Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
4050 Ammons Street
From: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Residential Window/Door Replacement Date: Monday, June 13, 2022 3:46:21 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. PERMIT APPLICATION Residential Window/Door Replacement This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION Property Address 4050 ammons st Property Owner Name john Baca Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address 720-448-3154 Field not completed. Attach City of Wheat cc auth baca.odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business seiler construction Name Contractor's License 180220 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-945-1519 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email mbeaudoin@renewalcolorado.com Address Retype Contractor mbeaudoin@renewalcolorado.com Email Address DESCRIPTION OF WORK What is being replaced Windows Number of window 5 and/or doors being replaced Location of 1 kitchen, 2 plant room, 2 living window(s)/door(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): What Is the u -value of .30 or better(custom windows) the window(s)/door(s)? City of Wheat Ridge requires the u -value to be .30 or better on windows.. Attach copy of baca specs ndf window/door cut sheets showing sizes and u - value Attach any additional Field not completed. documentation Attach any additional Field not completed. documentation Project Value (contract 22519 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that 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 Applying for Mackenzie Beaudoin Pe rm it 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: m- ` Job Address: .- u� u � rr-trrw-, S S i. Permit Number: U 'Do 1>- D ❑ 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: —Y-1 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Furnace Replacement PERMIT - 202000320 PERMIT NO: 202000320 ISSUED: 02/13/2020 JOB ADDRESS: 4050 Ammons St EXPIRES: 02/12/2021 JOB DESCRIPTION: Replace 80% efficiency, 120K BTUS gas furnace in utility closet *** CONTACTS *** OWNER (720)448-5957 BACA SHERI LYN & JOHN SUB (303)431-8015 EDWARD TERRANOVA 019402 AAARK HEATING & AIR CONDITION! *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,100.00 FEES Furnace Replacement 40.00 Total Valuation 0.00 Use Tax 44.10 ** TOTAL ** 84.10 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Smoke alarms shall comply with 2012 IRC Section 134. INTERIOR ALTERATIONS, REPAIRS, FUEL -FIRED APPLIANCE REPLACEMENTS, OR ADDITIONS, ANY OF WHICH REQUIRE A BUILDING PERMIT, OCCURS OR WHERE ONE OR MORE ROOMS LAWFULLY USED FOR SLEEPING PURPOSES ARE ADDED SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN FIFTEEN FEET OF THE ENTRANCE TO EACH ROOM LAWFULLY USED FOR SLEEPING PURPOSES City of Wheat Ridge E -Res. Furnace Replacement PERMIT - 202000320 PERMIT NO: 202000320 ISSUED: 02/13/2020 JOB ADDRESS: 4050 Ammons St EXPIRES: 02/12/2021 JOB DESCRIPTION: Replace 80% efficiency, 120K BTUS gas furnace in utility closet I, b my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specificationsg applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authonzed by the legal owner of the roperty and am authorized to obtain this permit and perform the work described and appraved in conjunction with this penmt. I further attes that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Bui1ding"Wicia7 � "— ` Date REQUESTS MUST BE MADE BY il:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. �����tRidge.^~ ..231 02/102020 O6:38 C08A '~ Replace 8O% offidon C8AO22321 AMOUNT 8PSP 4056 Ammons St 84.1O `)PPL/PERMIT NU� 202000320 PAYMETREC[IVD AMOUNT PP / 5200 84.1U hUTI-I CODE! 71125197 T(DAL 84.1O _____________________ Kimberly 0 Cook OVTO:�qz From: no-reply@ci.wheatridge.co.us Sent: Wednesday, February 12, 2020 4:13 PM To: CommDev Permits Subject: Online Form Submittal: Residential Furnace/Boiler Replacement Permit Application Residential Furnace/Boiler Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT FURNACE or BOILER - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE_ A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes replacement residential furnace or boiler like for like? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACHED RANDOM FORMS** 4050 Ammons Street John Baca 720-448-5957 Field not completed. D00001.pdf CONTRACTOR INFORMATION Contractor Business Aaark Heating & Air Inc Name Contractor's License 019402 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-427-5505 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address mgagnon@aaark.com Retype Contractor Email mgagnon@aaark.com Address DESCRIPTION OF WORK What type of unit is being Furnace installed? Number of BTUs 120 k What is the efficiency 80 (%) of the unit? Is the unit GAS or Gas ELECTRIC? Where is the furnace or utility closet boiler located (for example, basement, crawlspace, etc)? Project Value (contract 2100 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit z has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Michelle Gagnon Permit Email not displaying correctly? View it in your browser. z s i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line __1�9�(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:�` oF Job Address: 6-6 Permit Number: "121 %D0 q9.2 ❑ No one available for inspection: Time,/"-) AM/ M Re -Inspection required: Yess When corrections have been made, call for re -inspection at 303-234-5933 Date:' -S/° % Inspector: Uyz 1AW -'" DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Miscella PERMIT - 201700492 PERMIT NO: 201700492 ISSUED: 04/13/2017 JOB ADDRESS: 4050 Ammons ST EXPIRES: 10/16/2018 JOB DESCRIPTION: Build new front porch cover - 306 sq ft; Demo included **REVISION**Adding redeck and reroof; 36.33 squares; 4/12 pitch; dimensional asphalt shingles; Added valuation: $14,251.28 *** CONTACTS *** FEES OWNER (720)448-5957 DIYORIO SHERI L Pian Review Fee GC (303)431-8015 Edward Terranova 019402 Aaark Heating & Air Conditioni SUB (303)431-8015 Edward Terranova 019402 Aaark Heating & Air Conditioni SUB (303)431-8015 Edward Terranova 019402 Aaark Heating & Air Conditioni *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Pian Review Fee 184.31 Use Tax 614.28 Permit Fee 499.55 ** TOTAL ** 1,298.14 *** COMMENTS *** PROJECT VALUATION: 29,251.28 *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge may, Residential Miscella PERMIT - 201700492 r PERMIT NO: 201700492 ISSUED: 04/13/2017 JOB ADDRESS: 4050 Ammons ST EXPIRES: 10/16/2018 JOB DESCRIPTION: Build new front porch cover - 306 sq ft; Demo included **REVISION**Adding redeck and reroof; 36.33 squares; 4/12 pitch; dimensional asphalt shingles; Added valuation: $14,251.28 1 by in 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 thisermit. 1 further attest that I am leggally authorized to include all entities named within this document as parties to the work to be perfor d and that all work to b� & ormed is disclosed in this document and/or its' accompanying approved plans and specifications. i S,i'g ature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing, and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3 If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 i ce or granti f a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appl co e or any dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. N 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 idge COMMUNay DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits@ci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: PKC Permit #, jt 7 LI qp`. Property Address: 6) Phone # Email Address: (k Pik' l � ���� J l � � d �C V' tn(lr Reason for extension request:(IZe, 414,2 CL 0- eV .y (? S t; Number of days requested: MQi �' bI r'2_0 `g Printed Name: t�a�w �Q_CVJ\ Signature: Date: - 16 For office use only This request has Approved by: Denied www.ci.wheatridge.co.us Extended until: C) %6,7ol g Date: y N Iry i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: INSPECTION NOTICE ? V- -1 Ll 0 So Av-^c,.,5 S -t Permit Number: 20 1 -4 6 o 4'1 A??Zaj VD ❑ No one available for inspection: Time I "-'� () AM OPM Re -Inspection required: Yes 60 When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 -Date: 2 �2 / 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: IZ r y _ Job Address: 1 4 W5 q-1- 1 Permit Number: ? C I a C z I ❑ No one available for inspection: Time 1 0 AM/P(� ) Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: � � Inspector: S�( DO NOT REMOVE THIS NOTICE i City of Wheat Ridge Residential Miscella PERMIT - 201700492 PERMIT NO: 201700492 ISSUED: 04/13/2017 JOB ADDRESS: 4050 Ammons ST EXPIRES: 04/13/2018 JOB DESCRIPTION: Build new front porch cover - 306 sq ft; Demo included **REVISION**Adding redeck and reroof; 36.33 squares; 4/12 pitch; dimensional asphalt shingles; Added valuation: $14,251.28 *** CONTACTS *** FEES OWNER (720)448-5957 DIYORIO SHERI L Plan Review Fee GC (303)431-8015 Edward Terranova 019402 Aaark Heating & Air Conditioni SUB (303)431-8015 Edward Terranova 019402 Aaark Heating & Air Conditioni SUB (303)431-8015 Edward Terranova 019402 Aaark Heating & Air Conditioni *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 184.31 Use Tax 614.28 Permit Fee 499.55 ** TOTAL ** 1,298.14 *** COMMENTS *** PROJECT VALUATION: 29,251.28 *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Residential Miscella PERMIT - 201700492 PERMIT NO: 201700492 ISSUED: 04/13/2017 JOB ADDRESS: 4050 Ammons ST EXPIRES: 04/13/2018 JOB DESCRIPTION: Build new front porch cover - 306 sq ft; Demo included **REVISION**Adding redeck and reroof; 36.33 squares; 4/12 pitch; dimensional asphalt shingles; Added valuation: $14,251.28 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 thisermit. I fu her attest that I am legally authorized to include all entities named within this document as parties to the work to be performe 11 work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of BIER 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 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, anviolation of any provision of any applicable code orr y► 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 �Whe,dge atMUNITy DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(o)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # I 1 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: "4nr_Sc A m mQ' nn r >� t : - �Property Owner (please print):,)he * e J Property Owner Email: Mailing Address: (if different than property address) Address , State, Zip: Submitting Company Contact Person: Contractor: A Q0c r- H �Fcxfi aq Contractors City License #:01lga Contractor E-mail Address: Phone: Phone:3 zr- Khome_:.r,04_-ir- com Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: A,AA +D P`Erm-'-� Sq. FULF Amps rn nsioo-] Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this pennit 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 perfonn 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. CONTRACTT OR)or/�(ALLLLLQR/ E.D FPRFCFNTaTIVF) CIRCLE ONE: (OWNER) (CONTRACTOR) of (OWNER) (CONTRACTOR) PRINT NAME:/ + G Ig t 6 I� �I(�C.�I I�,STGNI4TURE: DATE:WL7 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 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: M 1 D Job Address: L(D ; Q M rips S� Permit Number: ) rj 17 ®b t za.- -)riL_H-1111rv� oN -7Nf IVA-y'h Si fa L' CLE t/a tJ 16' 6f A t7,P R-0 y ❑ No o e available for ins /ction: Time � M Re -Ins ection required: No When co ections have b n made, call for re -inspection at 303-234-5933 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 NOTIC Inspection Type:'\ RC)A Job Address: -- Permit Number:. Sk'_` l 70 \ ,I iAAW A -Z ❑ No one available for inspection: Time:'/' `� AM/PM Re -Inspection required: es o When corrections have been made, call for re -ins I I ►swat 303-234-5933 Ix 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 LlNo one available for inspection: Time`-'" ' "SAM/PM Re -Inspection required: Yes .; No When corrections have been made, call for re -ins pecto 'eat 303-234-5933 s Date: P ` '` Inspector: DO NOT REMOVE THIS NOTICE 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: -A m m c 14 s 5` Permit Number: '�rr,,z- .-, „ a�" t '' ❑ No one available for inspection: Time/ !. / AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE e 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F j { 9, JobAddress: C,0 �_ C) A r\, I. v\ d �'j 5 Permit Number: a b 1-2 ° U L- � 7— ❑ No one available for inspection: Time '� c„, AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: 16 DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Miscella PERMIT - 201700492 PERMIT NO: 201700492 ISSUED: 04/13/2017 JOB ADDRESS: 4050 Ammons ST EXPIRES: 04/13/2018 JOB DESCRIPTION: Build new front porch cover - 306 sq ft; Demo included *** CONTACTS *** OWNER (720)448-5957 DIYORIO SHERI L GC (303)431-8015 Edward Terranova 019402 Aaark Heating & Air Conditioni SUB (303)431-8015 Edward Terranova 019402 Aaark Heating & Air Conditioni SUB (303)431-8015 Edward Terranova 019402 Aaark Heating & Air Conditioni *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,000.00 FEES Total Valuation 0.00 Plan Review Fee 184.31 Use Tax 270.00 Permit Fee 283.55 ** TOTAL ** 737.86 DIS *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 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 AU -w. rk to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or (ONTRACTOI�)Circle one) Date I . This permit was issued base``d-man-the- liTormation 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, po Flans 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 tee. 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 p4oN9F*ffdershalfnotify,the•Bui4ding and Inspection .S.Wices 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'tf"r'a�y ordinance or regulation of risdiction. Approval of work is subject to field inspection. r� fof i Jif*� Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of r Wheat�dge �COMMIUNjTy DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsC�ci.wheatridge.co.us (-- - FOR OFFICE USE ONLY Date: � —1 13l , PlawPennit # C 0 �1OULa Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: *5(3 'Am Mn vVS S Tleee_7 Property Owner (please print): 6A C, 7 ' Phone: 7ee -7 4T Si5.7 Property Owner Email: 151yeg ',diT� (ria roe-tCfFs`7/-/,c T' Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer: TIM P(A"' ArchitectlEngineer E-mail: I lib 10(A1v ''74,v 1® Q , Ce "I Phone: 30 3 Contractor: AA & Lc, Contractors City License #: Phone: 303 _ � 3/.- 96/5 Contractor E-mail Address: T,ZT AM a�xzik_ NO�C{41_P41't P-1-1 Sub Contractors: ' J/,4— Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) tj�RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) 70 /Sv0 Nt° cu l'�20�T %2C� CC9r'/e!2 Sq. FULF A,w&9)< 3 c Btu's Amps Squares Gallons Other 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 1 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 infonnation provi o _ lication. CIRCLE ONE: (OWN ) (CONTRACTOR) (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): e — DATE: 1-13-1 DEPARTMENT USE ONLY ZONING COMMMENTS: '-Z—OtAt '_ �� OCCUPANCY CLASSIFICATION: Reviewer: 'A Ar4&'ts (,.A- 4-1 DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ 48' 44' 40' 36' 32' 28' 24' 20' 16' Reviewed for Code Compliance slant Eaatdns Oatt v.1;emf-p�f flebswftvd/arerr wi*Prwda/abM ona<nmputatiantskso tbeatrmwA. crow aPadoE artywfototba to o^v rryeprov:+bntelMebndtarrpcm*Malane'Cityordinances.Permty pre: � �,.,ro to t� aatlw� b dalataa/casN t►re Orwitbns W the M+�^0 cases ar otheear/ironea rlMP CW steal not 6nrot0. 12' 8' 4' Z m N W o 0 C N W � Z. -' y = J QZQ� o /•� U U Z � ¢ p' � woo o Z w 20 ¢ O cnw SRW 2 W W X W U N "{ x w N G H O (Y o® j 0 o O0 00C 0 CL OL � r - z Qo Jo� z V,� Q� M W �a 0 Y r O a o o .% �_- MRIN Loa of LEVEL " v a FLOOR -0 P rka y� v �r OrC"�1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U a O v- i G w BY: l e D m w m (D W DATE: Y W co" L u .COMMENTS: N Wo � � Ozto�s a CE Cc Q N (s) F- } ¢ UD Q O E -i �i I Z m W z N ¢= 3 O N w o /y M u Ww EXISTING ELEVRTION 1/4" = 1'0" O 3k �E w m O (D 3A' Jw H N Z (D tL 2 i ON t0� O d� w N 0 Q EXISTING FLOOR PLRN 114" = 1'9° * dZ mN U! D to 'U D V W �n V)~ Z w oad N . I J ¢ Q ~ W 0 j m U �Ld H Y Ucc d- 1 Y W �" oN To t2 W 0 g Cc z J vZiw� o U) (r V J r O cq HW W (/) d' W O W (h U N O O - OD 0 4 C)" z xz M N W a U °u � Cl W /h ~ (Y) D W W m co p ZF-1 11 ¢�ri)0 d- 1 Y W �" oN To �o T_ o clxmo t�m� o U) (r O rl I Z m W m I -z N = 3 ¢ 4 r N w_ W (h U o w m 6 L U) UI ¢N Z� O > 0 N a CC 04 Q !f TET� VI V1 z O S� to O 11, R E-4 z O X 11 ROUGH OPENING RND HERDER PRE TO BE RE -BUILT WITH NEW STEEL LINTLES RND BRICK & BLOCK RBOVE. ---DECORRTIVE SHUTTERS (BY OWNER) i16" WIDE DECORRTIVE TRELLIS (BY OWNER) APPRO E1 DATE: COMMENTS: ) 3" x 4" x 3/8" RNGLES NOTICE THRT THESE (2) NEW BERMS HRVE THEIR TOP SET RT RPPROX 3-1/8" BELOW THE WRLL PLRTE. BRSED ON INFORMRTION RVRILRBLE, THRT SHOULD 'PLRNE' THE ROOF. ___(MRKE RDJUSTMENTS RS NEEDED) INFILL CRICKET IN THIS PREP BETWEEN THE ROOF'S d i —__-_.-. T 1"1 T fill T 1"1 •'l T f 1111111 11111 11111111 111111 1111111 11111 LIJ LI IJ L11 LI BRICK STONE HOSE BIBB L IKEL Y MOVED TO HERE. city of 2x6 T&G PLRNKS W1 1/2" O.S.B. ON TOP, TO PLRNE WITH EXISTING ROOF. "TIMBER" TRUSSES. SEE PRGE 4 FOR PLRCEMENT. `VERTICRL V -GROOVE OR BERO-BOARD. SLOPED HRNDRRIL RT STEPS (by OWNER): z o SET 2" DIRMETER (GRIP -SIZE) RRIL RT 34" 0 0 RBOVE NOSING & WITH 1-1/2" FINGER GRP. Q ILIU-!:gJ Oa- j _ _ _ _ _ _ _ _Lu O O J r T f'• T f�11 T f'Il T 1'l T I l l l l l l l l l l t l l l ~ C Z I� it 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 m r_ 111111111111111 LIJ LIJ LIJ LIJ LI I I I I I I I I I I I I I I I I I a d - I I I STONE RT PILLRRS (BY CONTRRCTOR) STONE PLRNTERS (BY OWNER) 4" CONCRETE PRTIO WITH "TRLL" TURNED -DOWN -EDGE CONCRETE STEPS: 7" (MRX.) RISE ERCH, and 11" (MIN.) TRERD ERCH. RISERS MRY VARY NO MORE THRN 3/8" (MRX. to MIN.) WheatRlidge \_GURRDRRILS (by OWNER): (IF CONC. PRTIO IS 30" OR MORE RBOVE GRADE) INSTRLL GURRDRRILS RT 36" -38" HIGH WITH VERTICRLS RND BOTTOM RRIL ol�iyian (WITH 3-1/2" SNOW -GRP BELOW) RLL SPRCED TO BLOCK R 4" DIRMETER ,Building SPHERE. THE TOP RRIL IS TO WITHSTRND R 150 LB HORIZONTRL FORCE RT ANY POINT RLONG THE RRIL, RND RLL "INFILL" COMPONENTS PRE TO WITHSTRND R SO LB FORCE SPRERD OVER RNY 1 SOURRE FOOT PREP. PROPOSED ELEVRTION w 1/4" = 1'0" 0 orra a Qs U C N 1.6 w a V U (y) w ~ M (m wm W m co p 0, CO zI- ¢ (AQ V- ir �+ Q o r_ y � O F_ F 0 I o Q T_ m iO4 r I` o Ln GE ❑ .-1 x z m w m ; N ¢ = 3 4 r Nz 7 N w M U o w w m o� (p H N Z m LL 1 p N m m O� w I lYi ir N Q z O x u z O a z O WN w M ZIA ¢ YI J d DRILL TOP PLRTE OF WRLL RND CONCRETE BLOCK WRLL RND EPDXY R 1/2" DIP x 10" THRERDED x ROD TO RNCHOR 1/4" x 4" x 4" (3" LONG) RNGLE IRON TIE -DOWN CLIPS. THROUGH -BOLT THE TRUSS TO THE CLIPS W/ 1/2" DIR. BOLT. 12 CQMME"" S: �l=_� � oDUGH OPENING RND HERDER PRE TO BE i -- e' St°"_"_ ,04i NEW S EE RE -BUILT L TLES RND BRICK & BLOCK RBOVE. (2) 3" x 4" x 3/8" RNGLES I' II II II II V3068 CENTER I CE v- 32" X 48" \ STRT. m .m I= 2'0" 1 INSTRLL ONE or TWO TUBULRR-SKY-LIGHTS IN KITCHEN RRER. (CONSULT WITH OWNER REGRRDING LOCRTION PND OURNTITY) I II II II II II W N II I •-, O i pER TRUSS GIRJ�I I TRUSS "SHO TER" \ TRUS f, HERE. ml 4" CONCRETE PRTIO (3 72 1 S.F.) THIS RIDE L INE 1S ' W -+ / Ht I HS I! 11- UH MUS I TRESS BUILD VER TICRL WRLL � mcn_om GIRDER :��RBOVEEXISTING BRICK"-' SSS X03 — — — —a UP TO ROOF DECKING. TRU 1 --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i- - - - - - - �,---, eco \ayxZ - 1 v (FIEL VER.) (FIELD VER.) CL 2 crU_ W p ~ ¢ o LIGHT aw W wuWio'0: FIXTURE N o I WILL BE j m w ° W � ca p tLI SUPPL IED N m Q o BY OWNER. 2'0" 6IRB ER TRUSS o1Z N �1J r'RUSS O® 4" CONCRETE PRTIO (3 72 1 S.F.) THIS RIDE L INE 1S ' W -+ / Ht I HS I! 11- UH MUS I 3 DIMENSIONS. � mcn_om GIRpER SSS X03 — — — —a —I— — --T — —+ —I— °w O # W 2'0" 1'6" 1161, 2'0" w ° 2'0" 2'0" 8191. EXISTING CONSTRUCTION (FINER LINES) NEW CONSTRUCTION (HERV IER LINES) N in RTTRCH ER STRONG -DR co 00 03 W�w� mmr•� � 3) 1C "RNGLE-1 N" TO BEAM W/ (2) 1/4" X 5" SCREWS. ROE (1) SCREW INTO ERCH M.L. �I ch CONC. RT10 W/ "TL TIE & EMBED #3 RE -81 ERCH WRY, & RL SO D01 ca ME NEW CONCRETE PRT10 NEW CONCRETE STEPS 1 1.0., I 7'1-1/4" 11 OWN" EDGE. iT 36" TO "EDGE." City of Wheat Ridge Building Division MRKE FIELD RDJUSTMENTS TO DIMENSIONS RS NECESSRRY. PROPOSED FLOOR PLRN m 1/4" = 1 '0" � a. x � Z m w li O w OLLI L =�W N U 0 j U U om CL Ir zW � s C � Wmo °z who � Z ri � y) La ii °w O # W H W UW7� w ° E N O® OQ � Wz Q N O o h.'I0 U = CLO W It f- C V! z �O e� W x NU W N z f4 1 2'0" (VER.) 1 819" wtip 17.6" VERIFY EXISTING 0° 0° ROOF PITCH. 12 4 / SEE PRGE R4 O O 2.0,E (VER.) W 7'2'• CONNECT TIMBER -TRUSS MEMBERS WITH 1/2" DIP. x 4-1/2" (MIN.) a SOURRE- ERD BLRCK-OXIDE BOLTS & NUTS, WITH HIGH-STRENGTH 4" x 6" TIMBERS W/ HRLF-LRP JOINERY. (BLRCK) RRGE-DIRMETER WRSHERS. (ONE ON ERCH SIDE) KING -POST PIERCES CENTER 1/3 OF TIMBERS. p O \ ` \ - SET TRUSS EIGHT SO THRT ° 2x6 PLRNKS & 1/2" O.S.B. 2x6T & G PLRNKS PLRNE W/ EXISTING ROOF. 0VERLRY WITH ` 1/2" O.S.B. (3) TIMBER -TRUSSES (THIS_ SHRPE) WITH (2) OF THEM I \ MODIFIED RT THE LEFT I BERRING. RLSO, BUILD I I SEE PRGE R4 ONE MORE "SHORT" TRUSS. I (2)1-3/4" x 9-1/2" ML -LVL BERM PER ENGINEER. (2) INTERMEDIRTE TIMBER -TRUSSES PRE MODIFIED RT EX IS r ING WRLL. I TIE M.L. BERM TO TOP OF POST W/ (2) ST6224 SIMPSON STRRP- TIES. (ONE ON ERCH SIDE) GRBLE-END TIMBER -TR SS RESTS I I ON R BERM RT ERCH END. I 4 x 4 PRESSURE - I TRERTED POSTS. � � I W I I � I I I � I I ( I � I I I I I I I I I I I I I 4" CONCRETE SLPB W/ #3 RE -BARS RT 36" O.C. ERCH WRY (TIED), RND SLOPE THE SLRB AWRY FROM THE HOME RT 1/8" PER 12" (MINIMUM.). I I I I � I I CONTINUE RE-BRR INTO TURN -DOWN EDGE. STRUCTURRL ENGINEERING SPECIFIED & VERIFIED BY: m VRN DYKE SURVEYING RND ENGINEERING LLC (MERLINE VRN DYKE, COLO P.E. # 9471) ►o 9471 ' E` t� RNCHOR 4x4 POST TO PIER W/ RBU44 POST BRSE. RTTRCH W/ (1) S/8" DIRMETER x 12" LONG EXPRNSION ANCHOR, EMBEDDED 10". BENT & TIE (2) #3 RE-BRR COLLPRS. 12" x 12" CONCRETE PIER W/ (4) VERTICRL #4 RE-BRRS CONTINUOUS FROM FOOTING. 24" x 24" x 8" THICK CONCRETE FOOTING W/ (3) #4 RE-BRRS, ERCH- WRY. BEND, TIE, and EMBED VERTICRL RE-BRRS. z m M �I pu 309—mm it T YP ICRL CROSS SECTION 1/2" = 1'0" SCRLE WRRP SIDES OF BERM WITH lx MRTERIRLS. WRRP TOP OF POSTS W/ 2x2 TRIM 1/2" THICK SHIM (PT CENTER) TO CRERTE TRPER OF TRIM. WRRP TRPER W/ 1/2" R.S.C. PLYWOOD. 1" THICK SHIM (PT BOTTOM) TO CRERTE TRPER OF TRIM. TRIM ERCH CORNER RND PRNEL W/ 3/4" SOLIDS. 12" x 12" MRSONRY CAP 4" STRIP -STONE (FLRG STONE) TRPERED WARP, TO MPTCH EXISTING. GRRDE City of C3 Z Wheat Ridae ElUilding Division COLUMN FINISH 1/2" = 1'0" SCRLE 3 mNLL: ❑ a r�N o„ Z F o❑.a � � J U(� Z cc oao cc o `�[ tL `'mo ¢ 74 w 20 O J V) LJ W U U r n = o ~ W�w o hk N 0 'l- 00 Y ° c m 3 c 5 0 Qc O, o d ` O N 4 M > > '3 c+ O Z rH 6—m-9 a'Or« o� W O V 0 r a.o u oa'c o Y O VZ a v O N o o O V O j E ' N v (n C d NLO O. o ° A a. 'Em O Lam. o O A ¢ O1^ UJ W a ,�\\" V \\1 Um m�M �M m 0 mw (� o_ ccc ZF- �c to ❑ x wCOO V W U T= ZW 00F- �tn °o �0 O _ 0T cc I mo ^ w CC (14} =Z w m D 3 04 z ¢= z O N O Ld (y) U r� r OW W m d (n 5' W N ON Z m m� O Z dCD Ln IC N —,- �r -�'lo an an -al Merline 720-312-2238 - Greg 303-356-6073 Mike 720-366-1730 DATEQ--t-y-t-i PAGE: I -- LF -o PROJECT:4L.4c-A CITY. w b*.:,A r CNTY: STATE: ekSloo", -7 e '-' A ta > r t -�, — i , k s t, � - A r;� L. f .7-1 fw T 4 t� 7-7-- 112 ot"r 774411�; QTR: — SEC:_ T:— R:— rl, e n c- 1' P, P o, r - an 25 L Y)L Merlin 720-312-2238 - Greg 303-356-6073 Mike 720-366-1730 BY:_,AA & / iA,,, �x DATE: P, 1 ,'- -il PA GE: I OF— PROJECT: CNTY-STATE: QTR: — SEC:_ T:— R: City of Wheat Ridge Building Division 3 ,zoos'-' t vdp= BY:_,AA & / iA,,, �x DATE: P, 1 ,'- -il PA GE: I OF— PROJECT: CNTY-STATE: QTR: — SEC:_ T:— R: City of Wheat Ridge Building Division Project: Baca, 4050 Ammons St, Wheat Ridge, Colorado Location: Footer Pad to Columns Footing [2012 International Building Code(2012 NDS) Footing Size: 2.0 FT x 2.0 FT x 10.00 IN Reinforcement: #4 Bars @ 8.00 IN. O.C. E/W / (3) min. Section Footing Design Adequate FOOTING PROPERTIES 749 psf Allowable Soil Bearing Pressure: Qs = 1500 psf Concrete Compressive Strength: F'c = 3000 psi Reinforcing Steel Yield Strength: Fy = 60000 psi Concrete Reinforcement Cover: C= 3 in FOOTING iZ 40609 Ib Width: W = 2 ft Length: L = 2 ft Depth: Depth = 10 in Effective Depth to Top Layer of Steel: d = 6.25 in COLUMN AND BASEPLATE SIZE 60078 Ib Column Type: Concrete Column Width: m = 3.5 in Column Depth: n = 3.5 in FOOTING CALCULATIONS therefore adequate development length not required. Bearing Calculations: Ultimate Bearing Pressure: Effective Allowable Soil Bearing Pressure: Required Footing Area: Area Provided: Baseplate Bearing: Bearing Required: Allowable Bearing: Beam Shear Calculations (One Way Shear): Beam Shear: Allowable Beam Shear: Punching Shear Calculations (Two Way Shear): Critical Perimeter: Punching Shear: Allowable Punching Shear (ACI 11-35): Allowable Punching Shear (ACI 11-36): Allowable Punching Shear (ACI 11-37): Controlling Allowable Punching Shear: Bending Calculations: Factored Moment: Nominal Moment Strength: Reinforcement Calculations: Qu = 749 psf Qe = 1375 psf Areq = 2.18 sf A = 4.00 sf Bear = 4339 ib Bear -A = 40609 Ib Vu1 = 723 ib Vc1 = 12324 Ib Bo = 39 in Vu2 = 3623 Ib vc2-a = 60078 Ib vc2-b = 84212 Ib vc2-c = 40052 Ib vc2 = 40052 Ib Mu = 9497 in -ib Mn = 189528 in -Ib Concrete Compressive Block Depth: a = 0.58 in Steel Required Based on Moment: As(1) = 0.03 in2 Min. Code Req'd Reinf. Shrink./Temp. (ACI -10.5.4): As(2) = 0.43 in2 Controlling Reinforcing Steel: As-reqd = 0.43 in2 Selected Reinforcement: #4's @ 8.0 in. o.c. e/w (3) Min. Reinforcement Area Provided: As = 0.59 in2 Development Length Calculations: Ib 379 Ib Development Length Required: Ld = 15 in Development Length Supplied: Ld-sup = 7.25 in Note: Plain concrete adequate for bending, Ib -70 Ib therefore adequate development length not required. in page Merline Van Dyke Surveying & Engineering 9542 West Louisiana avenue L/.f Lakewood, Colorado 80232 StruCalc Version 9.0.2.5 3/20/2017 3:37:01 PM F-- 3.6 in ---i 1g in 3 In I -- - -- --- -- - 2 ft Live Load: PL = 1859 Ib Dead Load: PO = 1137 lb Total Load: PT = 2996 ib Ultimate Factored Load: Pu = 4339 Ib Weight to resist uplift w/ 1.5 F. S.; U.R. = 322 Ib Project: Baca, 4050 Ammons St, Wheat Ridge, Colorado Location: Beam Under Roof Truss Multi -Loaded Multi -Span Beam [2012 International Building Code(2012 NDS) (2) 1.75 INx9.5INx28.5 FT(14.5+14) 1.9E Microliam - iLevel Trus Joist Section Adequate By: 39.7% Controlling Factor: Moment C T NS " Laminations are to be connected to uniform transfer of loads to all DEFLECTIONS C n er Riaht Live Load 0.31 IN L/564 0.14 IN L/1199 Dead Load 0.16 in 0.03 in Total Load 0.46 IN L/375 0.16 IN L/1021 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS e B Live Load 775 ib 1898 Ib 379 Ib Dead Load 458 Ib 1285 Ib 168 Ib Total Load 1233 lb 3183 ib 547 ib Uplift (1.5 F.S) 0 Ib 0 Ib -70 Ib Bearing Length 0.47 in 1.21 in 0.21 in SEAM DATA Center i h Span Length 14.5 ft 14 ft Unbraced Length -Top 0 ft 0 ft Unbraced Length -Bottom 14.5 ft 14 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 1.9E Microllam - iLevel Trus Joist Bending Stress: Shear Stress: Modulus of Elasticity: Comp, -L to Grain: Base Values Fb = 2600 psi Cd=1.00 CF= 1.03 Fv = 285 psi Cd=1.00 E = 1900 ksi Fc -1= 750 psi Adiusted Fb' = 2684 psi Fv' = 285 psi E'= 1900 ksi Fc - J-' = 750 psi Controlling Moment: 8431 ft -Ib 7.11 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on spans) 2 Controlling Shear: -1935 ib 14.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2, 3 Comparisons with required sections: Read Provide Section Modulus: 377 in3 52.65 in3 Area (Shear): 10.19 in2 33.25 in2 Moment of inertia (deflection): 159.97 in4 250.07 in4 Moment: 8431 ft -lb 11775 ft-tb Shear: -1935 lb 6318 lb Merline L./f Van Dyke Surveying & Engineering 9542 West Louisiana aenue Lakewood, Colorado 80232 StruCalc Version 9.0.2.5 3/20/2017 3:43:07 PM mbers - -14.6 ft- --. -14 ft - B - Uniform Live Load 0 pif 0 plf Uniform Dead Load 0 pif 0 pif Beam Self Weight 10 pif 10 plf Total Uniform Lead 10 pif 10 pif Load Number Live Load Dead Load Location RIGHT SPAN Load Number Live Load Dead Load Location One 1859 Ib 1077 ib 7.08 ft One 929 Ib 539 ib 7 f Project: Baca, 4050 Ammons St, Wheat Ridge, Colorado Location: Columna to Truss Ends Column [2012 International Building Code(2012 NDS) 3.5 IN x 3.5 IN x 10.0 FT #2 - Douglas -Fir -Larch (North) - Dry Use Section Adequate By: 35.9% VERTICAL REACTIONS dx = Live Load: Vert-LL-Rxn = 1859 Ib Dead Load: Vert-DL-Rxn = 1137 Ib Total Load: Vert-TL-Rxn = 2996 Ib COLUMN DATA A = Total Column Length: 10 ft Unbraced Length (X -Axis) Lx: 10 ft Unbraced Length (Y -Axis) Ly: 10 ft Column End Condtion-K (e): 1 Axial Load Duration Factor 1.00 COLUMN PROPERTIES in3 #2 - Douglas -Fir -Larch (North) Lex/dx = Base Values Adjusted Compressive Stress: Fc = 1400 psi Fc' = 382 psi Ley/dy = Cd=1.00 C1=1.15 Cp=0.24 Bending Stress (X -X Axis): Fbx = 850 psi Fbx' = 1275 psi Fbx' = Cd=1.00 CF= 1.50 Bending Stress (Y -Y Axis): Fby = 850 psi Fby' = 1275 psi Fby = Cd=1.00 CF= 1.50 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Column Section (X -X Axis): dx = 3.5 in Column Section (Y -Y Axis): dy = 3.5 in Area: A = 12.25 int Section Modulus (X -X Axis): Sx = 7.15 in3 Section Modulus (Y -Y Axis): Sy = 7.15 in3 Slenderness Ratio: Lex/dx = 34.29 ft -Ib Bending Stress Lateral Loads Only (X -X Axis): Ley/dy = 34,29 psi Column Calculations (Controlling Case Only): Controlling Load Case: Axial Total Load Only (L + D) Actual Compressive Stress: Fc = 245 psi Allowable Compressive Stress: Fc' = 382 psi Eccentricity Moment (X -X Axis): Mx -ex = 0 ft -Ib Eccentricity Moment (Y -Y Axis): My-ey = 0 ft -Ib Moment Due to Lateral Loads (X -X Axis): Mx = 0 ft -Ib Moment Due to Lateral Loads (Y -Y Axis): My = 0 ft -Ib Bending Stress Lateral Loads Only (X -X Axis): Fbx = 0 psi Allowable Bending Stress (X -X Axis): Fbx' = 1275 psi Bending Stress Lateral Loads Only (Y -Y Axis): Fby = 0 psi Allowable Bending Stress (Y -Y Axis): Fby' = 1275 psi Combined Stress Factor: CSF = 0.64 1 page n „ Merline �,. Van Dyke Surveying & Engineering 9542 West Louisiana avenue of .' Lakewood. Colorado 80232 StruCalc Version 9.0.2.5 3/20/2017 3:46:00 PM i loft B Is1 AXIAL LOADING 5- _ __._ _-- _1 97 - - ---- Max Internal Sections for Member C_alcs ' Live Load: PL = 1859 Ib Dead Load: PD = 1111 Ib Column Self Weight: CSW = 26 ib Total Load: PT = 2996 Ib Company Van Dyke Engineering Feb 19, 2017 Designer Merline 2:23 PM ,lob Number Checked By: Model Name 17.5 vaulted roof truss (Global) Model Settin4s -s- _ons-o-r-Memb_ Cl __ acs 5- _ __._ _-- _1 97 - - ---- Max Internal Sections for Member C_alcs ' Include Shear Deformation? ;Yes _ Nailing CapacI for Wind?_ es -- .Increase Merge Tolerance in I.12 --� _ _- P -Delta Analysis Tolerance 0.50%_ ----� _ i Ii l c de P -Delta for Walls? 1 Yes - `Automatically Iterate Stiffness for Wa{Is? Yes 'Max Iterations for Wall Stiffness 3 -- _ bravitv Acceleration (ft/seC^2) 32.2 WaII Mesh Size112 iEigensolution Converge Tol. L1 g:„) 4 - ---- -� +Acr,@err Dynamic Solver t, rd of Rolled Steel �.oae --- t s? _ _AdjusStiffnes ; ARA; 14th3( 60-1 0): ASD ------ --- 1 Yes lterative) -v - Cold Formed Steel Code !Wood Coe - - I AISI S100-12: ASD - AWC NDS-12_ASD { - (Wood Temperature _� I < 100F -�-- 1 1.07 �- 1.075 IConcrete Code! - ACI 318-11 -- - 1 1550 _,. � 1 3n Mason Code -I ACI 530-13 -ASD-.- -___ -r-- ;Aluminum Code -- I AA ADM1-10: ASD - Building _ ---� Number of Shear Regions 14 Region Spacing Increment (in) _ f4 - -- -' Concrete Stress Block _�- i Rectangular 'iUse_Cracked Sections? Bad Framing arnings? Unused Force-Warni-nos? _ AS Win 1 Bar Diam. SRacing? ;No _ Concrete_ Rebar Set _ 4 i� _ - REPAIR SET ASTMA615 Min % Steel for Column 1 0 Max%Steel for Column _ _ ---- - - City of Wheat Ridge Building Division Wood Material Properties __ Label TM! __Database. _ _- species -- Grade Cm-,_Emod Nu Ther... Deng_ --- �Soiid Sawn Visually Graded_]___ 3__I_._ Custom Wood Properties Label F�jksi� Ft�ksi] Fvjksi) Fc ksi �k E05 k ' CF Tvpe .._2 - 3-ILVLLMicrollam.. 4 _�- 5 LVL PRL 1.5..._ LVL_PRL_2.0... � 2.25 2;9_x..___ _. 1PSL_Parallam.. �- 2.9 -. __ PSL Parallam...1 2,4 - - - -._.__ 1.5 � 1,9 1.555 2.025 i 1 --- I 1.75- .�... _22 _T- 1.95 1500 285_._12.75 2000,.__...,1 - _ 2$5 2.51 __ 1900 ! __ 29 2.9 2000 ' -__ -.184 2.5.�_ fi 1800 �- �- 1005 I SCL 1340 i SCL 12.73. - SCL 1340_- SCL SCL 6ILSL_TimberStr... i 7 ILSL_TimberStr . 2.325 1.7 1 1.07 �- 1.075 .31 A 2.05 _ 1.4 1 1550 _,. � 1 3n 11206 1038.5 871 _I SCL ';C 1 Wood Section Sets Label __ ShePeTyL�De ign List Material_gesign_Rules- A in2 __90,27%__, (_Q' aQT[i 1._. 1 4x8 beam 4X8 __! _ Beam`-1Rectanqu{ar.`' __ DF ___;-__ T ical 25.37525 904.1 111.148_) RISA -2D Version 15.0.0 [C:\Users\Owner\Documents\RISA\Model Files\17.5' Roof Truss vaulted.r2d] Pagel yl Company Van Dyke Engineering Feb 19, 2017 Designer Merline 2:23 PM Job Number Checked By: Model Name 17.5 vaulted roof truss Joint Coordinates and Temperatures Wood Destan Parameters 1 .hcl Qk- 1 nnn4hrffl 1 dnuH#7 1 e-1..fp1 1.. "--A 6.. 1- I -a ,... v -..a v :- nv n_ r•,..• ....... ._ -�.v-_.-v-_.z�.r..s-�-� -spa-��.:-� •uc• •- - _�� -e_�. _x __.._._ 1 M1 _ 48 beam 9.224 I I Lb ou I T 2 M2 14x8 beam 9.224 ! - Lb out I M3 148 4x8 beam8.914 ' _ Lb out_ ! I 4 M4 i4x8 beaml 3.038beam 1 Lb out - - - --- -- 5 L _M�_�4x8_beam 11_952f(_Lb out I Joint Deflections I r Ininf I n1,a1 Y tint v TIM o .ana:..., r...dl 1�0 M1 1 '------ -.___ ?'- �2 2 N2 _ 8.75 1 2.92 0 3 N3 17.5 0 0 4 N4 `-1 8.7 11.42 0 5 N5 5.7 1 1.9 0 6 N6 11.8 1.9 0 7 - N7 N6 `- -.---o -� -- 0 ------- Wood Destan Parameters 1 .hcl Qk- 1 nnn4hrffl 1 dnuH#7 1 e-1..fp1 1.. "--A 6.. 1- I -a ,... v -..a v :- nv n_ r•,..• ....... ._ -�.v-_.-v-_.z�.r..s-�-� -spa-��.:-� •uc• •- - _�� -e_�. _x __.._._ 1 M1 _ 48 beam 9.224 I I Lb ou I T 2 M2 14x8 beam 9.224 ! - Lb out I M3 148 4x8 beam8.914 ' _ Lb out_ ! I 4 M4 i4x8 beaml 3.038beam 1 Lb out - - - --- -- 5 L _M�_�4x8_beam 11_952f(_Lb out I Joint Deflections I r Ininf I n1,a1 Y tint v TIM o .ana:..., r...dl 1�0 M1 1 .221 _w_F- 0 -2.366e-3 2 1 N2 .001 -.043 7.995e-5 3 1 N3 0 0 1.917e-3 4 I 1 N4 .006 -.048 1 -2.289e-5 5 1 M5 �_-, .009 -.059 6.714e-4 6 ! 1 N6 `- -.005 -.053 ---F---4.408e-4 -.056 -.333 l N7 0_ L0 M2 Member Section Stresses I r Mamhar I ahal Garr Aviairkail Chanrrkail Tnn PAnrlinnrkcil Rn+ Ranrlinn&ail 1 1 M1 1 .221 _w_F- 0 -.349 .349 2--- 2 1-.239 2 i_ _ _094 .021 25 7 T -.527 3 3 _ �-T -- 3 , .2 -.052 j 93 .-_ - -.293 4 4 M 4�W7_ 4 016 I -.03 .03 5 5 5 1 .105 -.056 -.333 l .333 6 1 M2 1 .107 .05 - -.333 .333 7 7 1 2 .12 -.007_ -.005 .005 8 8 3 .276 - .04 - .232 i -.232 9 9 _ 4 .289 -.017 - .4 -.41 105 11-- 12 _ M3 _301 -.074 -.285 ! .285 11==11= 13 M3 - 1 211 _ _ --� 006 -.285 ! 12 _ ,- �- 2 .211 _ Q06 -.199 .285 .199 13 15 3 .211 .0061 -.112 12 14 16 _ 1 4 .211 .006 `..�_ 025 i .025 5 17 .211 .006 .062 -.062 1601 - I^ - M4 _ _ 1 1 .211 1 .006 -.06211--------i- i -.0 2 17 1 1 2 ! .211 .006 ! 09 , -.09 18 _ -:._211 -_ L _ .006 .117 -.117 19 21 _ 1 ! 4 j .2114.006 -� 0 - 45 -.14 -- 20 22 1 5 i .211 i .006 17 -.173 1 1 M5 1 .16 1 -.007 .340 i -.349 22 24 2 .16 1 -.007 16 1 -.216 23 - -------.-._._i.__3_ 1---.16 __j-_ -.007 - 083 __j-_-..083 - RISA -2D Version 15.0.0 [C:\Users\Owner\Documents\RISA\Model Files\17.5' Roof Truss vaulted.r2dj Page 2 G1 Company Van Dyke Engineering Feb 19, 2017 Designer Merline 2:23 PM .Job Number Checked By: Model Name 17.5 vaulted roof truss Member Section Stresses (Continued) Member Section Deflections 1 r` Mamhcr I .-._-.__....._._.._..-..__-_'_-_._._ 1 1 I .............-__.-..__...___-__- M1 -.-...�..__--- 1 _w_F- 0 _._-._ --4�ri__._.._..._T. �___^ --J 0 ._t!-�..i_a_.�a •-.-z_ NC 2 2 i_ -.004 -.063 2090.812 3 i 3 1 -.008 -.072 I 2134.903 4 4 -.011 -.052 5184.526 5 5 -.012 -.041 NC 6 1 M2 1 -.04 I NC 7 1 2 ,._.015 .01 -.048 i 6283.625 8 3 .009 -.062 f 266 .697 9 _ 4 5 _ .005 0 -.052 0 2650.984 11-- 12 1 1 M3 1 2 0-_0 -.003 . .036 NC 4366.869 13 -, 3 I -Q07- .04-9 ��. 4123.052 14 4 -.01 .05 7417.784 15 5 -.013 .047 NC 16 _ 1 M4 1 _ i -.013 _-� i .047 17 2 -.014 047 1 NC 18 _ - 3 -.015 _ _ 048 ^- NC 19 4 -.017 .051 7876.38 20 5 -.018 056 ! 3803. 01 21 _ 1 ! M5 1 Y -� 0 - �0 I NC 22 1 _-�,-- I 2 -.003 I -.053 3605.31 23 3 -.007 -.06 4156.104 24 4 -.01 -.051 ! NC L25 - --] NC ---- - Material Takeoff City of Wheat Ridge Building Division RISA -2D Version 15.0.0 [C:\Users\Owner\DOCL[ments\RISA\Model Files\17.5' Roof Truss vaulted.r2d] Page 3 Van Dyke Engineering_ Neriine M I i.o vaulted roof truss 1 Feb 19 2017 at 1.56 PM I 17.5' Roof Truss vaulted.r2d Van Dyke Engineering Medine ( 17.5 vaulted roof truss 9 City of Wheat Ridge Building Division jSK-1 i Feb 19, 20_17 at 1:56—PM--� (( C 17,5' Roof Truss vaulted.r2d it Gust Factor Calcuiat--onc Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 _ 0,92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Table 26.11.-1 Internal Prsssurs Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs blain Wind Force .Resisting System (N, Iry Sc ) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.93 Kht,: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 1.3.43 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1980.24 ft^2 Reduction Factor based on Roof Area = 0.80 144IFRS-Wall Pressures for Tgind Norr:.:ai to 53 ft Wall(ti*ormal to Ridge) Wall Cp Pressure Pressure +GCpi (Psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -8.13 -3.29 Side Walls -0.70 -10.41 -5.57 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 21.00 0.91 1.00 0.80 13.12 6.50 11.34 14.63 Windward 11.00 0.85 1.00 0.80 12.22 5.89 10.73 14.02 Windward 1.00 0.85 1.00 0.80 12.22 5.89 10.73 14.02 Roof Location Cp Pressure Pressure +Gcpi(psf)-Gcpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.76 -11.09 -6.26 Windward - Max Cp -0.17 -4.36 0.48 Leeward Norm to Ridge -0.54 -8.58 -3.75 normal to P,icgo - Base Reactions - Walls+Roof= . Gcrj: Description Press Area Fx Fy Fz Mx My Mz _ psf --------------------------------------------------------------- Date 3/20/2017 Kip Project No. : JobNo Kip Company Name Baca K -ft Designed By Merline Leeward Wall Address 4050 Ammons Street Description addition to an existing reside City Wheat Ridge .00 Customer Name Customer .0 State Colorado Side Wall Proj Location 4050 Ammons Street, Wheat Ridg Input Parameters: Directional Proc9dure3 All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 105.00 mph Side Wall -10.41 Structural Category = III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 St = 1.00 Am = 0.15 Sm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 3,333333 12 Slope of Roof(Theta) - 15.52 Deg h: Mean Roof Ht = 23.50 ft Type of Roof = GABLED RHt: Ridge Ht = 26.00 ft Eht: Eave Height = 21.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 53.00 ft Bldg Width Across Ridge= 36.00 ft Gust Factor Calcuiat--onc Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 _ 0,92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Table 26.11.-1 Internal Prsssurs Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs blain Wind Force .Resisting System (N, Iry Sc ) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.93 Kht,: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 1.3.43 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1980.24 ft^2 Reduction Factor based on Roof Area = 0.80 144IFRS-Wall Pressures for Tgind Norr:.:ai to 53 ft Wall(ti*ormal to Ridge) Wall Cp Pressure Pressure +GCpi (Psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -8.13 -3.29 Side Walls -0.70 -10.41 -5.57 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 21.00 0.91 1.00 0.80 13.12 6.50 11.34 14.63 Windward 11.00 0.85 1.00 0.80 12.22 5.89 10.73 14.02 Windward 1.00 0.85 1.00 0.80 12.22 5.89 10.73 14.02 Roof Location Cp Pressure Pressure +Gcpi(psf)-Gcpi(psf) --------------------------------------------------------------------------- Windward - Min Cp -0.76 -11.09 -6.26 Windward - Max Cp -0.17 -4.36 0.48 Leeward Norm to Ridge -0.54 -8.58 -3.75 normal to P,icgo - Base Reactions - Walls+Roof= . Gcrj: Description Press Area Fx Fy Fz Mx My Mz _ psf --------------------------------------------------------------- ft^2 Kip Kip Kip K -ft K -ft K -ft Leeward Wall -8.13 1113 .00 9.04 .00 95.0 .0 .0 Side Wall -10.41 756 -7.87 .00 .00 .0 82.6 .0 Side Wall -10.41 756 7.87 .00 .00 .0 -82.6 .0 Windward Wall 6.50 530 .00 3.45 .00 55.1 .0 .0 Windward Wall 5.89 530 .00 3.1.2 DO 18.7 .0 .0 Windward Wall 5.89 53 .00 0.31 .00 0.2 .0 .0 Roof Windward -11.09 990 .00 -2.94 10.58 26.2 ,0 .0 Roof Leeward -8.58 990 .00 2.27 8.19 -20.2 .0 Q Side Wall -10.41 90 -0.94 .00 .00 .0 21.2 .0 Side Wall -10.41 ----------------------------------------------------------- 90 0.94 .00 .00 .0 -21.2 .0 Total .00 5898 .00 15.26 18.77 174.9 .0 .0 Nor mal. to Ridge - Bas, Reac;:,ions - wa7._Ls+Roof -GCni Description Press Area Fx Fy Fz Mx My Mz ------------------------------------------------------------------------------------- psf ft^2 Kip Kip Kip K -ft K -ft K -ft Leeward Wall -3.29 1113 .00 3.66 .00 38.5 .0 .0 Side Wall -5.57 756 -4.21 .00 .00 .0 44.2 .0 Side Wall -5.57 756 4.21 .00 .00 .0 -44.2 .0 Windward Wali 11.34 530 .00 6.01 .00 96.1 .0 .0 Windward Wall 10,73 530 .00 5.68 .00 34.1 .0 .0 Windward Wall 10.73 53 .00 0.57 .00 0.3 .0 .0 Roof Windward 0.48 990 .00 0.13 -0.45 -1.1 .0 .0 Roof Leeward -3.75 990 .00 0.99 3.57 -8.8 .0 .0 Side Wall -5.57 90 -0.50 .00 .00 .0 11.4 .0 Side Wall -----------------------------------------------------------------------------------'-- -5.57 90 0.50 .00 .00 .0 -11.4 .0 Total .00 5898 .00 17,04 3.12 159.0 .0 .0 Normal to Ridge - Base Reactions - d•Wallsi-Roos MIN 14Wn-RS--Wail Pressures f'or Wind hors al to 36 it wall (=�.ong Ridge" Wall Cp --------------------- Leeward Wail -0.41 Side Walls -0.70 Pressure Description Press Area* Fx Fy Fz Mx My Mz ------------------------------------------------------------------------------------- -5.57 Total psf ft^2 Kip Kip Kip K -ft K -ft K -ft Windward Wall 9.60 530 .00 5.09 .00 81.4 .0 .0 Windward 0.95 Wall 9.60 530 .00 5.09 .00 30.5 .0 0 Windward Windward Wall 9.60 53 .00 0.51 .00 0.3 .0 .0 Roof Windward 4.80 265 .00 1.27 .00 29.9 .0 .0 Roof Leeward 4.80 265 .00 1.27 -------------------------------------------------------- .00 29.9 0 .0 Total 1.00 0.85 .00 1643 .00 13.23 00 172.0 .0 .0 ivotas - Normal. `co Ridge Note (1) Per Fig 27,4-1 Note 7, Since Theta > 10 Deg base talcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press +- Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 15.5 Deg, h/1= 0.44 Note (6) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (7) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (8) Area* = Area of the surface projected onto a vertical plane normal to wind. 14Wn-RS--Wail Pressures f'or Wind hors al to 36 it wall (=�.ong Ridge" Wall Cp --------------------- Leeward Wail -0.41 Side Walls -0.70 Pressure Pressure +GCpi (psf) ----------- -GCpi (psf) ----------- -7.05 -2.21 -10.41 -5.57 Wall Elev KZ Kzt Cp qz Press Press Total ------------------------------------------------------------------- ft psf +GCpi -GCpi +/-GCpi Windward 26.00 0.95 1.00 0.80 13.72 6.91 11.75 13.96 Windward 21.00 0.91. 1.00 0.80 13.12 6.50 11.34 13.55 Windward 11.00 0.85 1.00 0.80 12.22 5.89 10.73 12.94 Windward 1.00 0.85 1.00 0.80 12.22 5.89 10.73 12.94 City of Wheat Ridge Building Division Is- N Roof - Dist from Windward Edge Cp Pressure Pressure Mx MY Mz Kip psf ft^2 +Gcpi(pef)-Gcpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 11.6 ft -0.90 -12.69 -7.86 Roof: 11.8 ft to 23.5 ft -0.90 -12.69 -7.86 Roof: 23.5 ft to 47.0 ft -0.50 -8.13 -3.29 Roof: 47.0 ft to 53.0 ft -0.30 -5.84 -1.01 _- ,i Ridge Description ----------------- Leeward Wall Side Wall Side Wall Windward Wall Windward Wall Windward Wall Roof (0 to h/2) Roof (0 to h/2) Roof (h/2 to h) Roof (h/2 to h) Roof (h to 2h) Roof (h to 2h) Roof (>2h) Roof (>2h) Leeward Wall Windward Wall Total Press Area Fx FY Fz Mx MY Mz psf ft^2 Kip Kip Kip X -ft K -ft K -ft ---------------------------------------------------------------- -7.05 756 5.33 .00 .00 .0 -55.9 .0 -10.47. 1113 .00 11.58 .00 121.6 .0 .0 -10.41 1113 .00 -11.58 .00 -121.6 .0 .0 6.50 360 2.34 .00 .00 .0 -37.4 .0 5.89 360 2.12 .00 .00 .0 -12.7 .0 5.89 36 0.21 .00 .00 .0 -0.1 .0 -12.69 220 .00 -0.75 2.68 6.6 -55.4 -15.4 -12.69 220 .00 0.75 2.68 -6.6 -55.4 15.4 -12.69 220 .00 -0.75 2.68 6.6 -23.8 -6.6 -12.69 220 .00 0.75 2.68 -6.6 -23.8 6.6 -8.13 439 .00 -0.95 3.44 8.5 30.1 8.4 -8.13 439 .00 0.95 3.44 -8.5 30.1 -8.4 -5.84 112 .00 -0.18 0.63 1.6 14.8 4.1 -5.84 112 .00 0.16 0.63 -1.6 14.8 -4.1 -7.05 90 0.63 .00 .00 .0 -14.4 .0 6.91 90 0.62 .00 .00 .0 -14.1 .0 .00 5898 11.26 .00 18.87 .0 -203.3 .0 along Ridge - Baa_ _._actions - .:alls+Roof -GCpi Description Press Area FX FY Fz Mx MY Mz Kip psf ft^2 Kip Kip Kip K -ft K -ft X -ft ------------------------------------------------------------------------------------- Leeward Wall -2.21 756 1.67 .00 .00 .0 -17.6 .0 Side Wall -5.57 1113 .00 6.20 .00 65.1 .0 .0 Side Wall -5.57 1113 .00 -6.20 .00 -65.1 .0 .0 Windward Wall 11.34 360 4.08 .00 .00 .0 -65.3 .0 Windward Wall. 10,73 360 3.86 .00 .00 .0 -23.2 .0 Windward Wall 10.73 36 0.39 .00 .00 .0 -0.2 .0 Roof (0 to h/2) -7.86 220 .00 -0.46 1.66 4.1 -34.3 -9.5 Roof (0 to h/2) -7.66 220 .00 0.46 1.66 -4.1 -34.3 9.5 Roof (h/2 to h) -7.86 220 .00 -0.46 1.666 4.1 -14.7 -4.1 Roof (h/2 to h) -7.86 220 .00 0.46 1.66 -4.1 -14.7 4,1 Roof (h to 2h) -3.29 439 .00 -0.39 1.39 3.4 12.2 3.4 Roof (h to 2h) -3.29 439 .00 0.39 1.39 -3.4 12.2 -3.4 Roof (>2h) -1.01 112 .00 -0.03 0.11 0.3 2.6 0.7 Roof (>2h) -1.01 112 .00 0.03 0.11 -0.3 2.6 -0.7 Leeward Wall -2.21 90 0.20 .00 .00 .0 -4.5 .0 Windward Wall 11.75 90 1.06 .00 .00 .0 -24.0 .0 ------------------------------------------------------------------------------------- Total .00 5898 11.26 .00 9.65 .0 -203.3 .0 Along Ridge - Base Reacc ons. - vialls+Rocf NSi: Description Press Area* Fx FY Fz Mx MY Mz Min Max P psf ft^2 Kip Kip Kip K -ft K -ft K -ft ------------------------------------------------------------------------------------- Windward Wall 9.60 360 3.46 .00 .00 .0 -55.3 .0 Windward Wall 9.60 360 3.46 .00 .00 .0 -20.7 .0 Windward Wall 9.60 36 0.35 .00 .00 .0 -0.2 .0 Windward Wall 9.60 90 0.86 .00 .00 .0 -19.6 .0 ------------------------------------------------------------------------------------- Total 3.60 .00 846 8.12 .00 .00 .0 -95.8 .0 .potes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel. to Ridge (All.), h/1= 0.44 Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Mini -mum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) Area* = Area of the surface projected onto a vertical plane normal to wind. Wind Pressure on Components and Cladding (Ch 30 pant 1) Width of Pressure Coefficient Zone "a" = 3.60 ft Description Width Span Area Zone Max Min Max P Min P ------------------------------------------------------------------------ ft ft ft^2 GCp GCp psf psf roof 6.00 53.00 936.3 1 0.30 -0.80 9.60 -1.3.16 wall 20.00 53.001060.0 4 0.70 -0.80 11.82 roof 6.00 3.60 21.6 2 0.43 -1.53 9.60 23.00 wall 20.00 3.60 72.0 5 0.85 -1.10 13.81 - . Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd 0.93 = 13.43 psf City of Wheat Ridge Building Division 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: l��U it�Ij Permit Number: bo f P3. U A ` 1 i -10i MLSQLA . ❑ No one available for inspection: Time AM/RM Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 J.: V- 1---r Ins p e1 Date: � �ector: / DO NOT REMOVE THIS NOTICE Ay� mVc-'S+, INSPECTION RECORD 1, t INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) 2 -cc, -(-7 Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical L; Sewer Service Plumbing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Mid -Roof Fire Inspection / Fire Protection Dist. Lath / Wall Tie Final Electrical 2'27-0 Rough Electric * 2-23-1-7 ,3 L( Rough Plumbing/Gas Line Final Mechanical Rough Mechanical Roof Rough Framing Final Window/Doors Insulation Final Building Drywall Screw/ Nail 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. Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. Final Electrical 2'27-0 C Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits - Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. **For Inspection Time Window Requests - Please email insptimereauest(cDci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE V� Building Inspection Division (303) 234-5933 inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F1 EC. I Job Address: d 'lf1S Permit Number: n w • ❑ No one available for inspection: Time / 2 ?S AM PM Re -Inspection required: Yes l o) *When corrections have been made; call for re -inspection at 303-234-5933 Date: W, Inspector:J�rJ. w DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division Jr(303) 234-5933 Inspection line r� (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Lf j1 Job Address: 14655 11-M1110ivS S7 - Permit Number: 7 017 60/6 y "5 ❑ No one available for inspection: Time iA /PM Re -Inspection required: es No *When corrections have been made, call for re-inspectionat3003-234-5933 Date: ! Inspector: _6&4' % L/! DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division Jr(303) 234-5933 Inspection line r� (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Lf j1 Job Address: 14655 11-M1110ivS S7 - Permit Number: 7 017 60/6 y "5 ❑ No one available for inspection: Time iA /PM Re -Inspection required: es No *When corrections have been made, call for re-inspectionat3003-234-5933 Date: ! Inspector: _6&4' % L/! DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `jeez, Job Address: t( 0 S'C) 4-;,yM oN S �f Permit Number: 7o i706 t, y f' L_ 7 k i l S d K i'1 t e"10A i r '� n _ � l✓�l� •rv� �i 0C�� ❑ No one available for inspection: Time 12 rz �AM% M Re -Inspection required: Yes 00 *When corrections have been made, call for re -inspection at 303-234-5933 Date: 2-23-17 Inspector: DO NOT REMOVE THIS NOTICE Q O CD O O ^l 00 W � M r �o v O x00 4- G 0 N CD0 V Ca oa A, W M f—I VOCD 0 O N -r-I W a m 0 m .a y a > m 0 0 A ro ro a mro u~ ro ti m v u ro ro m H m A S O m M b a b 0 a r o N C v 0 M U 7 A tm •p a w .ma b w u H 0 7 m o w a m 0 a 0 H 41 ma a ro u m m o 7 �+ m m A b A +1 N U M a a 0 .i U 3 o ro H A a 5 ro u o m ro ro a 0 3 � ° ro ai A 111 ro ro ro Ato A & N y,i v " ro u41 y m x m a y m o w W 0 a to 3 > ro ami 0 4, U H N a z 0 O S U 0 F z U a 0 W a N E x u a U U O m 0 J-1 O A 3 p bl H � H .d a � a � U A N 1 O b H 434-4 4j E R$ O h W � H 3 O U O N 4.) q U ri � b � �ro41 ri O O N 0 A U w -J rI 0 b W � O O U O z N -1 U w wa 0 b1 q r -I W .ly U n in I 11,12 i SUftM1nVr6,&__INSPEC TION RECORD DINSPECTION REQUEST LINE: (303) 234-5933 Occ upancy/Type Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Inspections from these entities shouid be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Concrete Encased Ground (CEG) /7�! Foundation / P.E. Letter 9,1 v t7 fi c.1 Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slag Inspections Date Inspector Comments Initials Electrical _ Sewer Service - Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing _ �v Inspections from these entities shouid be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Mid -Roof /7�! Fire Inspection / Fire Protection Dist. Lath /Wall Tie Final Electrical Rough Electric I Rough Plumbing/Gas Line Final Mechanical _ -� Rough Mechanical - Roof - — Rough Framing Final Window/Doors i 4 Insulation Final Building Drywall Screw / Nail NOTE. All items must be completed and approvbd 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. Final Inspections Date Inspector Initials Comments _ Landscaping & Parking / Planning Dept` _ �v Inspections from these entities shouid be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. — ROW & Drainage / Public Works Dept. — Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical --- - Roof <- 33,1/ -7 Final Window/Doors i 4 Final Building NOTE. All items must be completed and approvbd by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window Requests —Please email insotimereauest ci.wheatridpe.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From i CITY OF WHEAT RIDGE Building Inspection Divislan (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE/ Inspection Type: A / D — 4,f%tet Job Address: 4057-C> �4 n? ONS S7- Permit TPermit Number: 20/-7 DO/ / 3 ❑ No one available for inspection: Time %U%SU /A4/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 p -� ��all Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE �� Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Gl -_ ��� -c r ��1P� Zu Job Address: Yd So A -M Nt o'vs S7 - Permit Number: 2ol 7,0o / 6 ,!n r & v ❑ No one available for inspection: Time `5;7 A /PM Re -Inspection required: Yes (9 When corrections have been made, call for re -inspection at 303-234-5933 Date: Z"ZI-1-7 Inspector: DO NOT REMOVE THIS NOTICE b ' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i� r' / r j '\ 4 if Job Address: Cl C ' S Permit Number: C ) -2 Q ( / I ©Ufr� ❑ No one available for inspection: Time % " `fib AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re specti n at 303-234-5933 Date: Inspector: ti DO NOT REMOVE THIS NOTICE 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: L ON 5 5 7- Permit Number: / 61-1 L4 1-1 ell r" ❑ No one available for inspection: Time /PM` Re-Inspection required: Ye No When corrections have been made, call for re-inspection at 303-234-5933 Date: 7 Inspector: E DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office, • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t Job Address: Permit Number: 2o/ l / ❑ No one available for inspection: Time AM% M Re -Inspection required: YesNo *When corrections have been made, call for re -inspection at 303-234-5933 1-11-1 ..'Date: (&-/_7 Inspector: /e, t, - DO DO NOT REMOVE THIS NOTICE .411 City of Wheat Ridge Homeowner Electrical PERMIT - 201700164 PERMIT NO: 201700164 ISSUED: 02/03/2017 JOB ADDRESS: 4050 Ammons ST EXPIRES: 02/03/2018 JOB DESCRIPTION: Install new 100 amp box to shed and lights *** CONTACTS *** OWNER (720)448-5957 DIYORIO SHERI L *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,250.00 FEES Total Valuation 0.00 Use Tax 22.50 Permit Fee 53.70 * * TOTAL * * 76.20 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. Consultations and inspections will only be performed with the homeowner of record present. 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 thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed d that all work to b performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signat of OWNER or CONTRACTOR (Circle one) Date I . Tf permit was issued based on the information provided in the permit application and accompanying dans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans 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 origiined. Issuance of a new permit shall be subject to the standard nal permit fee. 3. If this permit expires, anew permit may be required to be obta 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 any applicable code or any rd'nance or regulation of this jurisdiction. Approval of work is subject to Held inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Wheat*idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Add to Permit # 6� Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner Property Owner Email: csk ('.11^t L � �- ifs G a Cas -L � Mailing Address: (if different than property address) Address: 11 D 5J2 6�11�ZZOG1,�' City, State, Zip: Submitting Company: LLUe-0, W kw- Contact Person: Phone: Contractor: Contractors City License #: Contractor E-mail Address: Phone: Phone: �� ic." 15 '7 Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: ,JjZ�46- k u,VA 1Ui wr 100 kvt-e E0y -Y o S i. -Tust0.t � �' rti4 s Z 5 , roo ,, Re GS64 S bx,�--, Sq. FULF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 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) of (OWNER) (CONTRACTOR) PRINT NAME: -� i6t �__ SIGNATURE: DEPARTM ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required USE ONLY DATE: — '-/ OCCUPANCY CLASSIFICATION: Building Division Valuation: $ City of WheatP-,j,,,dP Aw", e COMMUNITY DEVELOPMENT g Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s):yeqll,t/L _( thiel Project Property: q0!22�'0' it Notarized signature plicant State of Colorado✓ } County of a12 l2"So } ss The fo``regoin(�g instrument was acknowledged by me this 3�d day of e�x+,er , 20 /7 by �0Nr1 A llac4 TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO I NOTARY ID 20164015481 j MY COMMISSION EXPIRES APRIL 22, 2020 l— My Commission Expires _qJ a2 J20.26 Notary Public FL�M 1/30/2017 GE PowerMark Gold %%Amp 20 -Space 20•Circuit Indoor Main Breaker Value Kit TM2010CCU2K- The Home Depot l-lome / Electrical / Power Distribution / Breaker Boxes / Main Breaker Load Centers / Main Breaker Box Kits Model # TM2010CCU2K Internet#100115205 Store SKU #675106 GE PowerMark Gold 10.0 -Amp 20 -Space 20 -Circuit Indoor a M Main BreakerValue Kit (11) Write aReview Questions& t : Answers (12) Indoor NEMA 1 enclosure s" Main breaker is factory installed Includes five 20 Amp circuit breakers 1 i • • _, r Pick Up In Store Today Free store pickup at Santa Fe ❑2 in stock Aisle 05, Bay 003 Text to Me Change Pickup Store $62.00/each • Quantity Or buy now with We're unable to ship this item to: AK,GU,HI,PR,VI Product Overview We'll Ship It to You Free Shipping Expect it February 3 - February 7 See Shipping Options Schedule delivery as soon as tomorrow "j, Live Chat http://www.homedepot.com/pJGE-PawerMark-Gdd-100-Amp-20-Space-20-Circuit-Indoor-Main-Breaker-VaIt-IGt-TM2010CCU2K/100115205 1/4 1/30/2017 GE PowerMark Gold 100 -Amp 20 -Space 20 -Circuit Indoor Main Breaker Value Kit-TM2010CCU2K- The Home Depot COMPATIBLE CIRCUIT BREAKERS Shop for circuit breakers compatible with this breaker box. This value kit includes 5 20 -Amp Single -Pole THQL 1 in. Circuit Breakers. The Info & Guides Shop Now load center includes a sturdy tin-plated copper buss bar and a galvanized box for Warranty increased durability and reliability. The one-piece interior removes and re -installs easily. Indoor NEMA 1 enclosure with combination surface/flush front. This load You wtl need Adobe® Acrobat® Reader to view PDF documents. Download a free copy from the Adobe Web site. center is UL listed and ANSI Certified. • Rust -resistant galvanized box • Highly conductive copper buss bar • Factory -installed main breaker, full-length neutral bars, top or bottom feed and self-adjusting, dead -front cover • 100% rated split neutral on each side • Single-phase, 3 -wire, 120/240 -Volt and 22K AIC rating • All neutral holes rated for 14 - 4 wire • Accepts GFCI and AFCI breakers • UL listed and ANSI certified • Indoor fronts for surface or flush installations • Includes 5 THQL1120 20 -Amp single -pole circuit breakers • Includes select circuit breakers • Learn More About Electrical Panels Here in our Buying Guide. live Chat http://www.homadepot.com/p/GE-PowerMark-Gold-100-Amp-20-Space-20-Circuit-Indoor-Main-Breaker-Value-Kit-TM201OCCU2KI100115205 2/4 1/30/2017 GE PowerMark Gold 100 -Amp 20 -Space 20 -Circuit Indoor Main Breaker Value Kit-TM2010CCU2K- The Home Depot Load Center Load Center and Breaker Kit Selection Guide 1 Which GE PowerMork Gold Load Center Indoor is best for you? 20 What is the main ane -piece ante io amperage rating? rema�es and reinBtdls easily Typically, older homes have 100A load Main Breaker centers. Newer homes often have 200A. 251b Live Chat Subponels may range from 40-125A. 100 Returnable Fulldength ntrntrt ©How many 1 -pole circuit are easier to wire reduanginstallat spaces are required? time and cost Older homes can require 12-20 spaces, while newer homes generally call for 20 or more. Mimmum 100% Use the GE Circuit Breaker Selection neutral t4rmtnabi Guide to determine the total number of slots required. Sturdy Coppet but ®How will it be used? and galvanised bi increase durabibt A primary service entrance load center and relioWkty requires a Main Breaker. for a subpanel connected to a main breaker, Main Lugs are the right choice. Where will it be used? If it will be installed in your basement, garage or the living area of your home, choose an indoor load center. For instal- lations where it will be exposed to the weather, choose on outdoor load center. Main breaker configurown allows top of bottom feed without modification Combirwtion slatted/Robertson square -dr" speeds screw wiring Al toles rated for 14.4 u im steel (not plastic) breoker mounting rail 100% fated spkl neutral on each side Tie bar may be rernoved to split neutral/ground Accepts GE Q -Line branch breakers, including GE's exclusive 1/2' THQPs Select Equipment Ground and Isolated Bus Bars 12 -Hoke Ground TGK12CP 24�11ole Ground TGK24CP 32 -Hoke Ground TGK32CP 42Hoke Grocnd TGK42CP • Click here for more information on Electronic Recycling Programs Specifications Dimensions Load center depth (in.) 3.75 Load center width (in.) 14 Load center height (in.) 23 Details Electrical Product Type Load Center and Breaker Kit Number of Phases 1 Indoor/Outdoor Indoor Number of Spaces 20 Load Center Type Main Breaker Product Weight (lb.) 251b Live Chat Maximum Amperage (amps) 100 Returnable 90 -Day http://www.homedepaLcom/p/GE-PowerMark-Gdd-100-Amp-20-Space-20-Circuit-Indoor-Mairr-Breaker-Value-Kit-TM2010CCU2K/100115205 314 1/30!2017 Mounting type GE PowerMark Gold 100 -Amp 20 -Space 20 -Circuit Indoor Main Breaker Value Kit-TM2010CCU2K - The Home Depot Warranty / Certifications Certifications and Listings Plug In Voltage (volts) 1 -UL Listed Manufacturer Warranty How can we improve our product information? Provide feedback. 240 One year warranty from first use. Live Chat http:l/www.homedepotcom/p/GE-PowerMark-Gold-100-Amp-20-Space-20-Circuit-Indoor-Main-Breaker-Vadue-Kit-TM2010CCU2K/100115205 4/4 City of Wheat Ridge Res. Garage/Carport PERMIT - 201700113 PERMIT NO: 201700113 ISSUED: 01/26/2017 JOB ADDRESS: 4050 Ammons ST EXPIRES: 01/26/2018 JOB DESCRIPTION: Install 566 sf work shop with shed style doors. *** CONTACTS *** OWNER (720)448-5957 DIYORIO SHERI L GC (303)289-8620 Sean Sant 022249 A -Shed USA *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,000.00 FEES Total Valuation 0.00 Plan Review Fee 184.31 Use Tax 270.00 Permit Fee 283.55 ** TOTAL ** 737.86 J *** COMMENTS *** *** CONDITIONS *** WM: Approved per plans and red -line notes on plans. Must comply with 2012 IRC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. MR: Shed cannot exceed 10' at mid -roof. 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. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Res. Garage/Carport PERMIT - 201700113 201700113 ISSUED: 01/26/2017 4050 Ammons ST EXPIRES: 01/26/2018 Install 566 sf work shop with shed style doors. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all appli "e municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the prope am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest am legally authorized to include all entities named within this document as parties to the work to be per and that al rk to be performed is disclosed in this document and/or its' accojnpanyirjg approved plans and specifications. Signat OWNER or CONTRACTOR (Circle one) Date 1, Thi ermit was issued based on the information provided in the permit applicati nand accompanying plans and specifications and is su ect to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. T is 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 pen -nit 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 ay manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit h, ider 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 ap lic bl ode or any ordiianA or re ulation 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 BUS SSS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of ]��Whcatfk icige COMMUNi7Y 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 Email: permits .ci.wheatridge.co.us URC FOR OFFICE USE ONLY1 Date: , Plan/Permit # l "I v Q Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: o A✓,y, S fi Property Owner (please print): S% P D j g 0 r r' o Phone: 72 y Property Owner Email: S I of (G� C� c Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: _ S ►"'e �` V, ✓�` Contractors City License #: Phone: Contractor E-mail Address: Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: ' Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) EWSIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ /5;)I) 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. r�� CIRCLE ONE: (OWNS (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: L— OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ Rev. 06/2014 RESIDENTIAL Building Permit – Plan Review Worksheet Address: 2%05© Zoning:– 2 Lot Size: sq. ft. Lot Width: ft. Property in the flood plain? _ If yes, add surveying condition FLD. Type of project (applicable survey conditions in parenthesis): Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) Ll New ILC and site plan yes (FND) if Win 2' of setback (NRS) if in floodplain (FLD) Maximum Lot Coverage: 40 % -- 3 30 :p sq. ft. Existing Improvements: House: -2 Z S -4– sq. ft. XV blr(ghe4-_. 2©© sq. ft. Detached garage: sq ft. Other: sq. ft. Proposed Improvements: House/addition: sq. ft. Shed: 56 le sq. ft Detached Garage: sq. ft. Other: sq. ft. Total Existing _ 2L-�G :; sq. ft Propo sed+Exi sting 501-3 s ft Lot Coverage 2A . S % Lot Coverage 3 % q Required Setbacks: FR �� S 5 ` S �' —R 5` Provided Setbacks: FR > 2-S S> 5 S S R 5 For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: I S ft. Maximum Size: 0 CV -111� s``' ftp Proposed Height: * 12 ft. Proposed Size: 5 (�. (�, 47 s q. ft.0 q Parkland: If the permit is for new construction, have parkland dedication fees been paid? If no, add condition PFEE, notify owner, and notify building division. Streetscape: Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase floor area by 60% or more (see formula) (proposed floor area — existing floor area ) / existing floor area = % inc. If any box is checked... SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter 05 -foot 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. Rev. 06/2014 Other notes/considerations: Access ❑ 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 Ll For one -and two-family dwellings, one tree for every id feet of street frontage is required. Street trees required: Street trees provided: ❑ 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. City of � Wheat idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29°i Ave. Sec. 26-209. Residential -Two District (R-2). Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 A. Intent and purpose: This district is established to provide high quality, safe, quiet and stable low to moderate -density residential neighborhoods, and to prohibit activities of any nature which are incompatible with the residential character. B. Development standards: Notes: (a) Corner lots shall have a minimum lot width of eighty (80) feet for both street frontages. (b) Front setback reductions may be allowed in accordance with Section 26-611. (c) Any side or rear yard which abuts a public street shall have a minimum setback of twenty five (25) feet for all structures, with the following exception: For corner lots that are sixty (60) feet or narrower in width, this requirement shall be reduced by half. (d) Front setbacks for structures on lots or portions of lots which abut cul-de-sacs may be reduced to ten (10) feet for those portions of lots which abut a cul-de-sac bulb. (See Figure 26-123.3 at the end of section 26-123) (e) A total of fifteen (15) feet side yard setback for every individual lot with a minimum of five (5) feet on one (1) side. (f) See Section 26-625 for additional regulations pertaining to accessory buildings. (g) Fifteen -foot setback for the first story and five (5) feet for each additional story. (Ord. No. 2001-1215, § 1, 2-26-01; Ord. No. 1313, § 5, 10-27-03; Ord. No. 1448, § 2, 8-24-09; Ord. No. 1575, § 5, 7-13-15) Minimum Maximum Maximum BuildingMinimum Minimum Lot Minimum Front Setback (b) 25' (d) Minimum Side ..Setback 5' (e) Rear . 10' Height Coverage ,. Onellfam ily 35' 40% 9,000 sf 75' dwelling Two-family 35' 40% 12,500 sf 100' 25' (d) 5' per story 10' dwelling (e) Group home 35' 40% 9,000 sf 75' 25'(d) 5' ' per story 10, Churches, schools, government and quasi - government buildings, golf 35' 40% 1 acre 200' 25' (d) 15' (g) 20' courses, small day care center, and nursing, elderly and congregate care homes Accessory 5' if <= 10,' in Buildings (f) Major 15' 1,000 sf per N/A N/A 25' (d) 5' height, 10' if > 10' in unit height Minor 10' 400 sf N/A N/A 25' (d) 5' 5' All Other Uses 35' 40% 9,000 sf 75' 25' (d) 5' (e) 10' Notes: (a) Corner lots shall have a minimum lot width of eighty (80) feet for both street frontages. (b) Front setback reductions may be allowed in accordance with Section 26-611. (c) Any side or rear yard which abuts a public street shall have a minimum setback of twenty five (25) feet for all structures, with the following exception: For corner lots that are sixty (60) feet or narrower in width, this requirement shall be reduced by half. (d) Front setbacks for structures on lots or portions of lots which abut cul-de-sacs may be reduced to ten (10) feet for those portions of lots which abut a cul-de-sac bulb. (See Figure 26-123.3 at the end of section 26-123) (e) A total of fifteen (15) feet side yard setback for every individual lot with a minimum of five (5) feet on one (1) side. (f) See Section 26-625 for additional regulations pertaining to accessory buildings. (g) Fifteen -foot setback for the first story and five (5) feet for each additional story. (Ord. No. 2001-1215, § 1, 2-26-01; Ord. No. 1313, § 5, 10-27-03; Ord. No. 1448, § 2, 8-24-09; Ord. No. 1575, § 5, 7-13-15) "04015 04055 I 08100 MMONS ST rim R CD Property appraisal system Page 1 of 1 j Property j Information GENERAL INFORMATION PIN/Schedule: 300026873 AIN/Parcel ID: 39-233-14-010 Status: Active Property Type: Residential Property Address: 04050 AMMONS ST JOwner Name(s) WHEAT RIDGE CO 80033 4440 JDIYORIO SHERI Mailing Address: SAME ADDRESS AS PROPERTY Neighborhood: 2406 - BEL AIRE,HILLCREST HEIGHTS, MELROSE MANOR AREA PROPERTY DESCRIPTION Subdivision Name: 523200 - MELROSE MANOR Block Lot Key Sectio Township Range 2uarterSection Land S ft 004 0002 123 3 69 SW 18326 otal 18326 I Ass' sor Parcel Maps Associated with Schedule gmag 233.r)df Interactive Mar) PROPERTYINVENTORY Property Type RESID Year Built: 1956 Adjusted Year Built: 1956 Design: Ranch Improvement Number: 1 v Item Quality No. FULL BATH Average 1 3FIX-3/4 BATH Avera e 2 MAIN FIREPLCE Average 1 MAIN BEDROOM 3 BSMT BEDROOMI 11 EVAPCOOLER 1 11 SALE HISTORY Areas Quality Construction Sqft FIRST FLOOR Average M 1919 BSMT TOTAL Average 1343 COVERED PORCH Average 338 BSMT GARAGE Average 576 BSMT FINISHED JAveragel 1 403 Land Characteristics ITypical Sale Date Sale Amount Deed Type Reception 04-27-1995 0 Quit Claim Deed F0048520 12-28-2004 0 Quit Claim Deed F2155702 05-17-2011 0 Letter or Letters 2011058787 06-24-2011 249,500 Personal Representative Deed 2011058788 11-08-2013 1 0 lQuit Claim Deed 12013135987 12-19-2013 1 0 lQuit Claim Deed 12013147311 TAX INFORMATION 2015 Payable 2016 Actual Value otal 331,430 Assessed Value otal 26,382 Treasurer Information View Mill Levy Detail For Year 2016 2015 Mill Levy Information Tax District 3139 County 24.2120 School 47.4870 WHEAT RIDGE 1.8300 REGIONAL TRANSPORTATION DIST 0.0000 URBAN DRAINAGE&FLOOD CONT DIST 0.5530 URBAN DRAINAGE&FLOOD C SO PLAT 0.0580 WHEATRIDGE FIRE DIST 12.5270 WHEATRIDGE SAN DIST 0.4680 WHEATRIDGE WATER DIST 0.0000 otal 1 87.1350 http://atsjeffco.us/ats/displaygeneral.do?sch=026873 effco.us/ats/displaygeneral.do?sch=026873 01 /26/2017 Job Truss Truss Type Qty Ply A-Shed 2771223 ' 86417 T02 COMMON 4 1 Job Reference o tional UFP Lafayette, LLC, Lafayette, CO80026, Tom Craig 8.030 e Oct 5 2016 MiTek Industries, Inc. Fri Jan 20 11:31'47 2017 Page 1 of 1 ID:OD8WIIupZd?ckiSkxdSblfztT?Q-EONe aLevhMOtFbSVw3ugGjaKdl_ZIPSIeV3vtztSvg -0-10.8 6-6-0 13-0-0 13-10-8 6-6-0 I 6-6-0 0-10-8 4x4 = C 4.00 12 H W1 g D E f 1 X8 5 F 1.5x4 II 3x8 1 6.6-0 13-0-0 ' 6.6-0 6-6-0 Plate Offsets (X,Y)— [B:0-3-14.0-1-81, D:0-3-14 0-1-8 T(P CLL 40.0 SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP (Roof Snow--40.0) Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.11 D-F >999 240 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.77 Vert(CT) -0.17 D-F -888 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 D n/a n/a BCDL 10.0 Code IBC2015/rP12014 Matrix-RH Weight: 35 Ib FT = 10% LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. [PB] BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. WEBS 2x4 WW Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=86310-5-8 (min. 0-1-8), D=863/0-5-8 (min. 0-1�8) Max HorzB=67(LC 8) Max UpliftB=-290(LC 6), D=-290(LC 7) FORCES. (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-B=0/26, B-G=-1314/479, C-G=-1196/492, C-H=-1196/492, D-H=-1314/479, D-E=0/26 BOT CHORD B-F=-331/1129,D-F=-331/1129 WEBS C-F=0/304 NOTES- 1) Wind: ASCE 7-10; Vult=146mph (3-second gust) Vasd=115mph; TCDL=6.Opsf; BCDL=6 Opsf; h=20ft Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 Ib uplift at joint B and 290 Ib uplift at joint D. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard City of Wheat Ride Building Divisr. Job Truss Truss Type Ory Ply 277/223 86417 T03A FAN 6 1 �A-Shed Job Reference (optional) UFP Lafayette, LLC, Lafayette, CO 80026, Tom Craig 8.030 e Oct 5 2016 MiTek Industries, Inc. Fri Jan 20 1135:22 2017 Page 1 of 1 ID:OD81MlupZd?ckiSkxdSblfzl f?Q-ROsw55yVGIStAIXnbZQJtc7MIlg6Rp95kb4xywztSsJ r0-10-8 4-10-15 8-3-4 12-0-0 J 15-8-12 19-1-1 24-0-0 '0 4-10-15 3-4-5 3-8-12 3-8-12 ' 3-4-5 4-10-15--i 5x8 = E I 4.00 12 1.5x4 11 1.5x4 11 D F 1.5x4 C L M 1.5x4 C G I v B H 82 I K J 4x8 = 6x8 = 3x6 = 6x8 = 4x8 = 8-7-0 15-5-0 24-0-0 _ ' 8.7-0 6-10-0 8-7-0 -� LOADING (psf) TCLL40.0 SPACING- 2-U CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow= 40.0) Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.25 I -K >999 240 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.78 Vert(CT) -0.41 H-1 >688 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.11 H n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix -R Weight: 80 lb FT=10% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-12 oc purlins. (P) BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 5-3-15 oc bracing. WEBS 2x4 WW Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed Burin truss erection, in accordance with Stabilizer Installation guide, REACTIONS. (Ib/size) B=1532/0-3-8 (min. 0-2-6), H=1425/Mechanical Max Horz B=123(LC 8) Max UpliftB=-469(LC 6), H=-395(LC 7) FORCES. (Ib) - Maximum Compression/Maximum Tension TOP CHORD A -B=0/25, B -C=-3535/1368, C -L=-2948/1112, D -L=-2882/1121, D -E=-2931/1207, E -F=-2951/1219, F -M=-2902/1134, G -M1 -2969/1120, G -H=-3583/1407 BOT CHORD B -K=-1223/3271, J -K=-6682127, 1-J=668/2127, H -I=-1264/3339 WEBS D -K=-461/232, F -I=-467228, C -K=-608/348, E -K=-359/1118, E-1=-376/1167, G-1=-072/381 NOTES - 1) Wind: ASCE 7.10; Vult=146mph (3 -second gust) Vasd=115mph; TCDL=6.Opsf; BCDL=6.Opsf; h=20ft; Cat. Il; Exp C, enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown; Lumber 130L=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category Il; Exp C. Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 469 Ib uplift at joint B and 395 Ib uplift at joint H. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard C.[, �vvi t t fdU .. BUI/Vlt}f' f' Job Truss Truss Type Qb' Ply -]A-Shed 277/223 86417 T03C GABLE 1 1 Job Reference o bona/ __ ____ UFP Lafayette, LLC, Lafayette, CO 80026, Tom Craig 8 030 e Oct 5 2016 MiTek Industries, Inc, Fri Jan 20 11 �36 57 2017 Page 1 of 1 D:ODB WIIupZd?ckiS kxdSblfztT?Q-9f6g2a55vxQ P4u 11 fOdbEeYin bF9CzY4atbTnvztSq V0-1._r 0-$ 12-0-0 24-0-0 .-- 110-04 10-8�� 12-0-0 1 12-0-0 4x4 = I J 4.00 F12 H G K F L AE E M D AF N T T T C T T 0 T T T T T i T T TI N 8 P I. 3x4 = AD AC AS AA Z Y X W V U T S R Q 3x4 = 3x6 = 24-0-0 24-0-0 LOADING (psf) TCLL 40.0 SPACING- 2-M CSI. DEFL in (loc) udefl Ud PLATES GRIP (Roof Snaw=40.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.00 A n/r 120 MT20 169/123 TCLL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT) 0.00 A rVr 90 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 P We n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -R Wei ht 87 Ib FT = 10 g LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. [P) BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 WW Stud/Std MiTek recommends that Stabilizers and required cross br,-3 nt g be installed OTHERS 2x4 WW Stud/Std during truss erection, in accordance with Stabilizer Installation ouide. REACTIONS. (Ib/size) P=197/24 -M (min. 011-10), B=297/24 -M (min. 0-4-10), W=153/24-0-0 (min. 0-4-10), X=16024-0-0 (min, 0-4-10), Z=161/24-0-0 (min 0-4-10), AA=154/24-0-0 (min. 0-4-10), AB=194/240-0 (min. 011-10), AC= -9/24-0-0 (min. 04-10), AD=493/24-0-0 (min. 0-410), V=160/24-0-0 (min. 0.4-10). U=161/24-0-0 (min. 0-4.10), T=153/24-0-0 (min. 0-4-10), S=198/24-" (min. 04-10), R= -26/24-M (min. 0-4-10), Q=520/24 -M (min. 0.4-10) Max HorzB=123(LC 8) Max UpliftP=-46(LC 7), B=-107(LC 6), X=-53(LC 8), Z=-64(LC 6), AA=-60(LC 6), AB= -71 (LC 8), AC= -1 4(1-C 4), AD=-185(LC 8), V=-49(LC 9), U=-65(LC 7), T=-59(LC 7), S=-73(LC 9), R=-26(LC 1), Q=-198(LC 9) Max GravP=197(LC 1), B=297(LC 1), W=153(LC 1), X=204(LC 2), Z=202(LC 2), AA=195(LC 2), AB=227(LC 2), AC=6(1-C 12), AD=493(LC 1), V=206(LC 3), U=205(LC 3), T=196(LC 3), S=238(LC 3), R=7(LC 7), Q=520(LC 1)' FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD A -B=0/25, B -C=-105/59, C -D=-62/94, D -AE= -21/99, E -AE= -10/102, E -F=-37/120, F -G=-36/136, G -H=-37/167, H -I=-38/195, 1-J=-38/195, J -K=-37/167, K -L=-37/133, L -M=-37/101, M -AF= -9/65, N -AF= -22/62, N -O=-64/55, O -P=-69/61 BOT CHORD B-AD=0/86, AC-AD=0/86, AB-AC=0/86, AA-AB=0/86, Z-AA=0/86, Y -Z=0/86, X -Y=0/86, W -X=0/86, V -W=0/86, U -V=0/86, T -U=0/86, S -T=0/86, R -S=0/86, Q -R=0/86, P -Q=0/86 WEBS I -W=-127/0, H -X=-177(71, G -Z=-175/92, F -AA= -173/85, E -AB= -185/97, D -AC= -22123, C -AD= -373/225, J -V=-179/71, K -U=-177/92, L -T=-174/85, M -S=-194/99, N -R=-20/15, O -Q=-385/239 NOTES - 1) Wind: ASCE 7-10; Vult=146mph (3 -second gust) Vasd=115mph; TCDL=6.Opsf; BCDL=6.Opsf, h=20ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7.10; Pf=40.0 psf (flat roof snow); Category II; Exp C. Partially Exp.; C1=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 14-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 Ib uplift at joint P, 107 Ib uplift at joint B. 53 Ib uplift at joint X, 64 Ib uplift at joint Z, 60 Ib uplift at joint AA, 71 Ib uplift at joint A8, 14 Ib uplift at joint AC, 185 Ib uplift at joint AD, 49 Ib uplift at joint V, 65 Ib uplift at joint U, 59 Ib uplift at joint T, 73 Ib uplift at joint S, 26 Ib uplift at joint R and 198 Ib uplift at joint Q. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TP 1 1. LOAD CASE(S) Standard ' Cia Wileac IC Buiidin� ;i wheai 8 Ma 4 t w G J Q, ity of (F3,uil heat Ridgy - ivisdn w Job Truss Truss Type Qty Ply 277/223 86417 T02A GABLE 1 1 �A-Shed Job Reference (optional) UFP Lafayette, LLC, Lafayette, CO 60026, Tom Craig 8.030 e Oct 5 2016 M!TeK Industries, Inc. Fri Jan 20 11:3206 2017 Page 1 of 1 ID:OD8 Wllu pZd?ckiS kxdS blfztT?Q-BgOgz4aZRXIhfAY66PvLxG?_KHxI WMVFf5bZ4 HztSvN -0-10-8 6-6-0 13-0-0 1 13-10-8 0-10.8 6.6-0 6-6-0 0-10-8 4x4 = E 1.5x4 II 1.5x4 II 400 FIT D F 1.5x4 II 1.5x4 II G C P ' O T T 3T2 T1 T1 B 71 H UH U Pi LiI M L K J = N 3x4 3x4 = 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II 13-0-0 _ _ _-- 13-0-0 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.00 1 n/r 120 MT20 169/123 (Roof Snow=40.0) TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT) 0.00 H n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 H n/a rVa BCDL 10.0 Code IBC2015(rP12014 Matrix -R Weight: 40 Ib FT = 10 __-_- LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. [P] BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 WW Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed OTHERS 2x4 WW Slud/Std Burin truss erectionlin accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=291/13 -M (min. 0.2-12), H=291/13-0-0 (min. 0-2-12), L=213/13-0-0 (min. 0-2-12), M=3/13-0-0 (min. 0-2-12), N=466/13-0-0 (min. 0-2-12), K=3/13-0-0 (min, 0-2-12), J=466/13-0-0 (min. 0-2-12) Max Horz B=67(LC 8) Max UpIAB=-125(LC 6), H=-134(LC 7), L=-11(LC 8), M=-9(LC 6), N=-176(LC 8), K=-9(LC 4), J=-176(LC 9) Max GravB=292(LC 2), H=292(LC 3), L=213(LC 1), M=31(LC 2), N=509(LC 2), K=31(LC 3), J=509(LC 3) FORCES. (Ib) - Maximum Compression/Maximum Tension TOP CHORD A -B=0/25, B-0=-71/47, C-0=-26/62, C -D=54/110, D -E=-27/123, E -F=-27/123, F -G=-64/110, G -P=0/62, H -P=-71/21, H -I=0/'25 BOT CHORD B -N=0/59, M -N=0/59, L -M=0/59, K -L=0/59, J -K=0/59, H -J=0/59 WEBS E -L=-160/37, D -M=57/24, C -N=-394/240, F -K=-57/24, G -J=-394/240 NOTES - 1) Wind: ASCE 7-10; Vult=146mph (3 -second gust) Vasd=115mph, TCDL=6.Opsf; BCDL=6.Opsf; h=20ft; Cat. 11; Exp C. enclosed, MWFRS (envelope) gable end zone and C -C Extenor(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. ./ 7) Gable studs spaced at 1.4-0 oc. or City Of 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Iiva Ib�oYR�I/binJ9�t Ll 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1251b uP.—Rall"tiMUMM091 9 Ib uplift at joint M, 176 Ib upli t at joint N, 9 Ib uplift at joint K and 176 Ib uplift at joint J. 1 \ 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 . DE-VELOPM ENT Wheat Ridge Building Division LOAD CASE(S) Standard Approved Pians POU Examiner Dute VOkMy of permit: The issuance of a permit or approval of plans, speCftGtions and Computations shall not he a permit for, or an approvd of. any violation to any of the provisions of the buildjrtg Code or of any City ordinances. Permits presurning to give authority to violote or Cancel the provisions of the Bulld;ng codes or other ordinances Of the City shall not he valid.. WHERE NEW FNDTN MEETS EXIST., DOWEL. ALL BARS 6' INTO EXIST. 2X SOLE PLATE CONCRE U.N.O. FOLK D00 SEE DETAIL PROVIDE ANCHOR BOLT N LAYOUT PER FOUNDATION DETAIL. TYP. U.O.N. PROVIDE 2X4 PLATE BRACING TO TOP (MORD OF TRUSS 0 8'-0' DOWN TO WALL PLATE AND TRUSS CHORD AT EACH END TYP. T & R WALLS DOUBLE 2'X4' TOP PLATE INTERLOCK AT CORNERS PROVIDE SIMPSON H3 HURRICANE CUP (1) EA END OF EA TRUSS SIMPSON HTT4 --- FOUNDATION STRAP 7/16' (NOM.) O.S.B. FASTEN W/ Bd NAILS SIMPSON HTT4 O6'O.C. FOUNDATION STRAP m. ROLL -UP DOORS (1) 16070 SHOWN lA SAB •) N® �leL�rt,�� (SEE SCHEDULE) SIMPSON HT14 FOUNDATION STRAP SIMPSON M4 FOUNDATION STRAP 3'-0' X 6'-8j__/ DOOR LENGTH (20'-0' TO 50'-07 ROOF SHEATHING SCM = ORIENTED STRAND BOARD (O.S.B.) FOUNDATION PLAN PANEL THICKNESS= 7/16' SPARATING 24/16 N0.T.S. NOTE AT EXIST. CONC. WALLS, USE RETROFIT LONNG 1 DIM. PERPENDICULAR TO TRUSSES FOUNDATION ANCHORAGE: SIMPSON HTT4 W/ %' DIA FOR LL > 63 PSF 0 24' SPAN ALL -THRID EMBEDDED 5' (MIN.) INTO CONC. AND SET USE 5/8' O.S.B. WITH 8d 0 6- W1 SIMPSON S.E.T. EPDXY. I SUPPORT NAILING SPAN RATING 48124 GABLE END TRUSS JS ROOF TRUSSES C EDY l) 2'X4 BLOCKING LT DOOR OCATION, -0' X 6'- 3EE HDR RE: FOUNDA AN 4 SIDE WALL DETAIL DETAIL FOR N.T.S. BOLT LAYOUT TYPE A OR DOOR & WINDOWS (SEE SCHEDULE) 8' SMART PANEL NAIL TO STUDS 'H 8d COMMON ILS 0 6' O.C. NOTES: 1. FRAMING CONDITIONS SHOWN ON THE ELEVATION ARE FOR STANDARD GARAGE CONSTRUCTION AND MAY VARY SLIGHTLY. IF ACTUAL LAYOUT VARIES SIGNIFICANTLY FROM THAT SHOWN HEREIN. CONTACT STRUCTURAL ENGINEER FOR APPROVAL - v CONCRETE SOLE ��END WALL DETAIL 0' FOUNDATKAN- RE DETAIL 2 N.T.S.114 t 2 NOTE FOR ENDWALL WITHOUT DOOR, SEE ENDWALL NAILING SCHEDULE0+�°. 06/25/2015 8,"cr .' BOTH 16'-0' GARAGE DOOR AND 3'-0' DOOR ARE ONLY '� ,.• AVAILABLE ON GARAGES WITH A WIDTH OF GREATER THAN 24' 'fy, �,�'/0 N A L WIDTH (VAI IES) +r +�'r�eirr•rrr 401,,�e;� WIND LOADING CRITERIA: 140 MPH (3 -SEC GUST) - EXPOSURE C 1. LIVE LOADS PER SCHEDULE 2. ALL CONSTRUCTION TO BE PER 2012 IRC UNLESS OTHERWISE NOTED. 3. WOW FRAMING B. ALL FRAMING MEMBERS SHALL BE HEAT -FIR STUD GRADE OR BETTER WITH THE FOLLOWING DESIGN VALUES (U.O.N.) Fb= 650 PSI FL= 400 PSI Fv= 95 PSI Fc- 900 PSI PARALLEL. E= 1,400,000 PSI C. ROOF SHEATHING SHALL BE PER SCHEDULE STAGGER LAYOUT (APA CDND. 1) D. D(TERIOR WALL SHEATHING SHALL BE '.,MART PANEL' FASTENED TO FRAMING PER STANDARD GARAGE ROOF & WALL SHEATHING NAILING SCHEDULE. E. NAILING SCHEDULE.- STUD CHEDULE:STUD TO TOP PLATE 2-16d SND TO SILL PLATE 2-16d TO ENO DBL PLATE SPLICE 16d AT 16' DBL HEADER 16d AT 16' (TWO ROWS) HEADER TO STUD 6-Bd 4. ROOFING A CLASS A FIBERGLASS SHINGLES 8. 15 LB. ROOFING FELT C. TYPE D META. FLASHING AND DRIP EDGES REQUIRED ALL SIDES. 5. GENERA A. ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. BUILDER SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES, STREETS, UTILITIES. ETC. B. BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING CONSTRUCTION. PROVIDE ALL SHORING OR BRACK AS REQUIRED AND PER GOVERNING REGULATIONS. DESIGN SCHEDULE BUILDING ADDRESS. ' 0 '4"oAp -S ST BUILDING SIZE: WIDTH: - j3 1 y LENGTH: -36 /'6 HEIGHT: Q ,► c ` 12' SIDEWALL (MAX.) OVERALL BUILDING HEIGHT: 1e_ ILI ROOF SNOW LOAD: 3 0 - DESIGN WIND SPEED (3 -SEC GUST): 110 115 120 130 140 MPH WIND EXPOSURE CATEGORY:_A B D SEISMIC DESIGN CATEGORY: A 8 C D1 D2 E ROOF PITCH: `j_: 12 SOIL BEARING CAPACITY: 1500 PSF (ASSUMED) DETAIL SHEET REQUIRED: SHEET 2 OF 2 0 w z < w Q a - 0O o�V) =w z U O f— Lj I C) 0 w 0 o � Ln Qo_O u� w cr- 0C/')w U UQ Q W Of on O C4 0.0 ' City c END TRUSS 2'(4' PROVIDE MIN OF 1:30D SQUARE INCHES w O Wheat S^, / UPRIGHTS 0 24' .C. OR ROOF AREA VENTILATION N V 30 -YEAR ARCHITECTURAL COMPOSITION SHINGLES W Buildi:, , a O • • + X� ENTIRE PERIMETER >/� NAIL GABLE „e TRUSS TO TOP PLATE Ar e�rD • PER ENDWALL REQUIREMENTS NAIL SHEATHING TO DBL. TOP PL END WALL REQU -0, TIP.DOUBLE TOP PLATE HEADER ABOVE GARAGE INTERLOCK A (X)RFNERS DOOR (SEF SCHEDULE) k STUD WALLS (SEE SCHEDULE) 4' TRIM 3/8' SMART PANEL - OR O' O.S. B. - DOUBLE TRIM STUD HALL TO STUDS WITH AND SINGLE KING SND LS Bd COMMON NNIS 0 6' O.C. (TYP.) EXCEPT WHERE TIGHTER SPACING IS REQUIRED, SEE SCHEDULE - v CONCRETE SOLE ��END WALL DETAIL 0' FOUNDATKAN- RE DETAIL 2 N.T.S.114 t 2 NOTE FOR ENDWALL WITHOUT DOOR, SEE ENDWALL NAILING SCHEDULE0+�°. 06/25/2015 8,"cr .' BOTH 16'-0' GARAGE DOOR AND 3'-0' DOOR ARE ONLY '� ,.• AVAILABLE ON GARAGES WITH A WIDTH OF GREATER THAN 24' 'fy, �,�'/0 N A L WIDTH (VAI IES) +r +�'r�eirr•rrr 401,,�e;� WIND LOADING CRITERIA: 140 MPH (3 -SEC GUST) - EXPOSURE C 1. LIVE LOADS PER SCHEDULE 2. ALL CONSTRUCTION TO BE PER 2012 IRC UNLESS OTHERWISE NOTED. 3. WOW FRAMING B. ALL FRAMING MEMBERS SHALL BE HEAT -FIR STUD GRADE OR BETTER WITH THE FOLLOWING DESIGN VALUES (U.O.N.) Fb= 650 PSI FL= 400 PSI Fv= 95 PSI Fc- 900 PSI PARALLEL. E= 1,400,000 PSI C. ROOF SHEATHING SHALL BE PER SCHEDULE STAGGER LAYOUT (APA CDND. 1) D. D(TERIOR WALL SHEATHING SHALL BE '.,MART PANEL' FASTENED TO FRAMING PER STANDARD GARAGE ROOF & WALL SHEATHING NAILING SCHEDULE. E. NAILING SCHEDULE.- STUD CHEDULE:STUD TO TOP PLATE 2-16d SND TO SILL PLATE 2-16d TO ENO DBL PLATE SPLICE 16d AT 16' DBL HEADER 16d AT 16' (TWO ROWS) HEADER TO STUD 6-Bd 4. ROOFING A CLASS A FIBERGLASS SHINGLES 8. 15 LB. ROOFING FELT C. TYPE D META. FLASHING AND DRIP EDGES REQUIRED ALL SIDES. 5. GENERA A. ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. BUILDER SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES, STREETS, UTILITIES. ETC. B. BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING CONSTRUCTION. PROVIDE ALL SHORING OR BRACK AS REQUIRED AND PER GOVERNING REGULATIONS. DESIGN SCHEDULE BUILDING ADDRESS. ' 0 '4"oAp -S ST BUILDING SIZE: WIDTH: - j3 1 y LENGTH: -36 /'6 HEIGHT: Q ,► c ` 12' SIDEWALL (MAX.) OVERALL BUILDING HEIGHT: 1e_ ILI ROOF SNOW LOAD: 3 0 - DESIGN WIND SPEED (3 -SEC GUST): 110 115 120 130 140 MPH WIND EXPOSURE CATEGORY:_A B D SEISMIC DESIGN CATEGORY: A 8 C D1 D2 E ROOF PITCH: `j_: 12 SOIL BEARING CAPACITY: 1500 PSF (ASSUMED) DETAIL SHEET REQUIRED: SHEET 2 OF 2 0 w z < w Q a - 0O o�V) =w z U O f— Lj I C) 0 w 0 o � Ln Qo_O u� w cr- 0C/')w U UQ Q W Of on O C4 0.0 ' City c © w O Wheat S^, (F.:, O N V � W Buildi:, , a O C ,_ N r' AGENCY CERTIFIED 7/16" O.S.B. - FASTEN TO TRUSS PER ROOF NAILING REQUIREMENTS. PSI 183 CERTIFIED ROOF TRUSS ATTACH TRUSS TO TOP PLATE WITH SIMPSON H3 HURRICANE TIES 2x NOMINAL BLOCKING BTWN TRUSSES FASTEN SHEATHING TO BLOCKING PER ROOF NAILING REQUIREMENTS (BOUNDARY CONDITION) FASTEN BLOCKING TO TOP PLATE W/ (4)-10d T.N. DOUBLE TOP PLATE NOTE 1: WHERE "J" BOLTS ARE ---I— --STUDS - SEE SCHEDULE NOT SET DURING CONCRETE 3/8" SMART PANEL - NAIL TO STUDS PLACEMENT, USE J' DIA.X 7' WiTH 8d COMMON NAiLS 0 6" O.C. RAMSET/REDHEAD TRUBOLT WEDGE 2"x4" SOLE PLATE- PRESSURE TREATED ANCHORS (5" MIN. EMBDMNT) AT WOOD WITH 1/2' DIA. X 10" 0 32" o.c. 32" O.C. ANCHOR BOLTS (U.N.O.) OR EQUIVALENT DO NOT INSTALL WEDGE ANCHORS DRILLED ANCHORS (SEE NOTE 1)- UNTiL 3 DAYS (MIN.) AFTER [/MINIMUM TWO PER PIECE AND END BOLTS CONCRETE PLACEMENT. WITHIN 12' OF END OF SOLE PLATES. ,.� PROVIDE 3'X3"XO* PLATE v io 7 UNDISTURBED SOIL W OR STRUCTURAL FiLL 6' 8" - 12' (VARIES WITH JURISDICTION) TYPICAL WALL SECTION VERIFY FROST DEPTH REQUIREMENTS WITH LOCAL JURISDICTION WASHERS AT EA. BOLT. " CLEAR D GRADE #4 BARS CONT 0 18" o.C. NORiZ (W/ CORNER BARS) 2500 PSI COMPRESSIVE STRENGTH CONCRETE 2x4 SOLE PLATE - PRESSURE TREATED WITH 1/2"0x10" J -BOLTS w/ 7" EMBEDMENT 0 32" D.C. - MIN. (2) BOLTS PER PIECE AND END BOLTS WITHIN 12" OF END OF PLATE. PROVIDE 3'X3"Xi" PLATE WASHERS AT EA. BOLT. SEE NOTE AT DETAIL i ��-(2) #4 BAR HORIZONTAL (SEE NOTE 2.) 10" x 20" FOOTING w/ (2)#4 BARS 4 �x LONGITUDINAL AND #4 DOWELS 0 24" O.C. NOTE 2: WHERE FOUNDATION WALL EXCEEDS 24' TALL, PROVIDE #4 HORIZONTAL BARS 0 18" O.C. ALTERNATE FOOTING DETAIL �OLT& VERIFY FROST DEPTH REQUIREMENTS WITH LOCAL JURISDICTION STUD WALL SCHEDULE - ROOF DEAD LOAD NOT TO EXCEED 15 PSF WALL HEIGHTSNOW DESIGN LOAD LUMBER TYPE DESIGN 115 MPH 120 �� 130 MPH 140 MPH 8'-0' 30 PSF HF NO. 2 2X4 O 16' O.C. HF STUD GR. 2X4 0 i6" O.C. 2X4 O 12' O.C. 40 PSF HF NO. 2 2X4 0 16. O.C. HF STUD GR. 2X4 0 16' O.C. 2X4 0 12' O.C. 50 PSF HF NO. 2 2X4 0 16' O.C. HF STUD GR. 2X4 0 i6' O.C. 2X4 0 12' O.C. 60 PSF HF NO. 2 2X4 0 16' O.C. HF STUD GR. 2X4 0 12' O.C. 90 PSF HF N0. 2 2X4 0 12' O.C. HF STUD GR. 2X4 0 12' O.C. 2X6 0 16' O.C. 120 PSF HF NO. 2 2X4 O 12' O.C. 2X6 0 16' O.C. HF STUD GR• 2X6 0 i6' O.C. 8d O 6' O.0 30 PSF HF NO. 2 2X4 0 16' O.C. 2X4 0 12' O.C. 2X6 0 16. O.C. HF STUD GR. 2X4 0 12' O.C. 2X6 0 16' O.C. 40 PSF HF NO. 2 2X4 0 12' O.C. 2X6 0 16' O.C. HF STUD GR. 2X4 O 12' O.C. 2X6 0 16' O.C. 10'-0' 50 PSF HF N0. 2 2X4 O 12' O.C. 2X6 O i6' O.C. HF STUD GR. 2X6 0 16 O.C. 60 PSF HF NO. 2 2X4 0 12. O.C. 2X6 0 16' O.C. HF STUD GR. 2X6 0 16' O.C. 90 PSF HF NO. 2 2X6 0 16' O.C. HF STUD GR. 2X6 O i6' O.C. 2 6 120 PSF HF NO. 2 2 9 'LVL 2X6 0 16' O.C. HF STUD GR. 2X6 O 16' O.C. Bd 0 6" O.0 30 PSF l ND. 2 2X4 O 12' O.C. 2X6 O 18' O.C. HF STUD GR. 2X6 0 16' O.C. 40 PSF OF NO, 2 2X4 0 12' O.C. 6 2X6 O 16- HF HF STUD GR. 2X6 0 16' O.C. 50 PSF HF NO. 2 2X6 0 16' O.C. HF STUD GR, 2X6 0 16' O.C. 12'-0' 60 PSF HF NO. 2 2 it ' LVL 2X6 0 16' O.C. HF STUD GR. 2X6 0 16' O.C. 2X6 0 12' O.C. 90 PSF HF N0. 2 2X6 0 16' O.C. HF STUD GR. 2X6 0 i6' O.C. 2X6 0 12' O.C. 120 PSF HF N0, 2 2x6 0 16' O.C. HF STUD GR. 2X6 0 12" O.C. (1) WIND SPEED OPTIONS SHOWN ARE 3 -SEC GUSTS AND ARE BASED ON EXPOSURE CATEGORY "C' NFADFR SCNFDUIF — ROOF DFAD LOAD NOT TO EXCEED 15 PSF (R.O. 30 PSF SNOW 35 PSF SNOW 40 PSF SNOW 50 PSF SNOW 60 PSF SNOW 90 PSF SNOW 120 PSF SNOW LENGTH BEARI WALL NON-BEARING WALL BEARI WALL NON-BEARING WAIL BEARI WALL NON-BEARING WALL WALL NON-BEARING WALL BEARING WALL NON-BEARING WALL BEARING WALL NON-BEARING WALL BEARING NON-BEARING WALL WALL - 4 B'-0' 10'-0' - - i'-0' 8d 0 2' O.C. X 5'-0' 12'-0' 8d O 6' O.0 s X10 2 6 8'-0' 10'-0' - - 2'-0' 8d 0 3' O.C. 3'-0' 1 _ 8d 0 6' O.0 10'-0' 8'-D' - - 3'-0' 8d 0 4. O.C. 6 0 8'-0' 12'-0' - - 2'-0' 8d 0 3' O.C. 1 9' LYL 5'-0' 1 9' LVL Bd 0 6' O.0 10'-0' 10'-0' - - 3'-0' 8d O 3' O.C. 18'-0' 36'-0' - 2 10 2 2X LVL 1gg'. 2 6 1 9 'LVL 2 6 1 9 'LVL 2x6 2 9 'LVL 8 5'-0' 12'-0' Bd 0 6" O.0 1 ' LYL 12'-0' 14'-0' - - 3'-0' Bd 0 3' O.C. 2 LVL 44'-0' 2 9 'LVL 3'-0' 2 9 'LVL 12'-0' 2 9 'LVL 10'-0' 16'-0' - - 2'-6' Sd O 2. O.C. 2 11-3f LVL 2 9- `LVL 2 11-� 'LVL 2 9- 1YL - 2 2X10 2LVL 2 2X10 2 11 LVL 1 9 ' LVL 2 it ' LVL 1 9 ' LVL 2 11 ' LVL 1 ' LVLLVL 3'-0' 5'-0' 12'-0' n1iLVL 1 9 ' LVL 2 LVL 1 9 ' LVL 2 11 LVL 1 9 'LVL 4' 2 9 ' LVL 12'-0' 2 9 ' LVL 10'-0' 16'-0' - S-0' 3'-0' 8d 0 2. O.C. 2'-0' 16'-0' - 3'-0' 3'-0' 8d 0 2' O.C. 30'-D' LVL 1 9' LVLj14' 3'-0' 2 9 'LVL 14' 2 9 LVL 12'-0' 16'-0' - 3'-0" 3'-$' 8d O 2' O.C. 2 9 'LVL SO' -0' 2 ' LVL4' 3'-0' 5'-0' 12'-0' VL 2 9 'LVO 2 ' LVL 2 9 'LVL 18" 2 9 LVL 2 18' LV 2 t 8d 0 6' O.0 2 11 LVL1 36'-0' 50'-0'3'-0' 10'-0` 16'-0' 8'-0' - 4'-0' Bd 0 2" O.C. 2 11 LVL 12'-0' 2 11 LVL 16' l U} 38'-0' 50'-0' 2 11 " LYL 3 1$' LVL(2> 2 ti LVlVL 12'-0' 8d 0 6' O.0 2'-0' 16'-0' 12'-0' - 3'-4' Sd 0 2' O.C. 7-0-'-0.10'-0' 2 11 LVL 3 LVLL2} 2 11 LVl 3 18' LVL 2} 2 11 LYL 3 18" LVL(} HEADERS SHOWN AS TRIPLE MEMBERS SHALL BE WALLED IN 2x6 WALLS ENDWALL FRAMING/NAILING SCHEDULE THIS TACE ATTEMPTS TO ADDRESS GARAGES OF VARIOUS CONFIGURAMNS AND SIZES BUT CANNOT COVER ALL EXPECTED STRMTiONS. • IN ALL CASES, THE 'wiDTH' is THE OVERALL DIMENSION WITH THE AWN GARAGE DOOR. FOR VARIOUS WIDTHS, THE MAXIMUM NUMBER AND SIZES OF OPENINGS IS SHOWN ALONG WITH THE MINIMUM LENGTHS OF SHEAR PANELS BETWEEN OPENINGS. IN SEISMIC DESIGN CATEGORIES D OR E, AND 115MPH OR HIGHER WIND ZONES, FOUNDATION HOLDOWN STRAPS (STHD14) ARE REQUIRED ON EACH JAMB OF EACH OPENING, AS SHOWN ON THE FOUNDATION PLAN. • THE FOLLOWING SITUATIONS MAY REWIRE MORE DETAILED INVESTiGATION FROM THE ENGINEER: 1) COW URATiONS WITH MORE OPENINGS OR SHORTER PANELS THAN WHAT IS SHOWN HERE 2) WHERE THE OVERALL. TABULATED LENGTH FOR A GNU BUILDING WIDTH IS LESS THAN THE PROPOSED LENGTH FOR A NEW GARAGE OVERALL DIMENSIONS SHEAR PANEL DIMENSIONS MAX. MAX. FRONT OR REAR WALL SiDE OR REAR WALLS DTH LEN}{ HEIGHT IST 2ND MAN GARAGE GARAGE DOOR SHEAR X SHEAR DOOR DOOR DOOR PANEL PANE R.O. R.O. R.O. WIDTH NAILING MAX. MAN DOOR um WINDOW S� PANEL WIDTH SHEAR PANEL NAILING 20'-0' 8'-0' 10'-0' - - 1'-0' Bd 0 2' O.C. 8' -0' 8'-0' - - 2'-0' 8d 0 3' O.C. 3'-0' 5'-0' 12'-0' Od 0 6' O.G 2'-0' 24'-0' B'-0' 10'-0' - - i'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' 8d O 6' O.0 10'-0' W-0' - - 2'-0' 8d 0 3' O.C. 14'-0' 28'-0' 8'-0' 10'-0' - - 2'-0' 8d 0 3' O.C. 3'-0' 5'-0' 12'-0' 8d 0 6' O.0 10'-0' 8'-D' - - 3'-0' 8d 0 4. O.C. 16'-0' 32'-0' 8'-0' 12'-0' - - 2'-0' 8d 0 3' O.C. 3'-0` 5'-0' 12'-0' Bd 0 6' O.0 10'-0' 10'-0' - - 3'-0' 8d O 3' O.C. 18'-0' 36'-0' 8'-0'14'-0' - - 2'-0' 8d 0 3' O.C. 3'-0' 5'-0' 12'-0' 8d 0 6' O.0 10'-0' 12'-0' - - 2'-8' 8d 0 3' O.C. 20'-0' 40'-0' 8'-0' 16'-0' - - 2'-0' Sd 0 2" O.C. 3'-0' 5'-0' 12'-0' Bd 0 6" O.0 10'-0' 15'-0' - - 2'-6' 8d 0 3' O.C. 12'-0' 14'-0' - - 3'-0' Bd 0 3' O.C. 22'-0' 44'-0' 8'-0' 16'-0' - - 2'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' Bd 0 6' O.0 10'-0' 16'-0' - - 2'-6' Sd O 2. O.C. 12'-0' i6'-0' - - 3'-0' 8d 0 2' O.C. 24'-0' 48'-0' 8'-0' 18'-0' - - 2'-0' Bd 0 2' O.C. 3'-0" 5'-0' 12'-0' 8d 0 6' O.0 0'-0" 16'-0' - - 2'-6' 8d 0 2' O.C. 2'-0' 16'-0' - - 3'-0' 8d O 2' O.C. 26'-0' 50'-0' W -O' 16'-0' - 3'-0' 3'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' 8d 0 6` O.0 10'-0' 16'-0` - 3'-0' 3'-0' 8d 0 2' D.C. 2'-0' 16'-0' - - 3'-0' Bd O 2' O.C. 28'-D' 50'-0' 8'-0' 16'-0' - 3'-0' 3'-0' 8d O 2' O.C. 3'-0' 5'-0' 12'-0' Bd O 6' O.0 10'-0' 16'-0' - S-0' 3'-0' 8d 0 2. O.C. 2'-0' 16'-0' - 3'-0' 3'-0' 8d 0 2' O.C. 30'-D' S0'-0' 10'-0' 16'-0' - 3'-0' 3'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' $d 0 6' O.0 12'-0' 16'-0' - 3'-0" 3'-$' 8d O 2' O.C. 32'-0' SO' -0' 0'-0' 16'-0' - 3'-0' 3'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' Bd 0 6' O.0 12'-0' i6'-0' - 3'-0' 3'-8' 8d 0 2' O.C. 34'-0. 50'-0' O'-0' i6'-0' - 3'-0' 3'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' 8d 0 6' O.0 2'-0' 16'-0' - 3'-0' 3'-8' 8d 0 2. O.C. 36'-0' 50'-0'3'-0' 10'-0` 16'-0' 8'-0' - 4'-0' Bd 0 2" O.C. 5'-0' 12'-0' 8d 0 6' O.0 12'-0' 16'-0' B'-0' - 4'-0' 8d 0 2' O.C. 38'-0' 50'-0' 10'-0' 16'-0' 12'-0' - 3'-4' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' 8d 0 6' O.0 2'-0' 16'-0' 12'-0' - 3'-4' Sd 0 2' O.C. 7-0-'-0.10'-0' 16'-0' i6'-0' - 2'-8' Bd 0 2' O.C.'-0' 12'-0' - 4'-0' 8d 0 2' O.C. 3'-0' 5'-0' 12'-0' Bd 0 6' O.0 (1) FOR WIDTHS GREATER THAN 32-Fi, PROVIDE 20 FLAT RODE BLOCKING IN OUTERMOST 4 -FT OF ROOF PERIMETER WiTH EDGE NAIUNG EACH BLOCK. PROVIDE 10d COMMONS O 3' Q.C. IN ALL PERIMETER WALL BLOCKS. (2) WHERE WINGIWALLS ARE LESS THAN 1/2•HEIGHT OF WALL, PROVIDE SIMPSON CS16 M 8'-0' (TOTAL OF TWO STRAPS) STRAP WITH BLOCKING APPLIED HORZONTAL AT EACH END OF THE GARAGE DOOR HEADER 0 w9 V.4C V o ; 0 45533 z 0612512015 441 .' NA L C*�` ~flf4jlolsolfslil»115` CD z z W W n- 00 Q W af r� 0 (n 0 ft� (I) W O Z O < 0 Q W (� w 0 © J (n W ::) < o _O (� < (Y CD 0 W LLI = J Q(n W z df Mn 0 m N p w W z z S2 ry w C) Jit at Rid P 0 tj G wild 14 crib r N Ir G O 0 w I T T 0 0 > x 0 0 z Z T m m > 0 =r > m CD m . "Ok LWA 0 s' «« wer . + ur . s ae■a + s w:i � Y..,..+ers, �:t City of COMMUNiTy DEvr-LoPMENT, P1anrAPa ff # (A) Building & Inspection Services Division 7500 W.29th Ave., Wheat Ridge, CO 30033 Plan Rovaa ��a7u Office, 303-235-2655 * Fax: 303-237-8929 Inspection Lime: 3133-234-5933 W66 Building Permit Application Pleasocornplete all hightightodaroas on both sides of this form. Incomplete applications may not bo processed. Property Address:_ 0 6NI-I'dimao Zip: LMVi' ,A p 5. i., C-010 gal" 3 Ar+chitn ngi r E-mail: Phone. Contractor: Contractors C4 License M Phone: Contractor E-mail Address: Sub Contractors*. Electrical: F�lurrbin Mechanical, W,k City License # W: . City License # WA. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License Complete all information on BOTH skies of this form +► � � +Its •' � ��' Bq. FULF Btu's Callous Amps Squares Other f t Yd } 4S+.. ..... ... .... . 1' roperty Lire Fact Ze q4 Pbe&IA, 5`11 Uot square foe of N.L EX15TINC7 and FKOF05ED structures locaw om the property. HOU5E 44tMr— --4j 5fdo 5ot,17ack Side 5ct�ock "51V WALK 5TKEET Certificate • Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Issued: 12/20/2012 Stipulations: Kitchen Remodel and Re-Location of Stairs. 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. Site Address: 4050 Ammons ST Parcel No: 39-233-14-010 Owner: John Baca 4050 AMMONS ST WHEAT RIDGE • 80033-4440 q v� fu° ` �. M S REQUES LINE (303 ) 234-5933 �Illl D� ; INSPECTION RECORD `7U CI�CUI JCfjqd. INSPECTION REQUEST LINE: (303) 234 -5933 Occunancwe In will not be performed unless this card is posted on the project site. Call the inspection request line before 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Monolithic Slab Reinforcement Caissons Concrete Encased Ground (CEG) Footing /Stemwall P.E. Letter .cueui�lnnl�.•.�ua rsrea �: rarr. ��•: isiri�sz .�rvi.:r- ,..Y:TVr- �r.Ta�rs _ Underground /Slab Inspections Date Inspector Initials Comments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In- slab) Heating (Below / In -slab) IYVI uvu, u1luuiuFuurlu yr Dewwnn -ailaD vvonc vrlor 10 Approval UT I he Above Inspections Rough Inspections Date Inspector Comments omments Wall Sheathing - Roof Sheathing Lath / Wall Tie Rough Electric Mechanical Gas Do N ot Proceed Without Approval Of Above Rouqh Inspections Rough Framing Insulation Drywall Screw/ Nail Uccupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather r - 4' • CITY OF WHEAT RIDGE Building Inspection Division J (303) 234 -5933 Inspection line ,(303) 235 -2855 Office ' (303) 237 -8929 Fax INSPECTION NOTICED P 3 Inspection Type '. L7� , C- Job Address Permit Number r 1 ' ` City of Wheat Ridge ► J Residential Electric PERMIT - 111107 PERMIT NO: 111107 ISSUED: 09/16/2011 JOB ADDRESS: 4050 AMMONS ST EXPIRES: 09/15/2012 DESCRIPTION: 200 amp service change; 40 circuit capacity * ** CONTACTS * ** owner 720/448 -3154 Sheri Dioryio sub 303/762 -9720 Gerard M. Dwyer 02 -1600 A Electric Co. ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0328 BLOCK /LOT #: 0/' ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 2,250.00 FEES Permit Fee 93.35 Total Valuation .00 Use Tax 40.50 ** TOTAL ** 133.85 Conditions: Must comply w/ 2006 IRC & 2005 NEC. 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. Signature of OWNER x CONTRACTOR (Circle we) 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. S. 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 provi 'o any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f ction. w Signat e of&q5hief Building 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. City of h Date: MMUNITYDEVELOPMENT - Plan # Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Permit# Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application Pro pertyAddFess Property Owner (please print): S4 Phone: Mailing Address: (if different than p operty ddressf Address: M City, State, Zip: ;Contractor: Contractors City License #: Phone: 3 tlectncal: Plumbing: Mechanical: City License # City License # City License # Desc>7 »tiuri�of, "vvolrk $ IhGO Contract Va�� cJ�D / / / " " " ��i� / ✓G �L1� Gi�GGi Review Fee (due at time of submittal): Squares 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) of (OWNER) (CONTRACTOR) > J PRINT NAME: /G //'� / "'* �/v��j/� SIGNATURE: ' /Oz DATE: r i. . " iF\L"F�M YM1Y�•P^��Y �AI�I- lYIfYY Bldg Valuation: $ ��✓U • W ' r Residential Remodel PERMIT - 110766 PERMIT NO: 110766 ISSUED: 07/05/2011 JOB ADDRESS: 4050 AMMONS ST EXPIRES: 07/04/2012 DESCRIPTION: Remodel kitchen and relocate stairs * ** CONTACTS * ** owner 303/463 -4910 John Baca ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0328 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** Permit Fee Permit fee additiona Plan Review Fee Plan Review Addtiona Total Valuation Use Tax Use tax additional ** TOTAL ** 29,255.00 w, Conditions: Approved per plans and red -line notes on plans. Must comply with 2006 IRC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or its' accompanying,approved plans and specifications. Signature of O or CONTRA R (Circle one) D t 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. I£ 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 Servi es Division. 6. The issuance or gran "n f ermit shall not be construed to be a permit for, or an approval of, any violation of any provision of an le code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. J Signature of Chief Building Off ical 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. I � Date: — ® COMMUNITY DEVELOPMENT_��v Plan # Building & Inspection Services Division Permit # - n 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303- 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application T obil�; g;zp, yy� 31/� Property Address VO,50 , , qr -r)M0W 65 1-eet johds Worf� : 343, 4 119, _7/0y Property Owner (please print): uohn 6acez. sL dhe,. -i M orio 0hone:' Mailing Address: (if different than property address) Address: City, State, Zip: Coritiraetq : yOrJe ow l?eiS Contractors City License #: Phone: Sub Go ntractb_rs' Electrical: Plumbing: Mechanical: City License # City License # City License # bcnptl / on`fworl p s �e/1�QC(ef % /)A. �ltl�7f'!'1 `I`')e✓oCuf� tS7�"ri /�' $ontractValue:,'/j boo. U0 Review Fee (due a bme of submittaq: - Squares BTU's Gallons Amps Sri 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. CIRCLEONE: 4jOWNER (CONTRA or (AUTHORIZED REPRESEN TIVE) of (O ER) (CONTRACTOR) J®1/✓v%, 0- k o �H PRINT NAME: l D i OP I !�- GR / ../ S IGNATURE: CS O NATURE: DATE: f! ,� N;' � <�� � r ` ✓ �` ✓` ��z � DEPARTM��TUSE�ONLY +'���w�.:�. p� /� ���� y Z � u' .,t �,ir >✓ /¢ tom- 2 r d'c „ .�' � a^.,+ !t /T• F ,�.��J� ZONING COMivIRNTS I% � Y ,✓ �✓ '1 �"� /'�.���i - ,�;��. s a✓�^ {,> �� ✓ Zo�n - !rrF„ ���� M1�'y`,%^ ✓� F�r.+`'inll` / ''ji ��.� .ur r�`✓``'���r'"��� , ✓' �: ✓ J 9 s ur ✓ r� n �Y- r u a� e t-^�a ,s�z:,, y y� ✓ ReKlewer r�c ✓�r� J �✓� � � r�" �✓'s�xiin ag r�����lfif�� �� "�cl � T �:•�l A NHS .�G✓t� .,— „� r �... u/ .:�1" �„`'"„ ,^' s'ry L; ��. ✓ s ja�G� �r� ��.�i�" `t��/k G'{.� '77,�i1U/TRr "13UILDING�bEPAR7MEN7,�C MEN S ,�`�1�•����"��� n ^ ✓P �,% ��' r �.,� e RENOWer a ,i X �' >cu � zrr (> �h ��nf �x- �' �1��T° c `'F��`✓�ayr�Fr?r�r�v"r�����"1� i "�PUBI r sF.IRE ✓/ lT�✓ );. ,nr,,,�"- .,,.... -C �� h r k.z r� s r e YYO V� $ l ,lp TMerST ❑ appYovetl,yv /comments ❑ c�lsapprovetl ✓ono re�ilew�requlretl r Bldg Valuation $ J!Z ,.75�.4� INSPECTION RECORD OccupBDGVITVD6 INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call y to receive Inspection the fol lowing business day. 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) `- "`NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A -. CERTIFICATE OF OCCUPANCY lS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION '. OF A CERTIFICATE OF OCCUPANCY. NOR PERMISSION FOR OCCUPANCY. ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Plumbing (Underground) Insulation Heating (Underground)' - Ill"', DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing . Lath /Wall tie 'Mid -Roof Electrical Service Rough Electric .Rough Plumbing Gas Piping" INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Rough Mechanical `- "`NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A -. CERTIFICATE OF OCCUPANCY lS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION '. OF A CERTIFICATE OF OCCUPANCY. NOR PERMISSION FOR OCCUPANCY. ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw 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 ; `- "`NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A -. CERTIFICATE OF OCCUPANCY lS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZATION '. OF A CERTIFICATE OF OCCUPANCY. NOR PERMISSION FOR OCCUPANCY. E OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED A , PROTECT THIS CARD FROM THE WEATHER p E ♦ i CITY OF WHEAT RIDGE � Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: kn,'f Job Address: 1105 Permit Number: tdl) 31kl ❑ No one available for inspection: Time AM /&) Re- Inspection required: Yes / N ) "When corrections have been made, call for inspection at 303 - 234 - 5933 Date: .? 2 ' 04 Inspector: : DO NOT REMOVE THIS NOTICE 0 ;e .uation ISSUED:'. 09/08/200.9 `EXPIRES: 01/04/201`0 3AF/ELK shingles a City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 Inspection Line: 303-234-5933 Building Permit Application Property Address: 4050 AYY m oy)S S4 ree 1 Date: ® U 8 Dol Plan Permit 009 Up . Property Owner (please print): Ro.~ W IYIO -Pf Phone: 303 4 z 1 io io 81 Mailing Address: (if different than property address) Address: t' tr City, State, Zip: Wheal- RIGA? ( CV 00033 Contractor: 1\/Q j-( Yves-' KAo r-- It 0 zj Contractor License Phone: ~ O -3 2,0 0 3 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): r2 1'OO F Construction value: $ 15 I Z 3 •Qi O Description of work: I eQt O~ ql1 ~0. (as calculated per the Building Valuation Data sheet) y ers, reps a c4 vv l+-►, Z- c~ S G~ t lL T I Plan Review (due at time of submittal): $ 301 a- Sq. Ft./L.Ft added: Squares - BTU's Gallons Amps OWNERICONTRACTOR 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) (CONTRACTOR) or PERSONAL REPRESENTATI E of (OWNER) ( TRATOR) PRINT NAME: AAO~,Oi°he 01,44eyk-el4 SIGNATURE: Date: 7 O ♦ i CITY OF WHEAT RIDGE r Building Inspection Division 1 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: A,,1,04 _ gyp, a . 07- P. Job Address: vs~;;sarc Permit Number: a9o1171 Ad&/ ir r2 f? p ❑ No one available for inspection: Time e1 ;2S AM/PM Re-Inspection required: Yes o_ "When corrections have been made, call for re-inspection at 303-234-5933 Date: ~s,2j,lor Inspector DO NOT REMOVE THIS NOTICE " ' City of ` Wheat Ridge Residential Mechanic PERMIT - 090471 PERMIT NO: 090471 -ISSUED: 05/13/2009: JOB ADDRESS: 4050 AMMONS ST" EXPIRES:' 11/09/2009 DESCRIPTION: .Replace 40 gallon gas hot water heater CONTACTS owner 303/421-6689'. Ray Winger sub 303/534-.0881 Gary: Kenfield - 01-7152 Precise Plumbing **PARCEL INFO - ZONE CODE: UA ..USE: UA 9 SUBDIVISION: 0328 BLOCK/LOT#: 0/ i **FEE SUMMARY ESTIMATED PROJECT VALUATION: : 975.00 : FEES Permit Fee 50.40 Total Valuation .00 TOTAL 50.40 I~ Conditions: Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate.. applicable r ordinances, rules or regulations of the City of Wheat Ridge. or covenants, easements or restrictions of record; that all d 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 31 applicpable Wheat Ridge 0 dinan es, for work under this permit. Plans subject to field inspection. t ~iIUU Q~J I~r~bGa , ignature of contractor/owner 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 for the Zoning Regulations and Building. Codes of Wheat 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 beenor if suspension or abandonment exceeds one (1). year,-. full fees shall be paid for a new permit. v 4.NOwork of any manner shall be done that will change the natural flow of water causing a drainage problem. a 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 ofa permit or the approval of drawings and specifications shall not be construed to. be a permit for, nor 7 an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. J All plan reviewissub' ct to field inspections. R Signature of Chie ng. Official date INSPECTION QUEST: LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS T BE MADE BY 3PM: ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING. BUSINESS DAY. A. LLrruc11VA U OF PLANNING AND DEVELOPMENT Building © CIO 1'71 BUILDING INSPECTION LINE - 303-234-5933 Eml Permit Number: CITY OF WHEAT RIDGE Date: 0~ I ~3I~ 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) "PUT#ON Property Owner: ` R 9 y eri; y , Property Address: yo s o ,4m m on s S Contractor License No.: / 7 / 3- a, Phone :3_ 5/,2 6 V9 Company: p e cis Z2 c Phone:. ,S3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hearby cerlify that t d0tback distances proposed by this pamilt application arc. C0118truction Value: `rr~, 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 Permit Fee: G measurernow shown, and allegations made are accurate; that I have read and Plan Review Fee: agree to abide by all conditions printed on this applications and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and I ieP Tarr S~r.a S'rn all other applicable Wheat Ridge Ordinances, for work under this permit. Total: _5-(9, `7c (owrlmxcolrlRacroR) s1GNaD v i ATe Description: / loo ?C,e W A Z~s^ -eA BUILDING DEPARTMENT USE ONLY E4??t$ODIt7rsAerit: SIC: Sq.Ft.: , Approval: Zoning. I31±Ii1tg GRd1E%lts: Approval: i~C~t~,:~~tnl~~9: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Expiration Date: Approval: Expiration Date; Approval: Mechanical License No: Company: Expiration Date: (1) TL's owandwasBuildiissued in aceardence with dro provisions Regulatilations set forth in your application and is ng CodeWhoat Ridge Colorado or any other applicable ordinutca oft City (2) this permit shall expiro it (A)of subject to the laws of the state of Colorado and to the Zoning . " au the work abandoned for a period of 120 days. dtotimd is not corwnanoed within sixty, (60) days from issue data or (B) (3) if d the building authorized is swpended or 3. Pecout on icel plena sli s, anew pemit may y be acquired -pension for a fop the of half the amount aomtally required, IfOhP providehd no changes have been or will bemade in, te (1ear. full feasGalWlbePa tarastewion o[abapdonmanthai noL exceeded one(1)year. mMSsavo bnifaeaono will beonmwt or, (5) Contractorshiall'~~~be done that will change pth~tutal flow ofwater cawing& drainage pmblam ~fY 48tsildiag Inspector twenty-four (try) hoots in advance far all inspections end shall receive written approval on inspection cud before proceeding with sweessiye Plwsesof thelob (6) The tssuame of a pemtit or the approval of drawings and specifications shall not bo cons Wed to be a pemut for, nor an approval of, any violation of the piovision's 6f the building codes or am other ordinanoa, law, rule or regulation, Chief Building Inspector