/ 2x4 STUDS PARTIAL SECTION -MUD RM 6 1/499=19-099 STAIRWELL NEW 2x8 P.T. JOISTS @ 16"oc w/ 3/4" T&G SUBFLOOR-VERIFY AVAILABLE HEIGHT INSTALL EMIL PLASTIC ON SLAB/ BELOW JOISTS & INSULATE FLOOR W/ R-19 BATTS EXISTING ROOF & NEW HANDRAILS @ 1 CEILING 34"-38" TALL PERSTRUCTURE TO CODE J REMAIN NEW GUARDRAIL 36" TALL PER CODE INSTALL NEW 2 - 7 1/4" LVL FLUSH BEAM @ STAIRWELL OPENING EXISTING 2x8 @ 16"oc FLOOR JOISTS TO REMAIN -CUT BACK TO CREATE NEW STAIRWELL OPRNING CUTE' FOUNDATION WALL TO ALLOW FOR INSTALLATION OF NEW 6068 FRENCH DOOR -SEE ENGINEER'S DETAIL 4/8 NEW STAIR SEGMENTS(? 1/2"R/107) CONFIRM REQUIRED RISE &RUN IN 'E' CONCRETE SLAB FIELD ON GRADE FLOOR 3 PARTIAL SECTION -STAIR WEST 6 1l4"=1'-0" WALL TYPES: 'E' EXISTING WALLS & ELEMENTS TO REMAIN 'R' EXISTING WALLS & ELEMENTS TO BE REMOVED 'N' NEW WALLS & ELEMENTS TO BE CONSTRUCTED GENERAL CONSTRUCTION NOTES: 9. CONTRA C TORISUBCON TRA C TOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. CD ry LO _U �� CO N �■ - G ~ Lo .� rU z �§ LL Q � co �� Qvo E E E"O �z w �o�� p�p0 0 LLO70pcn z U _j (D O J W w • ■�� cnC>-0 Lu w LL co 0 �z HU?NN� 7C)(1) LU r N Mtn 0 N I E N C'3° 0 E3 N '- Lu N r) U N O° 3 0co 3 NEW 2x10 @ 24" oc RAFTERS w/ 1/2" INSTALL NEW 30YR NEW 2 - 2x10 DROPPED BEAM ROOF RATED SHEATHING & R-38 BATT 2 DIMENSIONAL CONTINUOUS HEADER ACROSS INSI II ATInN $ SHINGLES OVER BEDROOM CLOSET &BEDROOM UNDERLAYMENT ENS TRY 12 _ NEW 2 7 1/4" LVL BEAM 3.5 TY PER CODE TOMATCH WALLS @ 1st FLOOR BELOW -SEE - 'E' ENGINEER'S DETAIL1/8, 3/8 & 2/9 T.O. 'E' PLATE 107.75' NEW 2-2x10 HDR T.O. 'N' PLATE 0 106.83' BATH ADDITION z 'E' 24" O.WSUBFASCIA-MATCH NEW FASCIA & 2x ff INSTALL NEW 2 - 7 -- 'El w W 0 NEW TEMPERED °° MASTER BEDROOM MASTER BATH w CASEMENT WINDOW zo OPENINGqT `° _ = + , _ 6„ - R-19 BATT INSULATION EXISTING 2x8 @ T.O. 1st FLOOR 100.00' LIVING ROOM 16"oc FLOOR JOISTS - _ NEW 2x6@16"oc - - �< NEW 60w x 48h _ O WALL w/ 1/2" OSB % H 'E' VINYL WINDOW r� J OUT & 1/2" cn SHEETROCK IN X W + FOR RESS ' NEW 2x8 I - CANTILEVERED / --- FLOOR -INSULATE & zo + .T BE ROOM 2 UES EDROOM 1 ~ SHEET UNDERSIDE OF 'E' SOFFIT TO N PRIOR TO SETTING CREATE STAIRWELL = HE D HT CLEARA CE-VIF IN PLACE FAMILY ROOM OPENING -VERIFY DASHED LINES INDICATE REMOVE 'E' WINDOW CONTENTS PRIOR INTERIOR SHAPE & FORM OF & INFILL OPENING IN TIMBER WINDOW WELL & FOUNDATION WALL - 'E' CONCRETE SLABNEW STAIR STEPPED RISE TO GRADE SEE ENGINEER'S ON GRADE FLOOR SEGMENT DETAILS & FULL ` 4SECTIO MAS N- T E R S U I TA-REA,, SPECIFICATIONS SHEET & DETAI ON _BUILDING 6 1/4 99 = 19-099 3/9 WALL TYPES: 'E' EXISTING WALLS & ELEMENTS TO REMAIN 'R' EXISTING WALLS & ELEMENTS TO BE REMOVED 'N' NEW WALLS & ELEMENTS TO BE CONSTRUCTED GENERAL CONSTRUCTION NOTES: 9. CONTRA C TORISUBCON TRA C TOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. CD ry LO _U �� CO N �■ - G ~ Lo .� rU z �§ LL Q � co �� Qvo E E E"O �z w �o�� p�p0 0 LLO70pcn z U _j (D O J W w • ■�� cnC>-0 Lu w LL co 0 �z HU?NN� 7C)(1) LU r N Mtn 0 N I E N C'3° 0 E3 N '- Lu N r) U N O° 3 0co 3 LL J W D O 2Lu ca z 0 0 0 a 3 w z a DATE: 2-26-2020 REV'D: 6L uj 2 V uj J 2 V cn U uj ad Z Q 2 Lu OF 18 NEW GUARDRAIL @ 1 36" TALL PER CODE INSTALL NEW 4 PLY GIRDER TRUSS $ IN EXISTING ATTIC TO ALLOW FOR REMOVAL OF'E' BEAMS & BEARING WALLS @ 1st FLOOR BELOW -SEE ENGINEER'S DETAIL1/8, 3/8 & 2/9 NEW 2-2x10 HEADER - VERIFY AVAILABLE SPACE ff INSTALL NEW 2 - 7 -- 1/4 LVL FLUSH - BEAM @ STAIRWELL _ w OPENINGqT - = EXISTING 2x8 @ w LIVING ROOM 16"oc FLOOR JOISTS _ TO REMAIN -CUT 0 BACK TO CREATE , u - NEW STAIRWELL i j ° > OPRNING I - 41 STAIRWELL INSTALL NEW 7 1/4" REMOVE PORTION LVL @ FORMER RIM OF 'E' SOFFIT TO +/-7 - 10" TO MEET STAIR POCKET, FLUSH TO CREATE STAIRWELL = HE D HT CLEARA CE-VIF INSIDE FACE OF FAMILY ROOM OPENING -VERIFY a WALL _ CONTENTS PRIOR _ — 2x6 @ 16"oc 'E' CONCRETE SLABNEW STAIR N LANDING w/ 3/4" T&G ON GRADE FLOOR SEGMENT SUBFLOOR INSTALL 2" OF RIGID INSULATION (R-10) AROUND 'E' FOUNDATION & FOOTINGS INSTALL 5/8" TYPE 'X' 4 AFTER EXCAVATION & BEFORE FINAL I SHEETROCK UNDER GRADING/LANDSCAPING/HARDSCAPING STAIRS ON ALL SURFACES FOR 5 BUILDING SECTION -LIVING ROOM & STAIR POTENTIAL FUTURE STORAGE USE N-6 1/499 = 1' - 0" r..� LL J W D O 2Lu ca z 0 0 0 a 3 w z a DATE: 2-26-2020 REV'D: 6L uj 2 V uj J 2 V cn U uj ad Z Q 2 Lu OF 18 GENERAL STRUCTURAL NOTES 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 sections or details shown or noted apply to similar conditions elsewhere not specifically shown or noted. DESIGN CODE International Residential Code 2018 Edition DESIGN LIVE LOADS Studs s 9'- 0" Ground Snow Load 30 PSF Roof (snow) 30 PSF Roof (TC dead) 15 PSF Roof (BC dead) 10 PSF Wind (V3sec) 105 mph exposure C Wind (Vu,t) 135 mph exposure C Risk Category II Thermal Factor Ct=1.1 Exposure Factor Ce=1.0 Importance Factor 1=1.0 Seismic Category B Floor -Live 40 PSF Floor -Dead (Tile/Stone) 20 PSF Floor -Dead (HRD WD) 15 PSF Exterior Deck 40 PSF rni minaTION Soils Report submitted by: None Submitted Soil design values shown below are to be verified by open -hole inspection by the soil engineer. Any changes in the stated soil design values may require revisions to the foundation design. Footings and slabs on grade shall be placed on undisturbed natural soil or compacted fill tested and approved by soils engineer. Assumptive unit soil stresses used in design Assumptive soil bearing pressure 1500 PSF Minimum width for continuous footings 16 inches Minimum width for isolated pad footings 24 inches Design lateral soil pressure (Equivalent Fluid Pressure): 50 PCF At -Rest 250 PCF Passive Footing bottoms to be placed a minimum of 36" below final finished grade provide perimeter drain as indicated in soils report. Slope perimeter grading away from building per soils engineer. Backfill is to be clean draining soil per soils report. Soil assumed to be non -expansive. Homeowner assumes any and all risks involved with issues that arise from lack of a Soils Report. CONCRETE & REINFORCEMENT WOOD FRAMING Framing Lumber maximum moisture content 19% Studs s 9'- 0" Hem Fir stud grade Studs > 9'- 0"s 10' 0" Hem Fir No, 2 Headers Douglas Fir No. 2 Bearing Wall Plates Hem Fir No. 2 Posts Hem Fir No. 2 Floor Joists/Rafters Douglas Fir No. 2 Visually graded timbers (5" x5" & larger) Timbers & Posts Douglas Fir No. 1 Beams & Stringers Douglas Fir No. 1 Engineered Wood Products Fb = 675 psi, Fc = 800 psi, E = 1,200,000 psi Fb = 850 psi, Fc =1300 psi, E = 1,300,000 psi Fb = 900 psi, Fc =1350 psi, E = 1,600,000 psi Fb = 850 psi, Fc =1300 psi, E = 1,300,000 psi Fb = 850 psi, Fc = 1300 psi, E = 1,300,000 psi Fb = 900 psi, Fc =1350 psi, E = 1,600,000 psi Fb = 1200 psi, Fc = 1000 psi, E = 1,600,000psi Fb = 1350 psi, Fc = 925 psi, E = 1,600,000psi Laminated Veneer Lumber Roseburg Forest Products Rigidlam LVL www.roseburg.com Fb = 2900psi, Fv = 285psi, E = 2,000,000psi PLYWOOD Roofs 1. Panel roof sheathing shall be 112", APA 32116 rated sheathing Exp 1. Install with the long dimension or strength axis of the panel across supports and with panel continuous over two or more spans. For pitched roofs, placed screened surface or side with skid resistant coating up, if OSB panels are used. Panel end joints shall occur over framing. Spacing 118" is recommended at all panel ends and edges, unless otherwise indicated by the panel manufacturer. Supported panel joints shall occur approximately along the center line of framing with a minimum bearing of 112". Nail 6" o.c. along supported panel edges and 12" o.c. At the intermediate supports. Use 8d common nails. Fasteners shall be located 318" from panel edges. Cover roof sheathing as soon as possible with roofing felt or shingle underlayment for protection against excessive moisture prior to roofing application. Floors 1. Subflooring (under structural finish floor such as wood strip or underlayment) -panel sub flooring shall be 314", as noted on plans, APA 48"o.c. rated sheathing Exp. 1. Install with the long dimension or strength axis of the panel across supports and with panel continuous over two or more spans. Panel end joints shall occur over framing. Spacing of 118" is recommended at all panel ends and edges, unless otherwise indicated by the panel manufacturer. Supported panel joints shall occur approximately along the center line of framing with a minimum bearing of 112". Nail 6"o.c. along supported panel edges and 12"o.c. at intermediate supports. Use 10d common nails for 1-118" thick subfloor. Fasteners shall be located 318" from panel edges. Sand subfloor joints if necessary to smooth surface prior to installing underlayment of finish flooring. Walls 1. Panel wall sheathing shall 7116" APA 32116 rated sheathing Exp 1. Spacing of 118" is recommended at panel ends and edges, unless otherwise indicated by the panel manufacturer. Supported panel joints shall occur approximately along the centerline of framing with a minimum bearing of 112". Nail 6"o.c. along supported panel edges and 12"o.c. at intermediate supports, unless noted otherwise on construction documents. Use 8d common nails for panels 112" and less, and 10d for greater thickness. Fasteners shall be located 318" from panel edges. Apply building paper or approved equivalent over panel wall sheathing. Contractor to contact John Arthur Consulting, Inc. if any supplied wood members differ from the materia specifications above, PRIOR to construction. Concrete shall conform to applicable provisions of the latest revision of ACI -318 Minimum 28 -day compressive strength as follows: Nailing per International Residential Code except where more or larger nailing shown on drawings Type 1: Interior slabs -on -ground, not including garage floor slabs. 2500 PSI All roof rafters, joists, trusses, beams anchored with 18 GA. Simpson Strong -Tie "H2.5A" framing anchors or as noted. Truss to truss connections are as specified by truss manufacturer. Type 2: Walls, foundations, footings, and other concrete 3000 PSI work exposed to weather except as noted in type 3. Anchor bottom chord of gable end trusses to wall plate with Simpson Strong -tie "A35" Framing Anchors at 4-0" o.c. laterally brace to roof framing at 10' -maximum spacing Type 3: Driveway, curbs, walkways, ramps, patios, 4500 PSI porches, steps and stairs, garage floors and slabs. All wall studs shall be continuous from floor to floor or from floor to roof. Maximum Slump 6 inches Block between roof trusses wl solid 2x blocking to min. mid -height of top chord Air Entrainment 5-7% Deformed Reinforcement: ASTM A615 Grade 60 Provide solid blocking or rim joists at all joist supports and joist ends per manufacturer's specifications. Welded Wire Fabric: ASTM A185 Reinforcement fabricated and placed per ACI manual of standard practice (ACI -315, Latest Ed.) Typical foundation reinforcement 245 bars top and 245 bars bottom unless noted otherwise on plans. Refer to plans for other requirements. Do not place backfill against concrete walls until the basement slab and main level floor system are in place. Provide all necessary bracing to support all walls and to prevent their buckling during backfilling and compacting operations. Provide sleeves for all pipes placed through concrete. All dimensions on structural drawings shall be checked by contractor against architectural drawings. STRUCTURAL STEEL Structural steel 'W' shape series: ASTM A992 Fy = 50 ksi Structural steel 'M','S','C',MC','L' shape series: ASTM A36 Fy = 36 ksi Hollow structural shapes (HSS) rectangular: ASTM A500 Grade B Fy = 46 ksi Hollow structural shapes (HSS) round: ASTM A500 Grade B Fy = 42 ksi Structural steel pipe: ASTM A53 Grade B Fy = 35 Structural steel pipe: ASTM A36 Fy = 36 ksi Bolts & Threaded Rod: ASTM A307 All expansion anchors to be Strong Bolt or Titan HD, as manufactured by Simpson Strong -Tie, or as manufactured by Hilti. Epoxy for fasteners to be Simpson Epoxy -Tie "Set -XP" or approved equivalent. All structural steel fabricated and erected per AISC steel construction manual 13th edition. S 0 LLJ W 0 0 2LU ca Z 0 0 0 a 3 LU z Q .,• ,) I YI�II i DATE: 2-26-2020 REV'D: UJ I U LU J I U N U LU 06 LU Z LU Q 0 U rN LU D Q LU O r— N U C N 00 Z o coo co0 E Uo Lu Du-0_ON - D 0 3*500 JZQ C N Ww' (� U .J�N�CC L '5;C a- N N 0 cn Q) E N0>�0 r, E30 QW CN 0 N0 Lo 10 0 3 DATE: 2-26-2020 REV'D: UJ I U LU J I U N U LU 06 LU Z LU Q 0 U rN LU D Q LU Project name: _5�,f FILA C kt K ytZ$ Address: J 03 I S W 3 3 e City, State, Zip: W4CWet-+4D 6�� Date: Drawn By: Drawing Number: 5Y—A n Project name: Address: City, State, Zip: Date: Drawn By: New GIIZDA TyLisl 1,Sv�d°vti� ols�- Residential Structural Engineers Phone 303.833.5659 E-mail engineering@johnarthurconsulting,com cif 'WL'vSx AT SKETCH DETAIL SK -1 NOT TO SCALE Drawing Number: MAIyeK ?A--4 t�k Tzi)-A5; a -i Residential Structural Engineers Phone 303.833.5659 E-mail engineering@johnaahurconsulting.com r2- SKETCH DETAIL SK -2 \, 8J NOT TO SCALE Project name: Address: City, State, Zip: Date: Drawn By: Drawing Number: 5K-3 '/y h 5 X VY'a'p 1.0 Co/uvr+N CAP r e.� Snd� Project name: Address: City, State, Zip: Date: Drawn By: Drawing Number: ,5 1 (0,/ VY x 3' ) Residential Structural Engineers Phone 303.833,5659 E-mail engineering@johnarthurconsulting.com 12 4 J/ 21 N 7 CZ)lLr�g nil ) G�hisT-iN� . �XiJsi� Fj SKETCH DETAIL SK -3 NOT TO SCALE Z�rr Residential Structural Engineers Phone 303,833.5659 E-mail engineering@johnaahurconsulting.com 5.4 WALL r"x%sn)i t Ir 1461P 4J5Lk_AT?9a SKETCH DETAIL SK -4 NOT TO SCALE SHIM & GROUT VOID BETWEEN EXISTING SILL PLATE & FOUNDATION REVISED 4-6-2020 U J J O ry L (N CN ■� L C") �0 FLQ O 00 C Cf) C 0 _zW 0� �O L-0-0 3 .5 U ZUJz_Qt� _! W L • i Q .� U ■ IIIIIIIIII� {n Lv '� r\ N C W W LL (r) U) Q00 Z u- L9:t= rn ` N 0 JvQ=3- 0�03' I Q LL I O Cl) fF A� :w 39388 n': �0'D4-06-202$•c`� ss�ONAI. •��� 0 LL J W D 0 LU o� z 0 0 0 a 3 LU z I DATE: 2-26-2020 REV'D: 4-06-2020 UJ 2 U LU J 2 U N U LU 1 Z Q 2 (7 LU LU Z UJ 1 Q 0 U LU D rrrr r2- SKETCH DETAIL SK -2 \, 8J NOT TO SCALE Project name: Address: City, State, Zip: Date: Drawn By: Drawing Number: 5K-3 '/y h 5 X VY'a'p 1.0 Co/uvr+N CAP r e.� Snd� Project name: Address: City, State, Zip: Date: Drawn By: Drawing Number: ,5 1 (0,/ VY x 3' ) Residential Structural Engineers Phone 303.833,5659 E-mail engineering@johnarthurconsulting.com 12 4 J/ 21 N 7 CZ)lLr�g nil ) G�hisT-iN� . �XiJsi� Fj SKETCH DETAIL SK -3 NOT TO SCALE Z�rr Residential Structural Engineers Phone 303,833.5659 E-mail engineering@johnaahurconsulting.com 5.4 WALL r"x%sn)i t Ir 1461P 4J5Lk_AT?9a SKETCH DETAIL SK -4 NOT TO SCALE SHIM & GROUT VOID BETWEEN EXISTING SILL PLATE & FOUNDATION REVISED 4-6-2020 U J J O ry L (N CN ■� L C") �0 FLQ O 00 C Cf) C 0 _zW 0� �O L-0-0 3 .5 U ZUJz_Qt� _! W L • i Q .� U ■ IIIIIIIIII� {n Lv '� r\ N C W W LL (r) U) Q00 Z u- L9:t= rn ` N 0 JvQ=3- 0�03' I Q LL I O Cl) fF A� :w 39388 n': �0'D4-06-202$•c`� ss�ONAI. •��� 0 LL J W D 0 LU o� z 0 0 0 a 3 LU z I DATE: 2-26-2020 REV'D: 4-06-2020 UJ 2 U LU J 2 U N U LU 1 Z Q 2 (7 LU LU Z UJ 1 Q 0 U LU D Project name: Address: City, State, Zip: Date: Drawn By: Drawing Number: SK -5 r._ Project name. Address. City, State, Zip: Date: Drawn By: Drawing Number. 2 K F3 P•T t,ODyc1, 59sT6)-r Tb & 571,;45 w,tLc. SSC mows Get K- XES- i t Shoo D AT- Iry I\ Residential Structural Engineers Phone 303.833.5659 E-mail engineering@johnarthurconsulting.com SKETCH DETAIL SK5 NOT TO SCALE Residential Structural Engineers Phone 303.833.5659 E-mail engineeringgjohnarthurconsulting.com L4...., 3''D! p9 55-1) S 7Z Fi ip G,�Gv WAd TZ ,t� lvtc S S i YFte�� (fi�t1cH SrD� T fig7 or v-,01& U --be Pc).sr 1aQ3v.& 3rrD,,� S5� .57-Eez._ Apd-oGx. �'`s "5j -65M CAJ f� ,+ �Lx I�rr X O�-/�r�.STVt— P]dSe 3 CL (t) ti.,0�0 I %L 7`' el"C- 7j �rGG/j i �r p s 3''e-Ltt SKETCH DETAIL SK7 NOT TO SCALE GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. NOT TO SCALE Project name: Address: City, State, Zip: Date: Drawn By: Drawing Number: Residential Structural Engineers Phone 303.833.5659 E-mail engineeringC�johnarthurconsulting.com SKETCH DETAIL SK8 NOT TO SCALE Project name: Schleicher Residence Address. 10315 W. 33rd Ave City, State, Zip: Wheat Ridge, CO 80033 Date: 02-20-2020 Drawn By- SJS Drawing Number SK -9 EGRESS WINDOW ELEVATION Residential Structural Engineers Phone 303.833.5659 E-mail eng i neeri n g0jo h n arth urco nsu Iting. com ,„SK -10 LSC �%-Ie f ort N rr-L 3- GAY2r I 7 �1 (2)-L6x4x5116 STEEL V. MFS ANGLE LINTEL U5- 26 �y yyq��s CaSK-12 SK -11 w�c �)-►�W C'PIA C��21c -►'Lss s/��,rx y n I-.__ 51gw -e &,I. x--11 N er• W � Qm�•a�' 3 �z�� ��B�r�r i��+ 1414 0aw,�_c �� �•�. Residential Structural Engineers Phone 303.833.5659 E-mail engineering@johnarthurconsulting.com SKETCH DETAIL SK5 NOT TO SCALE Residential Structural Engineers Phone 303.833.5659 E-mail engineeringgjohnarthurconsulting.com L4...., 3''D! p9 55-1) S 7Z Fi ip G,�Gv WAd TZ ,t� lvtc S S i YFte�� (fi�t1cH SrD� T fig7 or v-,01& U --be Pc).sr 1aQ3v.& 3rrD,,� S5� .57-Eez._ Apd-oGx. �'`s "5j -65M CAJ f� ,+ �Lx I�rr X O�-/�r�.STVt— P]dSe 3 CL (t) ti.,0�0 I %L 7`' el"C- 7j �rGG/j i �r p s 3''e-Ltt SKETCH DETAIL SK7 NOT TO SCALE GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. NOT TO SCALE Project name: Address: City, State, Zip: Date: Drawn By: Drawing Number: Residential Structural Engineers Phone 303.833.5659 E-mail engineeringC�johnarthurconsulting.com SKETCH DETAIL SK8 NOT TO SCALE Project name: Schleicher Residence Address. 10315 W. 33rd Ave City, State, Zip: Wheat Ridge, CO 80033 Date: 02-20-2020 Drawn By- SJS Drawing Number SK -9 EGRESS WINDOW ELEVATION Residential Structural Engineers Phone 303.833.5659 E-mail eng i neeri n g0jo h n arth urco nsu Iting. com ,„SK -10 LSC �%-Ie f ort N rr-L 3- GAY2r I SKETCH DETAIL SK9. NOT TO SCALE SK -10 J J O r— Lv N U CV ca I�U o a� ULQ z ^ 0 c 0� �750 E E �Z� U O N UJ �00>, � mEm 0 n �o:�oN 0 •3�U5 zU _J Q LU 0 �.. �d JUQ�'�c .�� cn� �NOc �,,�, Lu IJ � � -0 0 o z L� L9 r > (D 0 LU a- r, � , N C'30 <C �j�w 0U CLN � � CN 3 LO 0 3 0 LLJ W D O 2LU 01116 z O 0 0 a LU z a DATE: 2-26-2020 :1 VA IT UJ 2 U UJ J 2 U N U UJ co Z Q 2 LU (2)-L6x4x5116 STEEL V. MFS ANGLE LINTEL CaSK-12 SK -11 f � �lAC;� SK -13 I-.__ 51gw -e &,I. x--11 N er• W � Qm�•a�' 3 �z�� ��B�r�r i��+ -- rS% Ctr- . +/ tf)-`X 3 if �.'-Uc7L-rpt, �xrs; %Ac; ( ►� [LS r} �f� t1j'ry�r�iJ eIq WFn0ow q. 0. 6-6" ' ' �" vc-�►%r �-/ SKETCH DETAIL SK9. NOT TO SCALE SK -10 J J O r— Lv N U CV ca I�U o a� ULQ z ^ 0 c 0� �750 E E �Z� U O N UJ �00>, � mEm 0 n �o:�oN 0 •3�U5 zU _J Q LU 0 �.. �d JUQ�'�c .�� cn� �NOc �,,�, Lu IJ � � -0 0 o z L� L9 r > (D 0 LU a- r, � , N C'30 <C �j�w 0U CLN � � CN 3 LO 0 3 0 LLJ W D O 2LU 01116 z O 0 0 a LU z a DATE: 2-26-2020 :1 VA IT UJ 2 U UJ J 2 U N U UJ co Z Q 2 LU MFS f � �lAC;� SK -13 / ��i'" D1A. x 511'' ta4y fit, � Qm�•a�' 3 �z�� ��B�r�r i��+ -- rS% Ctr- . +/ tf)-`X 3 if �.'-Uc7L-rpt, �xrs; %Ac; ( ►� [LS r} �f� t1j'ry�r�iJ SKETCH DETAIL SK9. NOT TO SCALE SK -10 J J O r— Lv N U CV ca I�U o a� ULQ z ^ 0 c 0� �750 E E �Z� U O N UJ �00>, � mEm 0 n �o:�oN 0 •3�U5 zU _J Q LU 0 �.. �d JUQ�'�c .�� cn� �NOc �,,�, Lu IJ � � -0 0 o z L� L9 r > (D 0 LU a- r, � , N C'30 <C �j�w 0U CLN � � CN 3 LO 0 3 0 LLJ W D O 2LU 01116 z O 0 0 a LU z a DATE: 2-26-2020 :1 VA IT UJ 2 U UJ J 2 U N U UJ co Z Q 2 LU Project name. Schleicher Residence Project name: 10315 W 33rd Ave Address: 10315 W 33(d Ave Address: 10315 W. 33rd Ave City. State. Zip: �J 2 C. 02-202020 City, State, Zip: Wheat Ridge, CO 80033 John arthur Drawn By. Drawing Number 02-20-2020 c o n s u 1 1, i in ' Date: SJS Residential Structural Engineers Drawn By: Phone 303.833.5659 Drawing Number: SK -10 ANGLE CONNECTION E-mail engineeringC�johnarthurconsulting.com TO FLOOR FRAMING - NEW 2x8 BLOCKING or �„ 2„ EXISTING 2x8 ' FLOOR JOISTS +It rr o - r jr GENERAL CONSTRUCTION NOTES: FDA. V44-LLc 811 9. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO • - b CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. • 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST + 12 `I %� SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT _ jl A x IN THE DRAWINGS THEMSELVES. \$4(v A )d• -+C+ , 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 3 if GMA M 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. l NN b-^/_%Tv46 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. Wkt/- Gvrcn.j& Cm.1G T:1t4 wju_ Residential Structural Engineers Phone 303.833.5659 E-mail engir)eeririg<<uj ohnar thurconsulting. c oin � SKETCH DETAIL SK10 r3 1 OJ NOT TO SCALE q0.0 Schleicher Residence Project name: Address: 10315 W. 33rd Ave City, State, Zip: Wheat Ridge, CO 80033 Date: 02-20-2020 Drawn By: SJS SK -11 ANGLE HEADER SECTION Drawing Number: I% r/ Schleicher Residence Project name: 10315 W 33rd Ave Address: 10315 W 33(d Ave &i0JVzS-*Ovod Meat Ridge, CO 80033 City. State. Zip: �J 2 C. 02-202020 Date: SK -1 3 A NG LE EASE PLATE sis Drawn By. Drawing Number SKA2 TRIMMER STUD CONNECTION Gvrcn.j& Cm.1G T:1t4 wju_ Residential Structural Engineers Phone 303.833.5659 E-mail engir)eeririg<<uj ohnar thurconsulting. c oin � SKETCH DETAIL SK10 r3 1 OJ NOT TO SCALE q0.0 Schleicher Residence Project name: Address: 10315 W. 33rd Ave City, State, Zip: Wheat Ridge, CO 80033 Date: 02-20-2020 Drawn By: SJS SK -11 ANGLE HEADER SECTION Drawing Number: I% r/ 40"" Mrl-i r�Glj,ttrl6l i Residential Structural Engineers Phone 303.833.5659 E-mail engineering@johnarthurconsulting,com OF eW,,577,46 i L, 0-;1 G J0&7F ��-- &-x/5,—,W6,, 2x8 T*0 NEW (2)-6x4x5/16 STEEL ANGLE LINTELS PROVIDE MIN. 4" BEARING at EACH END 21 SKETCH DETAIL SK11 1 OJ NOT TO SCALE 4xt0 f- fl- (Swvw 1W'CAT&'D TV ObNC POJ w� (q) - % ,, b l rr4. X �a ,. vvm6c A'Ja P+ .0 -Do 3 �"q" �1 MENS 1 r'JTV 6x� Cb. -C rb)j WA 0 SKETCH DETAIL SK12 NOT TO SCALE Project name: Schlelcher Residence ?,A c1- ® As 10315 W 33rd Ave r?"e) 0ee.?tool Qb,d -/?S- Ak"W P � &i0JVzS-*Ovod T— I P// Date �J 2 C. Drawing Number: SK -1 3 A NG LE EASE PLATE r 40"" Mrl-i r�Glj,ttrl6l i Residential Structural Engineers Phone 303.833.5659 E-mail engineering@johnarthurconsulting,com OF eW,,577,46 i L, 0-;1 G J0&7F ��-- &-x/5,—,W6,, 2x8 T*0 NEW (2)-6x4x5/16 STEEL ANGLE LINTELS PROVIDE MIN. 4" BEARING at EACH END 21 SKETCH DETAIL SK11 1 OJ NOT TO SCALE 4xt0 f- fl- (Swvw 1W'CAT&'D TV ObNC POJ w� (q) - % ,, b l rr4. X �a ,. vvm6c A'Ja P+ .0 -Do 3 �"q" �1 MENS 1 r'JTV 6x� Cb. -C rb)j WA 0 SKETCH DETAIL SK12 NOT TO SCALE Project name: Schlelcher Residence Address: 10315 W 33rd Ave City, State, Zip: Wheat Ridge, CO 80033 -2.20.2020 Date Drawn By: Drawing Number: SK -1 3 A NG LE EASE PLATE i r 1= b -r-pr5f i� r- 07 2 ` 2' _ Residential Structural Engineers Phone 303.833.5659 E-mail engineering(,t'johnarlhurconsulting.com 3/t(a MIN \— (q) - 1%L" >) (1), A it er 3+ � lL Lf 1 w& -v ^,4u— AmCw-oxii SKETCH DETAIL SK13. NOT TO SCALE 0 J J O ry r— Lv N U M- a N L (� 0 o Q) OC) �07 0EVW J LU U v V) yr m0 r)� O— 0U) r — C) 0ILLIzU < -1 C = a) JUQ"cn-_6c ■ ■� Cn Lv r\ N N >�■ Ww LL ��� �0 r >0 to /-,\ ��0 N N'3° E 30 Q UJ CN a. N O` 10 3 0 3 0 LL J W D O 2LU Ca z 0 0 0 a LU z I DATE: 2-26-2020 REV'D: Ldp UJ 2 U UJ J 2 U N U UJ co Z Q 2 (7 LU OF 18 NEW 18sf CANTILEVERED ADDITION - FINISH EXTERIOR ALL IN HARDBOARD, SMOOTH SHEET SIDING, 1x6 CORNER TRIM, 5/46 HEAD TRIM, 1x6SILLTRIM, 5/410 BOTTOM FRIEZE BOARD, 1x2 BATTENS, 3/8" SOFFIT & 1x FASCIA TO MATCH EXISTING -PAINT ALL NEW 6x6 PRESSURE TREATED TIMBER WINDOW WELL FOR NEW BASEMENT BEDROOM EGRESS -FILL BOTTOM w/ 3/4'71" CLEAN GRAVEL TO WITHIN 6" OF WINDOWSILL REMOVE 'E' 30x18 BASEMENT WINDOW, SAW CUT FOUNDATION FOR NEW WINDOW OPENING & INSTALL REINFORCEMENTS & PRESSURE TREATED BUCK -SEE ENGINEER'S DETAILS 4/9,1/10,2/10, 3/10 & 4/10 REMOVE EXISTING WINDOWS, SHUTTERS & SIDING & SAVE FOR REINSTALLATION. INSTALL NEW WINDOWS IN NEW LOCATIONS, REINSTALL EXISTING SIDING & SHUTTERS ALL TO MATCH EXISTING TYP-PAINT ALL 0 'E BRICK 'E' SIDING 'E' 'E' B 5 4 'E' ASPHALT DIMENSIONAL SHINGLES RF LED _- _. Y j 1� n. -� E' 72,X 6XO �_ 0X 6X 'E'BRICK W/ ROWLOCK SILL '.: 'E'BRICK FULL HEIGHT T.O. 'E' FINISHED 1ST FLOOR -- _.. s REMOVE 'E' BASEMENT L WINDOWS & INFILL OPENINGS w/ CONCRETE- T.O. OF'E' FINISHED BASEMENT FLOOR SEE ENGINEER'S DETAIL 3/9 VIL as --.a w -. 4 w —..e .. Sao arm .e . gra - :. � IMI �w 1 NEW SOUTH EXTERIOR ELEVATION (FRONT) ***ALL NEW WINDOWS & SLIDING DOORS ARE VINYL TO MATCH EXISTING' r NEW PRESSURE TREATED LANDING DECK & STAIR- 'E'BRICK CONFIRM TOTAL RISE OF CHIMNEY STAIR IN FIELD AFTER 'E'ASPHALTDIMENSIONAL GRADING IS COMPLETE SHINGLES 'E' SIDING i EXISTING TIMBER RETAINING z ,E, E WALL TO REMAIN -TAKE CARE NOT N 'E'BRICK TO UNDERMINE WHILE w 'E'BRICK CONSTRUCTING NEW TIMBER o 'E'BRICK WINDOW WELL T.O.'E'_FINISHED 1st FLOOR -- - to REMOVE 'E' CONCRETE STAIR & RETAINING WALL + Z THAT HAVE PARTIALLY t - COLLAPSED CID T.O.'E' FINISHED BASEMEN FLOOR z NEW EAST EXTERIOR ELEVATION (SIDE) 11 ve.._1._off REMOVE 'E' WINDOW & CUT'E' CONCRETE FOUNDATION WALL FOR NEW DOOR TO BE INSTALLED 'E'TIMBER RETAINING WALL EXCAVATE REAR YARD TO CREATE WALK OUT TO NEW REVISED 4-6-2020 PATIO. UNDETERMINED RETAINING WALL CONSTRUCTED BY OWNER UNDER SEPARATE PERMIT APPLICATION -NOT PART OF THIS PERMIT SCOPE OF WORK NEW SLIDING DOOR -REMOVE 'E' WINDOW, ENLARGE OPENING AND TOOTH IN BRICK OPENING w/ FINISHED ENDS 5 ASPHALT DIMENSIO SHINGLES 'E' E coto T.O.'E'FINISHE 'E' SIDING NEW 30 YEAR DIMENSIONAL SHINGLE OVER ROOFING UNDERLAYMENT TO MATCH 'E' PATCH IN BRICK, SAVED FROM DEMOLITION, WHERE OLD WINDOW WAS REMOVED - TOOTH INTO EXISTING TO BLEND NEW 18sf CANTILEVERED ADDITION -FINISH EXTERIOR ALL IN HARDBOARD, SMOOTH SHEET SIDING, 1x6 CORNER TRIM, 5/4x6 HEAD TRIM, 1x6SILLTRIM, 5/4x10 BOTTOM FRIEZE BOARD, 1x2 BATTENS, 3/8" SOFFIT & 1x FASCIA TO MATCH EXISTING -PAINT ALL NEW 6x6 PRESSURE TREATED TIMBER WINDOW WELL FOR NEW BASEMENT BEDROOM EGRESS WALL TYPES: 'E' EXISTING WALLS & ELEMENTS TO REMAIN 'R' EXISTING WALLS & ELEMENTS TO BE REMOVED 'N' NEW WALLS & ELEMENTS TO BE CONSTRUCTED luu' ' C 'E' SIDING BRIC IMNE 'E' ASPHALT DIMENSIONAL SHINGL _ *s= 8314' Sim� .E. ` E'BRICK LL - T.O. 'E' FINISHED BASEMENT -FLOOR BEYOND 'E' ASPHALT DIMENSIONAL SHINGLES ­ NEW_ WEST EXTERIOR ELEVATION (SIDE) 1 T.O. 'E' FINISH LOOR - 1 T;;_ �ss�- s es�e� a at... - a-:_..�` �� sac,. • -� �r �.w �� �i �» 1 4 5 6 6 16 0 4 NEW NORTH EXTERIOR ELEVATION (BACK) 11 1/8" = 1' - o" INFILL'E' OPEN VESTIBULE AREA w/ NEW EXTERIOR WALL. MATCH SIDING & TRIM TO EXISTING -tet` REVISED 4-6-2020 'E' 'E' SIDING ter- �� � .�� ■� GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETSIDETAILS PRIOR TO ROUGH. 'E' ELECTRIC METER & PANEL TO REMAIN -CONFIRM REQUIRED CLEARANCES ARE MAINTAINED PER CODE REMOVE 'E' CONCRETE STAIR & RETAINING WALL THAT HAVE PARTIALLY COLLAPSED. REGRADE AS SHOWN NEW PRESSURE TREATED LANDING DECK & STAIR TO CONCRETE LANDING PAD AT GRADE -SEE ENGINEER'S DETAILS/NOTES/SPECIFICATIONS ON DRAWING 1/3. DETERMINE TOTAL FINAL RISE OF STAIR ONCE GRADING IS COMPLETE J J o Q Lo _U ■�■� O CN CV C ca z� § a) Q LL Q 0 00 r 0 vp E E �z w v%o�a� v�/ m0 p u- O t p z U cn p • 3"500 -j Z -0 c: oE —� w Lu • i. � Q J U Q n -Q E ■ �a �N0 0)0 > ow -m W W ,_ LU a— coaq-, > �I. Q E N CN 0 • .0 QLr) CLCN w U d. N o, 22 3 r, 3 0CO 3 0 LLJ W O O 2Lu 08 z O H D D Q W Z I DATE: 2-26-2020 REV'D. LCL uj 2 U uj J 2 U N V uj co Z Q 2 uj OF 18 ' C 'E' SIDING BRIC IMNE 'E' ASPHALT DIMENSIONAL SHINGL _ *s= 8314' 'E'._� .E. ` NFA X80 ' 22" LIDI DOO °r° 'E' BR - j 27' i 'E'BRICK M -_ 391/ T.O.'E' FINISHED 1st FLOOR ir 'E'BRICK a I -T ,E,W -- J IN I G_ vim. ter` - • .,8 ®r s 0Amom- 1 1 - -4 .... T.O. 'E' FINISH LOOR - 1 T;;_ �ss�- s es�e� a at... - a-:_..�` �� sac,. • -� �r �.w �� �i �» 1 4 5 6 6 16 0 4 NEW NORTH EXTERIOR ELEVATION (BACK) 11 1/8" = 1' - o" INFILL'E' OPEN VESTIBULE AREA w/ NEW EXTERIOR WALL. MATCH SIDING & TRIM TO EXISTING -tet` REVISED 4-6-2020 'E' 'E' SIDING ter- �� � .�� ■� GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETSIDETAILS PRIOR TO ROUGH. 'E' ELECTRIC METER & PANEL TO REMAIN -CONFIRM REQUIRED CLEARANCES ARE MAINTAINED PER CODE REMOVE 'E' CONCRETE STAIR & RETAINING WALL THAT HAVE PARTIALLY COLLAPSED. REGRADE AS SHOWN NEW PRESSURE TREATED LANDING DECK & STAIR TO CONCRETE LANDING PAD AT GRADE -SEE ENGINEER'S DETAILS/NOTES/SPECIFICATIONS ON DRAWING 1/3. DETERMINE TOTAL FINAL RISE OF STAIR ONCE GRADING IS COMPLETE J J o Q Lo _U ■�■� O CN CV C ca z� § a) Q LL Q 0 00 r 0 vp E E �z w v%o�a� v�/ m0 p u- O t p z U cn p • 3"500 -j Z -0 c: oE —� w Lu • i. � Q J U Q n -Q E ■ �a �N0 0)0 > ow -m W W ,_ LU a— coaq-, > �I. Q E N CN 0 • .0 QLr) CLCN w U d. N o, 22 3 r, 3 0CO 3 0 LLJ W O O 2Lu 08 z O H D D Q W Z I DATE: 2-26-2020 REV'D. LCL uj 2 U uj J 2 U N V uj co Z Q 2 uj OF 18 LEVATION 4" KICK TYP INTERIOR ELEVATION 3/8" = 1' - 0" M c FINISHED END PANEL INTERIOR ELEVATION INDICATES NEW CABINET REQUIRED - MATCH EXISTING CABINETS GENERAL CONSTRUCTION NOTES: 9. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. WE Nil LL J W O O w 0�06 z O 0 0 a Lu z El DATE: 2-26-2020 REV'D: Lu 2 U Lu J 2 V N U Lu 06 Z Q 2 Lu 4% i cy) 0 r 0 U OF 18 O N U C N L0 /o z 0 0° � UI s U o 2 w r) uoU) o_o_ J Z C LuLu U C J N PO C LL u- o�p� L9 c 0 E N 0> 00 30 D <( r w m n Lo N r-, U cV O, 0 1 3 r, 0 3 3 DATE: 2-26-2020 REV'D: Lu 2 U Lu J 2 V N U Lu 06 Z Q 2 Lu 4% i cy) 0 r 0 U OF 18 INTERIOR ELEVATION 3/8" = 1' - 0" "ZEPHYR ZMDE42AS" HOOD w/ INTEGRAL LED LIGHTING-400CFM PLUS WILL REQUIRE MAKEUP AIR AND AUTOMATED DAMPER "KITCHENAID KGCU467VSS" 36" GAS COOKTOP/RANGE 18BC bo N 0 Z W c 5 + N W w w4x4, -* 00� 3 W18BC ASH ES 1 .� INTERIOR ELEVATIO 3/8" = 1' - 0" GENERAL CONSTRUCTION NOTES: 9. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. INDICATES NEW CABINET REQUIRED - MATCH EXISTING CABINETS SOLID SURFACE COUNTERTOP (BUTCHERBLOCK OPTIONAL) INTERIOR ELEVATION 3/8" = 1' -011 "ZEPHYR ZMDE42AS" HOOD w/ INTEGRAL LED LIGHTING-400CFM PLUS WILL REQUIRE MAKEUP AIR AND AUTOMATED DAMPER 4" O. 24B3D bo N N � + co cy N W w M Lo M INTERIOR ELEVATION FINISHED END PANEL TYP a• 600, ow J J 0 0 0 LLJ W D O Lu 08 z 0 0 0 a Lu z I "ZEPHYR ZMDE42AS" HOOD w/ INTEGRAL LED co N LIGHTING-400CFM PLUS N WILL REQUIRE MAKEUP _ AIR AND AUTOMATED DAM P E R 0 W 0 + co CJ SOLID SURFACE N WCOUNTERTOP � o (BUTCHERBLOCK ��W OPTIONAL) co 4•• O. H . co _ 26 FINISHED END PAN-EL—TY-P-1`o, INDICATES NEW CABINET REQUIRED - MATCH EXISTING CABINETS SOLID SURFACE COUNTERTOP (BUTCHERBLOCK OPTIONAL) INTERIOR ELEVATION 3/8" = 1' -011 "ZEPHYR ZMDE42AS" HOOD w/ INTEGRAL LED LIGHTING-400CFM PLUS WILL REQUIRE MAKEUP AIR AND AUTOMATED DAMPER 4" O. 24B3D bo N N � + co cy N W w M Lo M INTERIOR ELEVATION FINISHED END PANEL TYP a• 600, ow J J 0 0 0 LLJ W D O Lu 08 z 0 0 0 a Lu z I DATE: 2-26-2020 REV'D: uj 2 U uj J 2 U N U uj co 0 U W 0 D r cy) 0 r OF 18 WE O N U C CN L() c1 � o z co co 0 E U o Lu r) o U o U) . :50 WJz-0t Lu •��� JUQ-�,�E co o H LL 00.0 N T 0— t`� (:D �} 70 �? 0 N E N Q 3 o 0 CN E <( CN w m Lc) CV 0, � 3 r, 0 3 3 DATE: 2-26-2020 REV'D: uj 2 U uj J 2 U N U uj co 0 U W 0 D r cy) 0 r OF 18 WE GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETSIDETAILS PRIOR TO ROUGH. ... HARDWOOD J J mom=� o rv() r— N U EOOz 0('v C co N CO ZJ OE � �C 0 w Z Lli0H 0� DATE: 2-26-2020 REV'D: Lu =0 M 0 Lu 0 LL W J W 00 =io � U QU � N 08 o V (Lm W o Lu > Lu 06LO � Z Z rEm Q (my) = O = Lu it; OF 18 0 r— N U C N CO 0 z 0� U co E E vol Q)— w �LL0-0. OJzc-0C • 3 '� 0 Ww'c�� _J � N � C C �.�0 LL H o�0 � � � T c r,�@�� 0 " .��,o N �' 3 0 0 Q � CL U N O, o 3 0 3 3 DATE: 2-26-2020 REV'D: Lu =0 M 0 Lu 0 LL W J W 00 =io � U QU � N 08 o V (Lm W o Lu > Lu 06LO � Z Z rEm Q (my) = O = Lu it; OF 18 GENERAL CONSTRUCTION NOTES: 9. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLYREAD ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. co N M 1 INTERIOR ELEVATION 2 INTERIOR ELEVATION 3 INTERIOR ELEVATION 4�I IORELEVATION 3/8.. = 1. _ 0,, 3/8" = 1'- 0"/8" = 1' - 0" 3/8" = 1' - 0" INTERIOR ELEVATION 3/8" = 1' - 0" INTERIOR ELEVATION 3/8" = 1' -off S rz _V U) LU 0 0 LuQ J DATE: 2-26-2020 REV'D: uj ir m oLu mr J W co 0 � U QO Lu cl) 0 06L o Liu �o zLo Z� a = o = uj OF 18 1 PATIO ABOVE GENERAL CONSTRUCTION NOTES: 9. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CON TRACTOR/SUBCONTRACTOR TO THORO UGHL Y REA D ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. L T 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. 5. CHECK ALL SHEETS/DETAILS PRIOR TO ROUGH. UNEXCAVATED GARAGE & SHOP ABOVE 0 1 16 EXISTING BASEMENT AS—BUILT PLAN 1/499 = 1' - 0" NORTH T 0 LL J W 0 0 2 w 0� 06 z 0 F_ 0 0 a w z Q O ry N U EmO z C m 0 oE Z� ■ w C LUZ = y >4 � Lu Wy E � 0 LL J W 0 0 2 w 0� 06 z 0 F_ 0 0 a w z Q DATE: 2-26-2020 REV'D: Lu 2 U Lu J 2 U cl) U Lu od Lu Z Lu Q 0 U Lu C� D KA1691 O N U C N Lo (zn v o c Cf)r) E E Uo�a� Lu p ��� U) Q J Z W U : q5 _6 _1 N N (y) C C � 0 LL �Lo 00 c r) �. 0 E N 0'3° .Ivy=3� Q :D 0 < N a- w Q CL Lc) N N LoN47 0 3 DATE: 2-26-2020 REV'D: Lu 2 U Lu J 2 U cl) U Lu od Lu Z Lu Q 0 U Lu C� D KA1691 GENERAL CONSTRUCTION NOTES: 9. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2, CONTRACTOR/SUBCONTRACTOR TO THOROUGHLY READ ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NO TES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. EXISTING 1st FLOOR AS -BUILT PLAN JNORTH 17,1 114" =1' . 0" r GoA 1100 ow J J Cl } 0 0 �y rvo Q � pc J z = Vi mO 0 EZJ wa CuJ UJ y °w >11 ca !!z V LU r) Q J 0 LLJ W D 0 2Lu W, IE N N �co conE 0 U += ' E u-0�0 Jz_� UQ Q C co co �.f� r, > � 3 oQ ( 3 .?0 Law N� N� n co O co u DATE: 2-26-2020 REV'D: �1 Lu I U Lu J 2 U N U Lu L Lu Z ui Q L M M (y) (y) 0 0 co 0 U Lu D II i EXISTING SOUTH ELEVATION (FRONT, EXISTING EAST ELEVATION (SIDE 1/8" = 1' - 0" =mw GENERAL CONSTRUCTION NOTES: 9. CONTRACTOR/SUBCONTRACTOR TO VERIFYALL EXISTING CONDITIONS, DRAWINGS AND DIMENSIONS PRIOR TO CONSTRUCTION AND COORDINATE WITH OTHER SUB -CONTRACTORS. 2. CONTRACTOR/SUBCONTRACTOR TO THOROUGHLY READ ALL STRUCTURAL ENGINEERS GENERAL NOTES. ALL SPECIFICATIONS MUST BE FOLLOWED WHERE RELEVANT AND/OR APPLICABLE, OR REQUIRED BY CODE. MOST SPECIFICATIONS ARE CONTAINED IN THESE NOTES AND NOT IN THE DRAWINGS THEMSELVES. 3. ALL HEADERS ARE (2) 2X10 UNLESS NOTED OTHERWISE. 4. BUILD AS PER 2018 INTERNATIONAL RESIDENTIAL CODE. �4111111115a:Ix0l:w_11�l:1:1 =11&'il•]=1r_1I W1111,0[•]:iC•]:%11LL9:1 EXISTING WEST ELEVATION (SIDE 1/8" = 1' - 0" EXISTING NORTH ELEVATION (BACK 1/8" = 1' - 0" FF A10 ow *wo &md El DATE: 2-26-2020 REV'D: OF 18 O N � C CV Lr) 00 Q) 10 p lfo� Q) z _u U oc coo E E IF) Uo O ��E� Ll- 0— 0 _ _ . : -0 c wW • 0 J h N c C 0 H UL apcr) L?c � N Oo c/) NN<3o 0 —� c) - N .� Q �j (V O, LOco� 3 r. 3 DATE: 2-26-2020 REV'D: OF 18 City of Wh6atR. d COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: gin( A General Contractor: fy "-, vn;-< i vx Company Name: Contact Phone #:;, Wheat Ridge Contractor License #: r�2b�.�5 �l (required field) State License #: ` gr-� o !:-I t g Master License #: Q <� S csr r, —1 Printed Name of Authorized Agent Signature of Authorized Agent Date PERMIT: - ADDRESS: (U��✓ 3�`I {��rf, JOB CODE: INSPECTION RECORD q/Q Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS -1 ", 4 or, OR - �' � � 33"�`�J� Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous 101,15 Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 101,15 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i City of Wheat Ridge Residential Roofing PERMIT - 201708106 PERMIT NO: 201708106 ISSUED: 10/09/2017 JOB ADDRESS:. 10315 W 33rd AVE EXPIRES: 10/09/2018 JOB DESCRIPTION: Residential re -roof to install Certain Teed asphalt shingles - 26 SQ Pitch = 4/12 *** CONTACTS *** OWNER (720)663-1173 SCHLEICHER ERIC C SUB (303)670-0257 Rick O'Brien, Brad Kay 020702 B & R ROOFING, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,896.00 FEES Total Valuation 0.00 Use Tax 228.82 Permit Fee 220.15 ** TOTAL ** 448.97 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. .--1( PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201708106 201708106 ISSUED: 10/09/2017 10315 W 33rd AVE EXPIRES: 10/09/2018 Residential re -roof to install Certain Teed asphalt shingles - 26 SQ Pitch = 4/12 I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performe hat all work to b7 performed�s 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offcial and is not guaranteed. 4. No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation 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. Dane Lovett .-::;,2 6 / % S-- � 6 From: no-reply@ci.wheatridge.co.us Sent: Thursday, October 5, 2017 10:23 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION 1 L_ Property Address 10315 W 33rd Ave. Property Owner Name Eric Schleicher Property Owner Phone 720-663-1173 Number (enter WITH dashes, eg 303-123-4567) 17 0 0 Cf Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed IMG 20171005 081147690 Contract CONTRACTOR INFORMATION Contractor Business B & R Roofing, Inc. Name Contractor's License 020702 / Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-210-7925 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 3901 Mossy Rock Lane Evergreen, CO. 80439 (Primary address of your business) Contractor Email Address ricko293@hotmail.com Retype Contractor Email ricko293@hotmail.com Address DESCRIPTION OF WORK TOTAL SQUARES of 26 the entire scope of work: Project Value (contract 10,896.00 value or cost of ALL / materials and labor) Are you re -decking the No roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or / 18 both? (check all that apply) What is the specific pitch 4:12 of the PITCHED roof? How many squares are 26 part of the PITCHED roof? Describe the roofing Certain Teed Landmark IR materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional House detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 19 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Richard O'Brien Email not displaying correctly? View it in your browser. 20 E &R RooI Comm "'al & Res;df al ' (303) 670-0257 3901 Mossy Rock ■ Evergreen, CO 8( Name 3 3, Address City, State, Zip i I WOOD SPECIFICATIONS Date ' 71C-��3–//73 Phone se, (L Contact COMPOSITION RE -ROOF ESTIMATE - REPAIR -�E-ROOF NEW CONSTRUCTION i 1. Tear off la ers from existing roof and haul away. 2. A DECK REPLA I EMENT� remove and replace s . ft. of - O i p q @ $_ I per sq. ft. onto original deck structure; (B) JOIST REPAIR; Reinforce LF. ( $ per linear ft. onto existing rafter. 3. Apply in shingle fa+on, layer(s) of felt underlayment.. --- -18" Lace Felt (wood only). ,-4. Install Ice & Water Shield at weaveszc,.�cc" aLsEIlleys __L_�ntire roof deck. 5. Install edge metal -rim at eaves _+-lakes. 6. Install starter cour$e at eaves; end bleeder strips along rakes. 7. Re -roof with C' T Z"N'o � /�' shingles. _ 8. Color selected is to be plc –z— �`"' � %�> Mf t_ '�; LE 40 - 9 - i�'i0. -✓11. _- 12. 13. CertificatE This propos Company o Company is Replace pipe flashing. __ eplace step flashing. /r'E t�,yLE year anufacturer warranty on materials. "C Z year arranty on all labor performed. Extras: l _011 11.1/L1 L' i Payment terms: i i % upon delivery of materials. i upon completion of work. s of Worker's Compensation and General Lab#* Insurance are available from our carriers upon request. (i i TOTAL PRICE.. Do 1'/0, M includes all taxes, licenses and permit. al is subject to the Additional fly upon written acceptance licensed and insured. The Provisions on the backside of this page. This proposal is conditional and shall become binding upon the by its president or upon commencement of actual performance of the work, whichever occurs first. The cost of usual building permits and sales taxes are included in the price shown. 1 B & R Roofing, Inc. By: \ (•�� �l /' c; -/Vp WUUU & WIVIPU511IUN HE-HUUI t SPECIFICATIONS: REPAIR -1-4E-ROOF - NEI 3. 4. 5. 6. Tear off l layers from existing roof and haul away. IMAI E CONSTRUCTION (A) DECK REPLACEMENT; remove and replace sq. ft. of @ $ per sq. ft. onto original deck structure; (B) JOIST REPAIR; Reinforce LF. @ $ per linear ft. onto existing rafter. Apply in shingle fashion, l layer(s) of �� felt underlayment..� 1 8" Lace Felt (wood only). C�Ge5E-1 Install Ice & Water Shield at WeaveZs`'L�Ileys .-entire roof deck. Install edge metal trim at waves --fakes. Install starter course at eaves; _end bleeder strips along rakes 7. Re -roof with C �� ==� 8. Color selected is to be c��= 9. Replace pipe flashing. replace step flashing. year manufacturer warranty on materials. year warranty on all labor performed. 12. Extras: Jy Ll 13. Payment terms: % upon delivery of materials. Up % upon completion of work. shingles. U iJI04L Certificates of Worker's Compensation and General Liability Insurance are available from TOTAL PRICE: M °- includes all taxes, Ii This proposal is subject to the Additional Provisions on the backside of this page. This proposal is conditional : Company only upon written acceptance by its president or upon commencement of actual performance of the Company is licensed and insured. The cost of usual building permits and sales taxes are included in the price B & R Roofing, Inc. By: Sales Representative ACCEPTANCE OF PROPOSAL The above specifications and price are satisfactory, and this proposal is hereby accepted. The same now con; work as specified, which offer can be accepted either in writing or by commencing the work, whichever occurs above, purchaser shall also pay for or reimburse Company for any unusual permit or similar fee required by to DATED: Purchaser Approved by: President upon request ses and permit. I shall become binding upon the rk, whichever occurs first. The tes an offer to the Company to do the t. Payment will be made as outlined authorities. ACCEPTANCE BY B&R ROOFING, INC. I B & R Roofing, Inc, hereby agrees to perform the work as specified above, for the price listed above. � � � } 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: / (% J K Permit Number:Cil7(�'��< X11, ,- ❑ No one available for inspection: Time 7 AM/PM Re -Inspection required: Yes Mo ' When correcfi ns have been made, call for re -inspection at 303-234-5933 Dater 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: 4" Job Address: � J -/7 Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date!' / �� Inspectorj� DO NOT REMOVE THIS NOTICE IMIM Complete all information on BOTH sides of this fore � .• Certificate Of Coupletion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201400201 Issued: 10/10/2014 Stipulations: Interior Remodel; Kitchen, Baths, New Flooring, Drywall Repairs and New Windows. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: REI CAPITAL LLC 10315 W 33RD AVE WHEAT RIDGE CO 80033-5612 Contractor: Scott Beasley 16748 E SMOKY HILL RD AURORA CO 80015 For the Following Purpose: Residential Remodel Cod; e.,Editions NO change shall be made in the USE of 01 012 ICC/2014 NEC this building without prior notice A, 2006 ICC/2011 NEC and a new Certificate • Completion 2006 ICC/2005 NEC from the City of Wheat Ridge. Other g Inspec Zoning -- A --- (:Eini st r Etor IFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES CITY OF WHEAT RIDGE Building In t • InspectionType: Job Address: Permit NM 0 • CITY OF 1s Building Inspettion Divisio ! * r s S ! - 1� Ins pe c tio n T y pe : • • Add ress: P ermit I FOR OFFICE USE ONLY V2, I Address: Complete all information on BOTH sides of this form ArchttectMogineer E-mail- P1101W.- . FULF Stu's Ilona Amps Squares r ci 0 0 0 / M M3 60 60 CO C7t —� C33 m CCy co -4 m OD 00 -� Cm co 00 CGS C5s i .A t47 �'i Glass less than 60" above tub floor is required to bVe safety glazed, Walls in shower shall have non- _U r� ; 1, 1-� A%' �I'kn floor. UOSO C111, II S Carbon monoxide detector(s) required withrn 15 P, of all sleeping areas. Sinop e alarms shall be required in each sleeping room and outside each sleeping area per 2006 IRC., Section 3f 3p Direct connect smoke mar are- required, Outlet type, location and spacing shall comply with 2006 IRC and 200-5 NEC. Mini-nunn -50 CFM exhaust fan vented to exterior shall be provided in toilet rooms and batbroorns. Shutoff valves required on lavatonies and water closets, A minimum of 2 1 " of clear space is required in frOnt of" lavatories. Minimurn 30" clear area for toilet is required with mininiunn 1 - from each side. 'dewa on� center to sl wall Water ham-rner arrestor shall be installed at quick closing valves 2006 IPC 6049. FOR Building r it Application PleasecoMP10te,111 highlighted arms b cif this form r r- OmPlot e *Wfoaflons may oot be p s .. Addre Complete all information on BOTH sides of'this far Seq. FULF Stews Gallons Amps Squares Other INSPECTION RECORD occupanc "� . INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. I S I l�) ' i )1)')1z1 INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR. Electrical (Underground) Plumbing (Underground) ROUGHS Lath / Wall tie Mid -Roof Electrical Service Rough Electric. Rough Plumbing Gas Piping Rough Mechanical Framing Insulation Drywall Screw INSPECTIONS TO BE FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping - SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER "4' City of Wheat Ridge Homeowner Roof PERMIT - 110281 PERMIT NO: 110281 ISSUED: 03/21/2011 JOB ADDRESS: 10315 W 33RD AVE EXPIRES: 03/20/2012 DESCRIPTION: Reroof 25 sqs with 30 yr dimensional shingles * ** CONTACTS * ** owner 303/274 -5839 Gladys DiLorenzo ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0813 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 6,425.00 FEES Permit Fee 156.75 ,,✓✓)) Total Valuation .00 Use Tax 115.65 y ** TOTAL ** 272.40 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, except electrical, without the assistance of hired or professional workers. Consultation and courtesy inspections will only be performed with the homeowner of record. 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. Subject to field inspection. 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. CONTRACTOR (Circle one) ' City of Wheat Ridge ]�� Homeowner Roof PERMIT - 110281 PERMIT NO: 110281 ISSUED: 03/21/2011 JOB ADDRESS: 10315 W 33RD AVE EXPIRES: DESCRIPTION: Reroof 25 sqs with 30 yr dimensional shingles 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 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, any violation of any provision of ny licable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field ins Signature of Or f B. lding Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. w � I City of `0'� Wheat.,id�e COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 ` Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application il)3iS W 33E� A* Wheal Rdig, (o goo-33 Date: Plan # Permit # U2 Property Owner (please print) Glot4lS Di LDrmt,& Phone: 3Ll '4 4 - 5j9.69 Mailing Address: (if different than property address) Address: SIn9d As Aboy City, State, Zip: Contractors City License #: Phone: Electrical: Plumbing: Mechanical: City License # City License # City License # p _xf n 2) tkSIALL ICE 4,WAT R- 91I)ELO j9WtA WAVES }� 2` INS +Ile EYr WAw Contract Value: 3) I+JSFALL ppi? ebL,61?LAs141NL1 115 ALL CAVES. $ 4)SR*A,� IN CONMUANCE WI CI'r^/ CDDES. t INs(ALIG' D IN ACCDAPW a To Q V4 9 MA1J4FACR4aERS (TD)DIiLhA, S . Review Fee (due at time ofsubmittai): 5) CALL CI y7b SMPIIVLf fD;LA HOAL- 1NSfCGTlDA1 $ Squares 5 BTU's Gallons Amps Sq Ft. 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. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) cf (OWNER) (CONTRACTOR) SIGNATURE: Bldg Valuation: r' INSPECTION RECORD Occupancy/Type { ' INSPECTION LINE: (303) 234 -5933 €.~ Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business Awl F" INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS:' Footings /Caissons Stemwall /. (CEG) Concrete Encased Ground 'Reinforcing or Monolithic Weatherproof French Drain Sewer Service Lines, ' Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. -POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) r DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED 'ROUGHS <; :Sheathing Lath I Wall tie Roul Gas <, Rouc Frarr t" •' PROTECT �t FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R'.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & LandSCaping _ TE.�ILLJTEAM -h IST BE- - OMPLETED- AND - APPROVED -I3Y PLANNINO AND- ONING, ILDM G s1NDP -U9Ll -- G- 12V- OR�SS.BEF1?RE.� . '.CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A- CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. KATE OF OCCUPANCY IS ISSUED THE WEATHER ♦ 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: ~r' `i Job Address: 1(n?i ic%, l Jnd' l~^ Permit Number:% i i ,~r ppp, 1 ~D2t~h9 ;f(If { KGtCr fifk " ❑ No one available for inspection: Time 7'.00 AN1 PMT ` Re-Inspection required: Yes No ' When corrections have been made, call for re-insaction at 303-2345933 :Date: 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: rv rx J Job Address: 163(5 61, Permit Number: r)C O- dPr llf ,J m to ❑ No one available for inspection: Time ` a AM M Re-Inspection required: Yes Mo) "When correction have been made, call for re-inspection at 33003-234-5933 Date: fs~.3-(fT Inspector: ft , ~f fkJ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 092925 PERMIT NO:- 092925- ISSUED:. ..10/01/2009 JOB ADDRESS: 10315 W 33RD '.AVE EXPIRES: 03/30/2010 DESCRIPTION:. Reroofc 27 sqs CONTACTS owner 303/274-5839 Gladys DiLorenzo SUB 248/594-3188 01-9232 Belfor USA Group, Inc. **S PARCEL INFO ZONE: CODE: UA .'USE: 'UA SUBDIVISION:. 0646 BLOCK/LOT#: 0/ **FEE SUMMARY ESTIMATED PROJECT VALUATION: 10,000.00 FEES Permit Fee 235.70 z--, Total Valuation .00 t~ + ~t Use Tax 180.00 TOTAL 415.70 Conditions:' 6 nail installation mid-roof inspection required. Boardsheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield. required from eave edge to 2'.':inside exterior walls." Subject to field inspection. I hereby Certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,: rules or regulations of the city of wheat Ridge or covenants, easements or restrictions. of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge: Building Code F(I.B.C) and all other applicable Wheat R ge Ordinances, for work under this permit. Plans subject to field inspection. signature of contracto weer date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the -State of Colorado and to the zoning Regulations and Building Codes of [cheat: Ridge,' Colorado or. any other applicable ordinances. of.. the City.,.. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received.. prior to expiration date. An extension maybe granted at the discretion of the Building Official. 3. If this permit expires, '.a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage :problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor anapproval of, any violation of the provisions of the building codes or any other ordinance, law;: rule or regulation Al lpl r w is subject to field inspections. Signs .Chief Building. official "date IN ECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855= REQUESTS MUST BE MADE 13Y'3PM ANY BUSINESS.'. DAY FOR.: INSPECTION THE.: FOLLOWING BUSINESS DAY. yoF"'"TR,o City of Wheat Ridge Building Division Date: ` m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Plan o ° Inspection Line: 303-234-5933 °toltao Permit Building Permit Application Property Address: J~~15 141 - d Property Owner (please print): Mailing Address: (if different than property address) Address: City, State, Phone: a/27¢-, Contractor: 0~ ~5-11 Contractor License / q23,2, Phone: -003r-`r2 h `770 Sub Confrictors Electrical City License Company: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ fie. 6490t 08 Descrii pt! on of work (as calculated per the Building Valuation Data sheet) !/7Sl~ 2euv Plan Review (due at time of submittal): $ (/1.:5/c1G/ ~ p~1S GO.~n, \~,~tl re~'Y/ E~ 3 -~~5 Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) ONTRACTOR or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: SIGNATURE: Date: Bldg Valuation: $ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-270 Date :2/6/95 Property Owner : DILORENZO RAYMOND R Property Address : 10315 33RD AV Contractor License No. : 17152 Company : Precise Plumbing Phone: 274-5839 Phone : 534 0881 OWNER/CONTR,4CTOR 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : REPLACE WATER HEATER Construction Value : $380.00 Permit Fee : $15.00 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $15.00 Electrical License No : Plumbing License No : Mechanical License No Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : mmm, Is omimPl3mm (1) This permit was issuetl in accordance with ihe provisions set forth in yopur appliwlion antl is sub"ect to the laws of the State of Coloredo and to the Zoning Re9ulations and Building Code of Wheat Ritl9e, Colorado or any other applicable ortlinances of t~e City. (2) This pertnit shall expire it (A) the work authorized is not commenced within si~Ay (60) days from issue date or (B) the building authorized is suspended or abantloned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half ihe amount normally requiretl, provitled no chan9es have been orwill be made in the on9mal plans and specifcations and any suspension or abandonment has nol exceetled one (1) yeacIf changes are made or if suspension or abandonment ezceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will chanqe the naturel Flow of water causing a tlrainage problem. (5) Contrec[or shall notiy the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before (6) The issua9Fz f a permit or the approval of tlrewinqs and specifica6ons shall not be consUUetl to be a permit for, nor an approval of, any violalion of the provisions of the buifdin codes AYany other ordinance,.law, rule or regulalion. Chief Vuilding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPEMENT Application Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : fi4„ 2 CP Phone : Property Address :`p 3 Z~L y/ Contractor License No. : Company : ec,`52- Phone : _t~_3 y 05-3'/ ~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applicalion 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 olher applicable WheayRidge ordinances, for work under this peRnit. (OWNER)(CONTRACTOR) Description : `._p 1~1 / Construction Value : 3 a_o ~ Permit Fee : lS - Use Tax : 5~s Total : BUILDING DEPARTMENT USE ONLY jffffKaMnM' Approval : Zoning : ~~k~CAm eli s;y . Approval: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company: Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approvai : (7) This permit was issued in accortlance with the provisions set Forth in yopur appliwtion and is subject to the laws of the Sfate of Colo2do and to tlre Zoning Regulations and Builtling Cotle ot Wheat Ritlge, Cobrado or any other applicable ortlinances oF the City. (2) This'permit shall expire if (A) the work authonzetl is not commenced within sizty (60) days from issue date or (B) the building auUOrized is 5u5penCeO or abantloned for a period of 720 tlays. (3) If ihis permi[ ezpires, a new permR may be acquired for a fee of one-half the amount normalry requireq provided no changes have been or will be made in the original plans and specifralions and any suspension or abandonment has not exceetletl one (1) year. If changes are made ot if suspension or abantlonment exceeds one (1) year. full fees shall be paitl for a new permit. (4) No work of any manner shall be tlone ihat will change the naWral flow of water rausing a droinage problem. (5) Convactor shall notify the Building Inspector lwenty-four (24) hours in advance for all inspeclions and shall receive written approval on inspectian caN before proceediing wifh successive phases of the7'ob. ,(6) The issuance of a permit or the approval of drawings antl specifications shall not be consWetl to be a permit for, nor an approval of, any violafion of the provisions ot the buiitling Cotles or any Olher ortlinanGe. law. mle or regulation. Chief Building Inspector For Mayor THIS PERMIT VALIO ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL• 234-5933 24 HOURS PRIOR TO INSPECTION W N ~ ~ Z F- ~ ~ W d F Z W ~ aZ ~oO WFn J >-O W ~U ~O - W F-p0 Z ~ U ~aa ~ 0 N W U ? X: O Z Q zE } LLJJH ~5u~ ~ m I Q a I LLJ ~ X O W m ~ O Z a W Q ~ L N ~ X ~ W N w~ N M A N 0 a U 2 2 Q W O ¢ U oQ 0 Q ~ 0 0 N ~ W Q O O w z J F K 0 ~ ~ 4 N W i f n i 7 ~ W ¢ ~ U 7 K N ~ W 0 O z N w Z O LL ~ 1=- 2 p 2 ~Q wF mV O p N ~ a ~ O U N ~ U W Q Y m N F W K y ~ f ~ O z > ~ W N ~ N F 9 Q ~ K z O w Z J Y r ¢ 0 a 0 a N W ¢ Z r~ N y N ~ ~ Q = W z a z 50 ~ °a ~ Z 6 x 1- i f W W o mO ~ z N N 2 Q Z ~ J f- F o$ u~ N Z SFa N =5 N O 0 z 0 ~ U W a N LLj z~ c~ r z x ~ m z W = W Z H a~- m o Q z F V °x Q z` 0 N Q ~ F _ > z UzN C a Y ~yo J J z LL a~- w U~z F3N 0 W a O J c~ W o F z Q (9 w ° Z r m~g ~ Q LL J a i ¢oao r LL ~ w Z a ~ OaX w w F ~ J Q ~ U 3 J m F- J aJ~ 'a~a ao ¢ U J a a Q N F 0 0 ~ w ~ w a a m m m m N W J a c'J y 2 L) 4 o z 0 ~ ~ y a H Z w o U p W ~ u W K 3 f W O U ~ ~ o r a ~ Q W J 0 H 2 ~ ~ a = 0 rc rc 8 a w 2 S f a R M F o Z N cr a N Z O Z N Q] ~ N m 2 N ~ W ¢ J t /1 g J m p Q = W Z ~ ~ ~ w W x a m r w 0 = 3 a o J N LL N O x ~ O W N Z R F- S 3 S H LL 3 3 m N 41 U' 3 Q O li ~ N O ~ a ~ ~ W W N K J J J W ~y w m a a N m ¢ a w N f f N g Z w m 3 J Q N w co co ~ a Z U C, ~ ~ W . w u ~ . w U w c~ m ~ y w ~ O ¢ W $ C~J 2 n W ~ ¢ Q V > 2 N 'm Vl Z. 0 W F yj ~J = a W . j u rc N 2 O O f 3 a = 3p ~ z a S Q ~ F 2 U J Z 6 ~ 1 3 N ~ Q f N g ~ a g ~ ~ W ~J- in W rL m N V N ~az W X>O W O F- u~'i < < w i m ? w ¢ Z J Q O > ~ = O ~ J a F' p- N U 2 ~ . ~ M ~a ~O I~ v L o ~ ~ LM ~ w W o W W J ~ x O ~ ~ m a g Q a ~ x w ~ a w d ~ U 7 ~ o n o 0 3 o c a°u E n a~ E o m O 3° E c 0 ~ = U o ` ~ O V O O m O~ O L O M L a m° a~~° 3 i c o~ o° f o 0 o c° a y o 0 o-c p ~1 O ~ T W O ~ V f ~ L p V~> o ~ 6 ` R o V r 0 O ~ T O ~ C V u a a ~ c o o b O c o N~Z V ~ C O- O p V < < O O ~ O E 7 d O 0 n .a n ~ ~ ~ O z ~ ~ ~ W Q. ~ z w ~ aZ W y J > - O W > U p O 2 F K ~U i faW O N u?3 0 L) L~ Z O Z O T W J F- ~~U ~ ~m I ¢ aa a > m m 0 Z X 0 O N' W m Z w a 3 Q ~ Z' N ~ ~I X J y W > w< m A N N ~ j J ~ W a U a N 3h ' ~ 1'7 Da U a y V W W W ~ 3 ~ = Z H 0 ¢ a v 9 ~ ci z w W 0 N j U W a U ~ N ~ ~ W J ~ 3 ~ ~ R N \ 1 ¢ ~ M 0 W ¢ U w ~ O ¢ W W Q V- ~ } m Z ~ H O 0 U a U a -z + W 2 f R ~ ~ ~ W Z r N 'n L ~ u w ~ U K N K w H 0 O 2 0 N W Z W wo LL = F Z oQ w f, m V = O a ~ Q U N F Y W ~ Y m N F w ~ N G S rc i LL W N 0 ~ v ~ u ~ ~ ~ 3 ~ V 0 M N 0 z O U W ~ F N ~ ww y Z ~ Z ~ FOQ Q 2 ~ ~ m Z 2 W Z ~ ¢ a - >3 2 MM O Q z w j Z p y Q J f 2 w U z v+ a W ay K ~ ~ o d J O J z LL = QO- y UsU Z ~ o y ]t N F W F ~y \ yj p J U ~ w W o~ N W z Q t = W ? F S h 2 ¢ m ~ ~ ? ~ ¢ 00 w Q j J i y z b x t9a O w p ~ LL r 5Z Z~a N m N Q a X Z W ~ ~2 J 2 D a~3 Y V m c- ~s ~ W o $ a ~ w LLa Qoa Q O z U J N = a S O ~ a h N =S ~ N 0 N x W f- w r ~ 4$ a Q m m m m y w J S CJ y = 0 o z 4 3 e N 2 ~ o U M 2 W ~ W f ¢ W V 0 O Q ~ V U 3 f Q V W = _ ~ . ~ 9r ~ ~ O > J ~ ~ W m a o 1~ ~ F W 2 _ r V rc 1~1 N ~ Z ~ N ~ a u~i Z o f ~ W N m ~ = N W p m O Q y w z F Q J V ~ m f W ~ ~ W I 3 = Q l J N LL N ~p p f 1=ll F O = 2 f O 3 S ~ a Z W 3 S J f ~ 3 3 m ai (n o 3 a o ~ ~ y o ° ~ J W V W N O m w - LLI m w ~ y V Y d N 2 2 N R Z ~ 2 2 Q Q N O Q U N ~ i w U 0 W co N (13 K Z 21 ~ > V c 9 O ¢ H N U j W Y Q V ~ W N m N Q ¢ N O K ~ O LL) V W 2 Rp w W U0 Z 0 y W ~ 0 Z y W J 2 ~ f. W j Z N Z O l O ~ a ~ w f w 2 = U ? J w S 3p 2 f- ~ LL ~ 3 ~ N ¢ f o Q o'I f . N ~ J Q O 2 W" r ~ N W N ~ Z y W Xa0 rc ` ~ wp j ~ P Z a 2 ~ 8 y N m G e ~ t A Q ? i Nn v ~ 2 O ~ > I J S Z I ~ d U U 0 ~ w W WW ~ LLJ ~ x ~K m _j aa a W ~ O N= d :D v Q U p _ ~ c E o« n~, oy o_ o o o m o 3^ ° ^ o~ o o m o O V y O M L O a~~ p~ 4 O O O C ; o w o N ~ ` o« c O t p V«> O ~ ❑ G..._ . N ooI I P V N N 0 ~ ~ J