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HomeMy WebLinkAbout4995 Harlan Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time ? 4Y 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 P. 0 0 rn M O O 00 U w Wk 0 N N N r U 3 3 O N 0 00 O N M C) VU¢U`^ Nbi~ a,b CO >> is O, to Nc�a N .s= 3 � � � o • V O .. w a-+ N U M Uar-30 CD w U 3 3 City of Wheat Ridge Residential Addition PERMIT - 201800816 PERMIT NO: 201800816 ISSUED: 06/08/2018 JOB ADDRESS: 4995 Harlan St EXPIRES: 09/04/2019 JOB DESCRIPTION: New 2nd story addition, 2 bedrooms, 2 bathrooms, 1 living room and balcony - 1,300 sq ft **REVISION 1: extend the length of deck Oft and specification sheets for the trusses of the roof; Valuation included in original project value **REVISION 2: Add reroof of original/existing home remove and install asphalt shingles with 25 squares. Pitch 5/12 **REVISION 3: New AC installed, 13 SEER, 2.5 tons located in backyard; Valuation included in original project value *** CONTACTS *** OWNER (303)829-7152 OCHOA JOSE LUIS SUB (303)520-6395 Jim Navidad 160254 EPC Heating Cooling GC (203)994-0217 Martin Saucier 180165 Martin & Co. LLC SUB (720)281-5428 Kenneth Fritzler 100278 K&L Mechanical SUB (720)281-5428 Kenneth Fritzler 100278 K&L Mechanical SUB (720)366-1206 Timothy Daniels 130005 Air Tech Electrical Services *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2337 / I-70 CORRIDOR BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 164,051.00 FEES Total Valuation 0.00 Plan Review Fee 974.81 Use Tax 3,445.07 Permit Fee 1,551.30 Extend Expired Per 2 120.00 ** TOTAL ** 6,091.18 *** 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. **REVISION 1: extend the length of deck 4ft and specification sheets for the trusses of the roof; Valuation included in original project value **REVISION 2: Add reroof of original/existing home remove and install asphalt shingles with 25 squares. Pitch 5/12 **REVISION 3: New AC installed, 13 SEER, 2.5 tons located in backyard; Valuation included in original project value I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONT CTOR (Circle one) Date I. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building�Ofccial and -is not guaranteed. — -- - - 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services 6 T 1e issuance or gr g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any abl code or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Addition PERMIT - 201800816 PERMIT NO: 201800816 ISSUED: 06/08/2018 JOB ADDRESS: 4995 Harlan St EXPIRES: 09/04/2019 JOB DESCRIPTION: New 2nd story addition, 2 bedrooms, 2 bathrooms, 1 living room and balcony - 1,300 sq ft **REVISION 1: extend the length of deck 4ft and specification sheets for the trusses of the roof; Valuation included in original project value **REVISION 2: Add reroof of original/existing home remove and install asphalt shingles with 25 squares. Pitch 5/12 **REVISION 3: New AC installed, 13 SEER, 2.5 tons located in backyard; Valuation included in original project value I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONT CTOR (Circle one) Date I. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building�Ofccial and -is not guaranteed. — -- - - 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services 6 T 1e issuance or gr g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any abl code or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. L' -'_-'C C L. I V E D r City of W heat �e COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29'x' 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 12ermits(2ci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: Permit # Property Address: Phone #-3D5-Q" _('Al Email Address: c)9��\ ► l' Co Reason for extension request: l VG N >1� � � \ S CAA C_ Q) Number of days requested: c, 0 aa� S Printed Name: Signature s �/, a'CA- Date: T For office use only This request has bee KI pproved 11 Denied Extended until: f�lll Approved by: Date: (' q 1`9 www.d.wheatridge.co.us i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 0 [ U U t `• 1 1 V C 4. ] -, 1 . - kc k. % 'C. '. i !-) 1 -\ C CLa ❑ 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- Date: - 03 -234 - Date: L'► it �` 116` 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: `�v� FF Job Address: align r S 4 Permit Number: 0C)22 ❑ No one available for inspection: TirneC'7j AM/PM Re -Inspection required: Yes VIVO When corrections have been made, all for re -inspection at 303-234-5933 Date: 3A111 Inspector: / # °1 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: Job Address: L ( 1 c/ _i `t r Permit Number: c� U 1 4i U ❑ No one available for inspection: Time „ r 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 **REVISION 1: extend the length of deck Oft and specification sheets for the trusses of the roof; Valuation included in original project value **REVISION 2: Add reroof of original/existing home remove and install asphalt shingles with 25 squares. Pitch 5/12 **REVISION 3: New AC installed, 13 SEER, 2.5 tons located in backyard; Valuation included in original project value *** City of Wheat Ridge Residential Addition PERMIT - 201800816 OCHOA JOSE LUIS SUB PERMIT NO: 201800816 ISSUED: 06/08/2018 JOB ADDRESS: 4995 Harlan St EXPIRES: 06/08/2019 JOB DESCRIPTION: New 2nd story addition, 2 bedrooms, 2 bathrooms, 1 living room and balcony Kenneth Fritzler - 1,300 sq ft K&L Mechanical **REVISION 1: extend the length of deck Oft and specification sheets for the trusses of the roof; Valuation included in original project value **REVISION 2: Add reroof of original/existing home remove and install asphalt shingles with 25 squares. Pitch 5/12 **REVISION 3: New AC installed, 13 SEER, 2.5 tons located in backyard; Valuation included in original project value *** CONTACTS *** OWNER (303)829-7152 OCHOA JOSE LUIS SUB (303)520-6395 Jim Navidad 160254 EPC Heating Cooling GC (203)994-0217 Martin Saucier 180165 Martin & Co. LLC SUB (720)281-5428 Kenneth Fritzler 100278 K&L Mechanical SUB (720)281-5428 Kenneth Fritzler 100278 K&L Mechanical SUB (720)366-1206 Timothy Daniels 130005 Air Tech Electrical Services *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2337 / I-70 CORRIDOR BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 164,051.00 FEES Total Valuation 0.00 Plan Review Fee 974.81 Use Tax 3,445.07 Permit Fee 1,551.30 ** TOTAL ** 5,971.18 *** 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. **REVISION 1: extend the length of deck 4ft and specification sheets for the trusses of the roof; Valuation included in original project value **REVISION 2: Add reroof of original/existing home remove and install asphalt shingles with 25 squares. Pitch 5/12 **REVISION 3: New AC installed, 13 SEER, 2.5 tons located in backyard; Valuation included in original project value I, byy my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, WP 'tieo ie building codes, and all applicable municipal codes, policies and procedures, and that I , the legal owner or have been authorized by t e litu ner a property aud„am authorized to obtain this permit and perform the work described and approved in conjunction with thi e"ttest t fin le ally authorized to include all entities named within this document as parties to the work to be pe orml r to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. -I(-101 -- Sign ire of OWNER or CONTRACTOR (Circle one) Date r; This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The pennit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Addition PERMIT - 201800816 PERMIT NO: 201800816 ISSUED: 06/08/2018 JOB ADDRESS: 4995 Harlan St EXPIRES: 06/08/2019 JOB DESCRIPTION: New 2nd story addition, 2 bedrooms, 2 bathrooms, 1 living room and balcony - 1,300 sq ft **REVISION 1: extend the length of deck 4ft and specification sheets for the trusses of the roof; Valuation included in original project value **REVISION 2: Add reroof of original/existing home remove and install asphalt shingles with 25 squares. Pitch 5/12 **REVISION 3: New AC installed, 13 SEER, 2.5 tons located in backyard; Valuation included in original project value I, byy my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, WP 'tieo ie building codes, and all applicable municipal codes, policies and procedures, and that I , the legal owner or have been authorized by t e litu ner a property aud„am authorized to obtain this permit and perform the work described and approved in conjunction with thi e"ttest t fin le ally authorized to include all entities named within this document as parties to the work to be pe orml r to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. -I(-101 -- Sign ire of OWNER or CONTRACTOR (Circle one) Date r; This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The pennit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat edge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: M ,5 4-6 il-� GL IA Property Owner (please print): Lv 1 S cc LGi Phone: Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Company: Contact Person: Contractor. Contractors City License #: Contractor E-mail Address: Phone: Phone: 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: T`o n 5 N�. A -(c �ys� L�l C1Ck -ej Sq. Ft./LF 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) $ N\ c, a8cL e<2l yct l%K - 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. CIRCLE ONE: (OWNER) (CONTRACTOR) or (A PRINT NAME: SIGNATURE DEP 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 of (OWNER) (CONTRACTOR) DATE:3— — �' — 1 1 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 �l;%\C,\^c +�y1 �SPE!7I�I�NOTICE Inspection Type: t \ nG+\ rl\C c Job Address: �4ckc\ S��- Permit Number: -) p1 --q, n 0 1�o -I "L_ ` r�N ! C �, i-, i, 5 Y( r r'�! '- ❑ 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: 1 Inspector: \ DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:c'?� Job Address: Permit Number: -���o� F -zi 7%c�� LlA No one available for inspection: Time �PM Re -Inspection required: /,Yes,/j No When corrections have been made, call f r re -inspection at 303-234-5933 Date: J Insp DO NOT REMOVE THIS NOTICE i CITY O WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 5 I Permit Number: W ? ! . r.l fC_C-P4ifPMvU '�,, � t 4-r ❑ No one available for inspection: Re -Inspection required_�Yes_. No When correcti "MMI r 4� i CIT* OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:" Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No f When corrections have been made, call;forie-inspection at Date<<=r"`° < o In FA 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 - Date: __ Si 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 NPTICE PN "i "Y' Inspection Type: fir `\ , C�n e I (-- Job Address: n-,,:� Permit Number: a00k-4 FA 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 - Date: __ Si Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:v_/�i Job Address: L ,,N n St, Permit Number: 7olf&)�)16 1" 11/ VII l d R 'rid Vr.4 IJNo one available for inspection: Time ` ,) j /PM Re -Inspection required: Yes .11,60, When corrections have been made, call for re -inspection at 303-234-5933 !!'1000 Date: �t � 10 )f' Inspector: ®O 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: vSV. f 0+;gn I � C���rf'' Job Address: Tjt �%(1 Sy, Permit Number: `U &031 ❑ No one available for inspection: Time Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: % Inspector: bana Loves# ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 130Idintl'inspection'Divion (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3a(_ RoI,&. arc{ �✓�rk i31�� a�a�i, t'1 �.� ,�rq Job Address: `��5 ! �Gr�<r► , Permit Number: 7A001 i� 1 ❑ No one available for inspection: Time 't'' Z 5 I IPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: j1 Z 1'6 Inspector: Ili,!, c -lit DO NOT REMOVE THIS NOTICE L ❑ No one available for inspection: Time 't'' Z 5 I IPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: j1 Z 1'6 Inspector: Ili,!, c -lit 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: -11 09,1110 Job Address: Ll cl � Permit Number: )-r,1?0()9j1 A L/ ❑ No one available for inspection: Time AM/PM Re -Inspection required:es No When corrections have been made, call for re -inspection at 303-234-5933 Date: 11119116 Inspector: P/ f / f DO NOT REMOVE THIS NOTICE r' C' City of Wheat Ridge Residential Addition PERMIT - 201800816 PERMIT NO: 201800816 ISSUED: 06/08/2018 JOB ADDRESS: 4995 Harlan St EXPIRES: 06/08/2019 JOB DESCRIPTION: New 2nd story addition, 2 bedrooms, 2 bathrooms, 1 living room and balcony - 1,300 sq ft **REVISION 1: extend the length of deck 4ft and specification sheets for the trusses of the roof; No added valuation **REVISION 2: Add reroof of original/existing home remove and install asphalt shingles with 25 squares. Pitch 5/12 *** CONTACTS *** OWNER (303)829-7152 OCHOA JOSE LUIS SUB (303)520-6395 Jim Navidad 160254 EPC Heating Cooling GC (203)994-0217 Martin Saucier 180165 Martin & Co. LLC SUB (720)281-5428 Kenneth Fritzler 100278 K&L Mechanical SUB (720)281-5428 Kenneth Fritzler 100278 K&L Mechanical *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2337 / I-70 CORRIDOR BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 164,051.00 FEES Total Valuation 0.00 Plan Review Fee 974.81 Use Tax 3,445.07 Permit Fee 1,551.30 ** TOTAL ** 5,971.18 *** 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. **REVISION 1: extend the length of deck 4ft and specification sheets for the trusses of the roof; No added valuation **REVISION 2: Add reroof of original/existing home remove and install asphalt shingles with 25 squares. Pitch 5/12 I, byy myy si ure, do hereby attest hat the work to be performed shall comply with all accompanying approved plans and specifications; applicabl ui di codes, 11 plicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the I al o t and am authorized to obtain this permit and perform the work described and approved in conjunction with this pe it. h a m le all uthorized to include all entities named within this document as parties to the work to be perfor e t rmed is disclosed in this document and/or its' accompanying approved plans and specifications. Sig e of OWNER or CONTRACTOR (Circle one) Date is 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 originalpennit 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinan eor regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Ci i fi? ial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Addition PERMIT - 201800816 PERMIT NO: 201800816 ISSUED: 06/08/2018 JOB ADDRESS: 4995 Harlan St EXPIRES: 06/08/2019 JOB DESCRIPTION: New 2nd story addition, 2 bedrooms, 2 bathrooms, 1 living room and balcony - 1,300 sq ft **REVISION 1: extend the length of deck 4ft and specification sheets for the trusses of the roof; No added valuation **REVISION 2: Add reroof of original/existing home remove and install asphalt shingles with 25 squares. Pitch 5/12 I, byy myy si ure, do hereby attest hat the work to be performed shall comply with all accompanying approved plans and specifications; applicabl ui di codes, 11 plicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the I al o t and am authorized to obtain this permit and perform the work described and approved in conjunction with this pe it. h a m le all uthorized to include all entities named within this document as parties to the work to be perfor e t rmed is disclosed in this document and/or its' accompanying approved plans and specifications. Sig e of OWNER or CONTRACTOR (Circle one) Date is 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 originalpennit 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 changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinan eor regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Ci i fi? ial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �W heat Ridge MUNI7Y 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: permits(d)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Liy 2D 1 / Add to Permit # U 01860F-5 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: "t S Property Owner (please print): Ltd i S�Ch 001 Phone:C? '� —-q�% 15 Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Com ag_ny: Contact Person: Phone: Contractor.}' ^1 __ t t`` i t Cir CO Contractors City License L rZ Phone:2.0 5 ` ) q H 6 () 1 Contractor E-mail Address: 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: Sq. FLILF Btu's Amps pc-ck y Gallons Squares Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisionstamendments described above) $ 0 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. r') CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED PRINT NAME: �1 VCAC1016Ix t t SIGNATURE: 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 of (OWNER) (CONTRACTOR) DATE: 20 J v OCCUPANCY CLASSIFICATION: Building Division Valuation: $ \ ( [ ¢ $ ■ 20 M O C S 1 10--- : m\ § 0 \ \ §Fn » } / § z z/ v n v ley, CO Job Number: JAS,Kme ~DESIGNER: as«smo 't 0/8178 ONE (303) 784-4245 \� \ �wLJaGese1o@s1dwnMC:m Guadalupe Avila Name: gaNHarlan maNHarlan sleet ,g:Wheat Ridge, CO MiTek' Re: JAS 180808 Guadalupe Avila - 4995 N Harlan St MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by BMC West -Fort Lupton, CO. Pages or sheets covered by this seal: R55333905 thru R55333916 My license renewal date for the state of Colorado is October 31, 2019. ��NDO Llc C'Od�9 P. HFq;L•rF0 :a PE -46766 m: August 31,2018 Hernandez, Marcos IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job � Truss CSI. Qty Ply Guadalupe Avila - 4995 N Harlan StR55333905JAS180808 TC 0.24 ID:PtOltDe4JbgjWiu_9uokQ4ymEk7-2MIfpOiKg1 BWpfrABiVHhPQtGRmWHZp?rhinGsyiMQk Frusse 11-2-8 15-3-14 19-5-4 24-3-9 29-1-14 34-0-3 38-10-8 40-10-8 r 5-74 A01 1 1 Matrix -S BCDL Scale = 1:68.3 4.00 12 Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 CSI. 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:23 2018 Page 1 30.0 Plate Grip DOL 1.15 TC 0.24 ID:PtOltDe4JbgjWiu_9uokQ4ymEk7-2MIfpOiKg1 BWpfrABiVHhPQtGRmWHZp?rhinGsyiMQk 5-7-4 11-2-8 15-3-14 19-5-4 24-3-9 29-1-14 34-0-3 38-10-8 40-10-8 r 5-74 5-7-4 4-1-6 4-1-6 4-10-5 4-10-5 4-10-5 4-10-5 2-0-0 Code IRC2015/TPI2014 Matrix -S BCDL Scale = 1:68.3 4.00 12 TOP CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS or 2x6 SPF 1650F 1.5E *Except* 5x6 - 9-11: 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650F 1.5E �l 0 8.8 4x5 4x5 = 4x5 = 8x8 //4x5 = 4x8 II 38 36 35 33 31 30 28 27 25 24 22 21 20 18 17 14 15 % 12 4x5 - 2.00 12 8x8 = 5x6 5-7-4 11-2-8 15-3-14 19-5-4 25-11-0 32-4-12 38-10-8 5-7-4 5-7-4 4-1-6 4-1-6 6-5-12 6-5-12 6-5-12 Plate Offsets (X,Y)-- [1:0-1-3,Edge], [3:0-2-0,0-0-12], [4:0-3-4,0-4-8], [6:0-4-0,0-4-8], [10:0-3-4,0-9-0], [16:0-0-15,0-1-8], [16:0-5-12,0-1-10], [19:0-2-0,0-0-7], [23:0-2-7,0-1-1], [23:0-2-3,0-1-12], [23:0-2-0,0-0-9], [23:0-0-7,0-5-8], [26:0-0-2,0-2-12], [26:0-1-3,0-5-0], [26:0-3-12,0-3-8], [30:0-4-0,0-4-8], [37:0-2-4,0-1-0], [39:0-4-4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.15 TC 0.24 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.29 TCDL 10.0 * Rep Stress Incr YES WB 0.44 BCLL 0.0 Code IRC2015/TPI2014 Matrix -S BCDL 10.0 LUMBER - TOP CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS or 2x6 SPF 1650F 1.5E *Except* 9-11: 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650F 1.5E BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS or 2x6 SPF 1650F 1.5E *Except* 3-38: 2x4 SPF -S Stud WEBS 2x4 SPF -S Stud OTHERS 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 165OF 1.5E DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.05 40 >999 240 MT20 169/123 Vert(CT) -0.09 40 >999 180 Horz(CT) 0.01 10 n/a n/a Weight: 344 Ib FT = 12% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-6-5 oc bracing: 38-39 6-0-0 oc bracing: 36-38,35-36,33-35,31-33,30-31. WEBS 1 Row at midpt 2-39 JOINTS 1 Brace at Jt(s): 32, 34, 29, 26, 23, 19 REACTIONS. All bearings 27-8-0 except Qt=length) 1=Mechanical. (lb)- Max Horz 1=-79(LC 19) Max Uplift All uplift 100 Ib or less atjoint(s) 1, 14, 24, 21 except 38=-109(LC 14), 25=-170(LC 22), 20=-137(LC 22), 10=-119(LC 11) Max Grav All reactions 250 lb or less atjoint(s) 31, 33, 36, 28, 27, 25, 20, 18, 17, 13, 12 except 1=437(LC 21), 38=1055(LC 21), 38=955(LC 1), 35=460(LC 21), 30=818(LC 22), 14=705(LC 22), 24=526(LC 22), 21=400(LC 22), 10=445(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-955/168, 2-3=-59/623, 3-4=-2/628, 4-5=0/269, 5-6=0/271, 8-10=-272/81 BOT CHORD 1-40=-106/864, 39-40=-108/871, 38-39=-1062/174, 3-39=-525/136 WEBS 2-39=-1356/267, 4-39=428/71, 34-35=-375/7, 4-34=-333/51, 29-30=-489/15, 5-29=-474/76, 26-30=-424/46, 6-26=-353/96, 6-23=-314/89, 22-23=-382/65, 19-22=-291/38, 7-16=-441/93, 14-16=-515/48, 14-15=-416/113, 8-15=-443/156 NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) 0-0-12 to 3-11-6, Interior(1) 3-11-6 to 19-5-4, Exterior(2) 19-5-4 to 23-3-14, Interior(1) 23-3-14 to 40-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. o�� ND 0 �cFtis G c� P' FR;y FO �O y: < PE -46766 • �ONA1 August 31,2018 A WARNING -Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 101032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Guadalupe Avila - 4995 N Harlan St R55333905 JAS_180808 A01 GABLE 1 1 Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:23 2018 Page 2 I D:PtOltDe4JbgjWiu_9uokQ4ymEk7-2MIfpOiKg1 BWpfrABiVHhPQtGRmW HZp?rhinGsyiMQk NOTES - 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 14, 24, 21 except Qt=lb) 38=109, 25=170, 20=137, 10=119. A WARN/NG •Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyGuadalupe Avila - 4995 N Harlan St LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP 855333906 JAS_180808 A02 Scissor 1 1 Lumber DOL 1.15 BC 0.78 Vert(CT) -1.09 13-14 >423 180 MT20HS 148/108 TCDL 10.0 Rep Stress Incr YES Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:25 2018 Page 1 I D: PtOltDe4Jbgj W i u_9uokQ4ym Ek7-_ktPE3kbMeS D2z?ZJ 7YInq VA8FKLIK? IJ? Bu Kkyi MQi 4-10-5 9-8-10 14-6-15 19-5-4 24-3-9 29-1-14 1 34-0-3 38-10.8 40.10-8 44-10 55 4-10-5 4-10-5 r 4-10-5 4-10-5 '_'0_519-5-44-10-5 4-10-5 2-0-0 Scale = 1:70.0 4.00 12 5x8 II 8x12 MT20HS = 8x12 MT20HS = 2.00 12 19A a 6-5-12 12-11-8 19-5-4 25-11-0 32-4-12 38-10-8 6-5-12 6-5-12 6-5-12 6-5-12 6-5-12 6-5-12 Plate Offsets (X Y)=- [1:0-0-8,0-4-131, [2:0-1-8.0-2-01, L4:04-0,04-81, [6:0-4-0.0-4-81, [8:0-1-8,0-2-01, [9:0-0-8,0-4-131, [13:0-6-0 0-5-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.65 13 >709 240 MT20 169/123 Lumber DOL 1.15 BC 0.78 Vert(CT) -1.09 13-14 >423 180 MT20HS 148/108 TCDL 10.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.60 9 n/a n/a BCLL 0.0 * BCDL 10.0 Code IRC2015/TP12014 Matrix -S Weight: 228 Ib FT = 12 LUMBER- BRACING - TOP CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS or 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins. BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS or 2x6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 9-8-7 oc bracing. WEBS 2x4 SPF -S Stud *Except* 5-13: 2x4 DF 180OF 1.6E or 2x4 DF No.t&Btr or 2x4 SPF 165OF 1.5E SLIDER Left 1.6E DF or SPF No.1 &Btr or 1650F 1. 5-0-7, Right 1.6E OF or SPF No.1 &Btr or 165OF 1. 5-0-7 REACTIONS. (Ib/size) 1=1916/0-5-8,9=2104/0-5-8 Max Horz 1=-85(LC 19) Max Uplift 1=-90(LC 10), 9=-168(LC 11) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-6406/901, 2-3=-6633/867, 34=-6610/851, 4-5=-5348/716, 5-6=-5348/706, 6-7=-6584/844, 7-8=-6534/798, 8-9=-6294/807 BOT CHORD 1-15=-782/5870, 14-15=-774/6709, 13-14=-629/6084, 12-13=-653/6066, 11-12=-761/6661, 9-11=-698/5736 WEBS 6-13=-1317/219, 6-12=0/485, 5-13=-298/2919, 7-12=439/137, 7-11=-498/151, 8-11=0/585, 4-13=-1375/226, 4-14=-10/508, 3-14=-473/153, 3-15=-448/109, 2-15=0/555 NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) 0-2-12 to 4-1-6,-Interior(1) 4-1-6 to 19-5-4, Exterior(2) 19-5-4 to 23-3-14, Interior(1) 23-3-14 to 40-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 or 1.00 times flat roof load of 30.0 psf on overhangs N DO L/ C psf 0� F� non -concurrent with other live loads.•.••"••'••. S 1iFR•'. FQ 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 45 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide: m0 PE 46766 will fit between the bottom chord and any other members. fns :ate 9) Bearing at joint(s) 1, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify O Q capacity of bearing surface. ��. •••��•�••.•• 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except (jt=1b) ���� SS;ONAL 9=168. August 31,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI/ -7473 rev. 11V03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCS, Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus. Heights, CA 95610 Job Truss Truss Type Qty Piy Guadalupe Avila - 4995 N Harlan St Plate Grip DOL 1.15 -0.59 14 TC 0.39 (Roof Snow=30.0) Lumber DOL 1.15 R55333907 JAS 180808 A03 Scissor 5 1 WB 0.96 BCLL 0.0 Code IRC2015/TPI2014 n/a Matrix -S Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:26 2018 Page 1 ID:PtOltDe4JbgjWiu_9uokQ4ymEk7-SxRoSPID7ya4g7alsg3_J22LCfjRUnQRYfxStByiMQh -2-0-0 4-10-5 9-8-10 14-6-15 19-5-4 24-3-9 29-1-14 34-0-3 38-10-8 40-10-8 2-0-0 4-10-5 4-10-5 4-10-5 4-10-5 4-10-5 4-10-5 4-10-5 4-10-5 2-0-0 Scale = 1:70.9 4.00 12 5x8 11 8x12 MT20HS = 8x12 MT20HS = 2.00 12 6-5-12 12-11-8 F 195-0 25-11-0 1 32-4,12 38'10^8 LOADING (psf) SPACING- 2-0-0 I/defl CSI. TCLL 30.0 Plate Grip DOL 1.15 -0.59 14 TC 0.39 (Roof Snow=30.0) Lumber DOL 1.15 169/123 BC 0.53 TCDL 10.0 Rep Stress Incr YES MT20HS WB 0.96 BCLL 0.0 Code IRC2015/TPI2014 n/a Matrix -S BCDL 10.0 ; Q P E-46 766 m will fit between the bottom chord and any other members. y . LUMBER - FT=12% capacity of bearing surface. TOP CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS or 2x6 SPF 1650F 1.5E BOT CHORD 2x6 SPF 210OF 1.8E WEBS 2x4 SPF -S Stud *Except* 6-14: 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 SPF 1650F 1.5E SLIDER Left 1.6E DF or SPF No.1&Btr or 1650F 1. 5-0-7, Right 1.6E DF or SPF No.1 &Btr or 1650F 1. 5-0-7 Io A o DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.59 14 >779 240 MT20 169/123 Vert(CT) -0.99 13-14 >465 180 MT20HS 148/108 Horz(CT) 0.53 10 n/a n/a 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z . 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ; Q P E-46 766 m will fit between the bottom chord and any other members. y . Weight: 219 lb FT=12% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 2=2099/0-5-8, 10=2099/0-5-8 Max Horz 2=-81(LC 19) Max Uplift 2=-167(LC 10), 10=-167(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6286/781, 3-4=-6512/765, 4-5=-6558/804, 5-6=-5318/677, 6-7=-5318/672, 7-8=-6558/808, 8-9=-6512/768, 9-10=-6287/784 BOT CHORD 2-16=-668/5732, 15-16=-718/6633, 14-15=-607/6042, 13-14=-617/6042, 12-13=-727/6633, 10-12=-676/5732 WEBS 6-14=-274/2906, 7-14=-1361/222, 7-13=0/490, 8-13=-444/137, 8-12=-490/150, 9-12=0/569, 5-14=-1361/222, 5-15=0/490, 4-15=-444/132, 4-16=-490/151, 3-16=0/569 NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) -2-0-0 to 1-10-10, Interior(1) 1-10-10 to 19-5-4, Exterior(2) 19-5-4 to 23-3-14, Interior(1) 23-3-14 to 40-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 on overhangs P C D O C / hs- psf O� non -concurrent with other live loads. MT20 indicated.56) .••'•�"•• 5)All plates are plates unless otherwise -a- All plates are 4x5 MT20 unless otherwise indicated. O � 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Z . 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ; Q P E-46 766 m will fit between the bottom chord and any other members. y . 9) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify -O ; capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb) .•�•�••�• 2=167,10=167. SS/QNA'L. August 31,2018 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 ., 10103!2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Duality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type DEFL. Ply Guadalupe Avila - 4995 N Harlan St TCLL 30.0 Plate Grip DOL 1.15 IQty Vert(LL) 855333905 JAS_180808 A04 COMMON 9 1 -0.59 13-14 >788 180 TCDL 10.0 * Rep Stress Incr YES WB 0.76 Job Reference (ootionall BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:28 2018 Page 1 I D:PtOltDe4Jbgj Wiu_9uokQ4ymEk7-PJZYsSmTfZgovQkB_F5SOT7hTSLPylSk?zQYx3yiMQf -2-0-0 6-6-13 13-1-11 19-5-4 25-8-13 32-3-11 38-10-8 40-10-8 2-0-0 6-6-13 6-6-13 6-3-9 6-3-9 6-6-13 6.6-13 2-0-0 �1 0 4.00 12 5x6 = Scale = 1:68.7 8x8 11 13 1Z 8x8 11 3x4 = 6x12 = 3x4 = 119 O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.31 13-14 >999 240 MT20 169/123 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.82 Vert(CT) -0.59 13-14 >788 180 TCDL 10.0 * Rep Stress Incr YES WB 0.76 Horz(CT) 0.22 10 n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix -S Weight: 204 Ib FT = 12% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS or 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins. BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 9-6-15 oc bracing. WEBS 2x4 SPF -S Stud *Except* WEBS 1 Row at midpt 7-13,5-13 7-13,5-13: 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650F 1.5E SLIDER Left 1.6E DF or SPF No.1&Btr or 1650F 1. 3-4-11, Right 1.6E DF or SPF No.1&Btr or 1650F 1. 3-4-11 REACTIONS. (Ib/size) 2=2104/0-5-8, 10=2104/0-5-8 Max Horz 2=81 (LC 14) Max Uplift 2=-160(LC 10), 10=-160(LC 11) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4280/579, 4-5=-3989/525, 5-6=-2986/484, 6-7=-2986/484, 7-8=-3989/525, 8-10=-4279/579 BOT CHORD 2-14=-462/3883, 13-14=-381/3539, 12-13=-387/3539, 10-12=-467/3883 WEBS 6-13=-128/1386, 7-13=-1235/214, 7-12=0/439, 5-13=-1235/214, 5-14=0/439 NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) -2-0-0 to 1-11-5, Interior(1) 1-11-5 to 19-5-4, Exterior(2) 19-5-4 to 23-4-9, Interior(1) 23-4-9 to 40-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 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) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 2=160,10=160. r— OL �CF2s Vim.• 5 P' HFR ,FO �O y: 2. <PE -46766m? INIZ August 31,2018 AWARN/NG -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall HN, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVfPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Guadalupe Avila - 4995 N Harlan St TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) R55333909 JAS_180808 A05 GABLE 1 1 -0.14 2-30 >951 180 TCDL 10.0 Rep Stress Incr YES. WB 0.55 Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:31 2018 Page 1 I D: PtOltDe4JbgjWiu_9uokQ4ymEk7-puEhV7pMyUCNmuTjfNf9051DXgVm996AhxeDYOyiMQc i -2-0-0 6-6-13 13-1-11 19-5-4 25-8-13 32-3-11 38-10.8 40.10-8 2-0.0 6-6-13 6-6-13 6-3-9 6-3-9 6-6-13 6-6-13 2-0-0 R1 0 4.00 12 5x6 = Scale = 1:71.0 4x8 11 4x5 = 4x5 = 4x8 II 4x5 -_ 3029 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x5 - 7x10 = 10-9-12 9-104 10-8-0, 19-Sd 29-0-0 38-10-8 9-104 0.9-1 8-7-8 9-7-0 9-10-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.07 2-30 >999 240 MT20 169/123 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.27 Vert(CT) -0.14 2-30 >951 180 TCDL 10.0 Rep Stress Incr YES. WB 0.55 Horz(CT) 0.01 10 n/a n/a BCLL 0.0 * Code IRC2015ITP12014 Matrix -S Weight: 325 Ib FT = 12 BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS or 2x6 SPF 1650F 1.5E *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 1-3.9-11: 2x4 DF 180OF 1.6E or 2x4 OF No.1 &Btr or 2x4 SPF 165OF BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 1.5E BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS or 2x6 SPF 165OF 1.5E WEBS 2x4 SPF -S Stud *Except* 7-23.5-23: 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650F 1.5E OTHERS 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650F 1.5E REACTIONS. All bearings 28-2-8 except Qt=length) 2=0-5-8. (lb) - Max Horz 2=77(LC 14) Max Uplift All uplift 100 Ib or less at joint(s) 2, 13 except 23=-137(LC 10), 16=-160(LC 15), 10=-132(LC 11), 29=-931(LC 5) Max Grav All reactions 250 Ib or less atjoint(s) 24, 25, 26, 27, 28, 22, 21, 20, 19, 18, 17, 15, 14, 13, 12 except 2=620(LC 21), 23=853(LC 1), 16=936(LC 22), 30=1577(LC 21), 30=1412(LC 1), 10=531(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-524/128, 4-5=-71/368, 7-8=-28/321, 8-10=-455/119 BOT CHORD 2-30=-89/425,15-16=-49/353,14-15=-49/353, 13-14=-49/353,12-13=-49/353, 10-12=-49/353 WEBS 6-23=-545/131, 7-23=-423/146, 7-16=-699/148, 8-16=-651/214, 5-23=-278/116, 5-30=-749/160, 4-30=-744/224 NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) -2-0-0 to 1-11-5, Interior(1) 1-11-5 to 19-5-4, Extedor(2) 19-5-4 to 23-4-9, Interior(1) 23-4-9 to 40-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. rPD v 5 P ER••• Fo U • Z. � < PE -46766 -0 • •Q o . S� NAL August 31,2018 ("nntiruigril nn AWARN/NG - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS./TP11 Quality Criteria, DSB.89 and BCS. Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply N Harlan St A05 GABLE 1 1ional) �Guadalupe4995 855333909 BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:31 2018 Page 2 I D:PtOltDe4J bgj W iu_9uokQ4ym E k7-pu Eh V 7pMyUC N muTjfNf905l DXgVm996AhxeDYOyiMQc NOTES - 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 13 except (jt=lb) 23=137, 16=160, 10=132, 29=931. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473re, 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 10 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job TrussTruss Type Qty Ply Guadalupe Avila - 4995 N Harlan St TC 0.39 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.06 TCDL R55333910 JAS_180808 801 Monopitch Supported Gable 1 1 Matrix -S BCDL 10.0 - - Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:33 2018 Page 1 I D: PtOltDe4J bgj W iu_9uokQ4ym Ek7-IH M RwogcU6S50 Bc5nohd5 WgXN TDPdBbT9F7JcHyiMQa 11-8-0 2-0-0 4x8 II 22 21 20 19 18 17 16 15 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.15 TC 0.39 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.06 TCDL 10.0 Rep Stress Incr YES WB 0.04 BCLL 0.0 Code IRC2015/TP12014 Matrix -S BCDL 10.0 vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 LUMBER - TOP CHORD 2x4 OF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 165OF 1.5E BOT CHORD 2x4 OF 180OF 1.6E or 2x4 OF No.1&Btr or 2x4 SPF 165OF 1.5E WEBS 2x4 SPF -S Stud OTHERS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 SPF 1650F 1.5E DEFL. in (loc) I/defl L/d PLATES Vert(LL) 0.01 14 n/r 120 MT20 Vert(CT) -0.01 14 n/r 90 Horz(CT) 0.00 15 n/a n/a GRIP 169/123 Scale = 1:28.6 Weight: 74 Ib FT = 121/6 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 11-8-0. (lb)- Max Horz 2=189(LC 11) Max Uplift All uplift 100 lb or less at joints) 2, 19, 20, 21, 22, 18, 17,16 except 15=-138(LC 11) Max Grav All reactions 250 Ib or less at joint(s) 19, 20, 21, 22, 18, 17, 16 except 2=342(LC 1), 15=529(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-371/174, 3-5=-319/160, 5-6=-304/153, 6-7=-278/144, 7-8=-252/135, 13-15=-350/240 NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; Enclosed; MWFRS (envelope) and C -C Corner(3) -2-0-0 to 1-0-0, Exterior(2) 1-0-0 to 13-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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=30.0 lost (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. PDO SIC � O F 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide VOA P HF, as* 5 •� will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 19, 20, 21, 22, Z . 18, 17, 16 except at --lb) 15=138. Q PE -46766 0m' /ONA1. August 31,2018 ,& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11­7473rev. 1 010 312 0 1 5 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCS, Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job SPACING- 2-0-0 Truss Type Qty Ply Guadalupe Avila - 4995 N Harlan St 7B"Ulss (Roof Snow=30.0) Lumber DOL 1.15 BC 0.26 TCDL 855333911 JAS_180808 Jack -Closed 1 1 Matrix -S BCDL 10.0 MWFRS (envelope) and C -C Exterior(2) 0-0-9 to 3-0-9, Interior(1) 3-0-9 to 13-8-0 zone; cantilever left and right exposed ; end LUMBER - Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 5-10-0 5-10-0 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:33 2018 Page 1 I D: PtOltDe4Jbgj W iu_9uokQ4ymEk7-I H M RwogcU6S5OBc5nohd5 Wq W 5TAOd?QT9 F7JcHyi MQa 11-8-0 13-8-0 5-10-0 2-0-0 4x8 11 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.15 TC 0.47 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.26 TCDL 10.0 * Rep Stress Incr YES WB 0.82 BCLL 0.0 Code IRC2015/TPI2014 Matrix -S BCDL 10.0 MWFRS (envelope) and C -C Exterior(2) 0-0-9 to 3-0-9, Interior(1) 3-0-9 to 13-8-0 zone; cantilever left and right exposed ; end LUMBER - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &BIT or 2x4 SPF 1650F 1.5E BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650F 1.5E WEBS 2x4 SPF -S Stud *Except* non -concurrent with other live loads. 4-8: 2x6 DF 180OF 1.6E or 2x6 DF SS or 2x6 SPF 1650F 1.5E SLIDER Left 2x6 SPF or DF 1650F 1.5E or SS or 3-1-2 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.05 7 >999 240 MT20 169/123 Vert(CT) -0.08 1-7 >999 180 Horz(CT) 0.04 8 n/a n/a Scale = 127.1 Weight: 58 lb FT=12% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=552/Mechanical, 8=765/0-5-8 Max Horz 1=190(LC 11) Max Uplift 1=-19(LC 10), 8=-101(LC 11) Max Grav 1=563(LC 21), 8=925(LC 21) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-1267/82,6-8=-925/259,4-6=-562/253 BOT CHORD 1-7=-315/1118, 6-7=-316/1119 WEBS 3-6=-1054/253 NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) 0-0-9 to 3-0-9, Interior(1) 3-0-9 to 13-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 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) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. p O �/ P C O� F� 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 8 considers to value using ANSI/TPI 1 angle to formula. Building designer should verify �.••""'••.� c$' VOA P' fiFR� parallel grain grain �Fo •� capacity of bearing surface. O y 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except Qt=1b) 2 8=101. ; Q PE -46766 0: ONM- August 31,2018 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67073 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Guadalupe Avila - 4995 N Harlan St JAS_180808 C01 COMMON SUPPORTED GAB 1 1 855333912 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 10 n/r 90 Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 2-0-0 5-10-0 4.00 12 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:35 2018 Page 1 ID:PtOltDe4Jbgj Wiu_9uokQ4ymEk7-hfUBKUss?jipFVmUuDj5BxvwFHwO55PmcZcQh9yiMQY 11-8-0 13-8-0 5-10-0 2-0-0 Scale = 1:25.9 4x5 = 4x8 II 18 17 16 15 14 13 12 4x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) 0.01 11 n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) -0.00 10 n/r 90 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 10 n/a n/a BCLL 0.0 Code IRC2015/TP12014 Matrix -S Weight: 54 Ib FT = 12 BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 SPF 1650F 1.5E REACTIONS. All bearings 11-8-0. (Ib) - Max Horz 2=-26(LC 15) Max Uplift All uplift 100 Ib or less at joint(s) 16, 17, 18, 14, 13,12 except 2=-107(LC 10), 10=-112(LC 11) Max Grav All reactions 250 Ib or less at joint(s) 15, 16, 17, 18, 14, 13, 12 except 2=340(LC 1), 10=340(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) and C -C Corner(3) -2-0-0 to 1-0-0, Exterior(2) 1-0-0 to 5-10-0, Corner(3) 5-10-0 to 8-10-0, Exterior(2) 8-10-0 to 13-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 16, 17, 18, 14, 13, 12 except Qt=1b) 2=107, 10=112. 12) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. oSPD-OHER��sFo ..... U y. ;a PE -46766 MO.: /ONAi- August 31,2018 ,&WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Guadalupe Avila - 4995 N Harlan St Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 7 n/r 120 MT20 197/144 (Roof Snow=30.0) 855333913 JAS 180808 _ D01 Common Supported Gable 1 1 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 Job Reference (notional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 1-4-0 3-0-0 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:36 2018 Page 1 ID:PtOltDe4Jbgj Wiu_9uokQ4ymEk7-As2aYgsUm l ggtfLgSxEKj9S7nhGugYavrDMzDbyiMQX 4x5 = 3-0-0 1-4-0 10 9 3x8 2x4 11 2x4 11 2x4 6-0-0 600 Plate Offsets (X,Y)-- [2:0 -2-0.0-0-81.['3:0-1-10.0-2-41.[5:0-1-10.0-2-41.[6:0-2-0.0-5-81 3x8 II Scale = 1:16.2 0 0 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) 0.00 7 n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.01 Vert(CT) -0.00 6 n/r 90 TCDL 10.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix -P 4) Unbalanced snow loads have been considered for this design. Weight: 32 lb FT=12% BCDL 10.0 non -concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. LUMBER- BRACING - TOP CHORD 2x4 DF 1800E 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650E 1.5E a PE -46766 ms SLIDER Left 2x6 SPF or DF 165OF 1.5E or SS or 1-8-2, a- ti. Right 2x6 SPF or DF 1650F 1.5E or SS or 1-8-2 REACTIONS. All bearings 6-0-0. (lb) - Max Horz 2=-16(LC 15) Max Uplift All uplift 100 Ib or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 Ib or less at joint(s) 2, 6, 9, 10, 8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Comer(3) -1-4-0 to 1-8-0, Exterior(2) 1-8-0 to 3-0-0, Corner(3) 3-0-0 to 6-0-0, Exterior(2) 6-0-0 to 7-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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=30.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 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. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. P QO C/ Q� 9)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide \ .•''•�•'•• S P. HER • will fit between the bottom chord and any other members. 10) Provide truss to bearing 100 Ib 2, 6, 10, 8. VO: 5 :F� O mechanical connection (by others) of plate capable of withstanding uplift at joint(s) 2 a PE -46766 ms a- ti. S/0 • ��G�� August 31,2018 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND /NCLUDED M/TEK REFERENCE PAGE 111I/-7473 ray. 10/03/2075 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB49 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Guadalupe Avila - 4995 N Harlan St TCLL 30.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) 855333914 JAS_180808 D02 Common 7 1 -0.01 2-8 >999 180 TCDL10.0 Rep Stress Incr YES WB 0.07 Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 1-4-0 3-0-0 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:36 2018 Page 1 ID:PtOltDe4JbgjW iu_9uokQ4ymEk7-As2aYgsUm1 ggtfLgSxEKj9S7BhF_gXnvrDMzDbyiMQX 6-0-0 7-4-0 3-0-0 11-0 Scale = 1:16.2 4x5 = 3x6 11 3.6 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 8 >999 240 MT20 169/123 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 2-8 >999 180 TCDL10.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 6 n/a n/a BCLL 0.0 Code IRC2015/TP12014 Matrix -P Weight: 29 lb FT=12% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF -S Stud SLIDER Left 2x6 SPF or DF 165OF 1.5E or SS or 1-7-5, Right 2x6 SPF or DF 165OF 1.5E or SS or 1-7-5 REACTIONS. (Ib/size) 2=407/0-5-8, 6=407/0-5-8 Max Horz 2=-16(LC 19) Max Uplift 2=-63(LC 10), 6=-63(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-369/98, 4-6=-369/98 BOT CHORD 2-8=-24/257, 6-8=-24/257 NOTES - 1) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C -C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 3-0-0, Exterior(2) 3-0-0 to 6-0-0, Interior(1) 6-0-0 to 74-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 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)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 6. o76,��'DOi i I c. -f V � o� P' F,q•••, O :0 2. v ' a PE -46766 0M.: August 31,2018 AWARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply Guadalupe Avila - 4995 N Harlan St ' 30.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) R55333915 JAS_180808 D03 Common Girder 1 Vert(CT) -0.02 6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.22 Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:37 2018 Page 1 ID:PtOltDe4JbgjWiu_9uokQ4ymEk7-e2cylAt6XKyW VpwtOeIZGM?GP4atZxi33t5X12yiMQW 3-0-0 6-0-0 3-0-0 3-0-0 4x5 = 4.00 12 3x6 11 3x6 11 Scale = 1:13.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 6 >999 240 MT20 169/123 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.16 Vert(CT) -0.02 6 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.00 5 n/a n/a BCLL 0.0 Code IRC2015/TP12014 Matrix -P Weight: 54 Ib FT = 12% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 DF 180OF 1.6E or 2x4 DF No.1 &Btr or 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS or 2x6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF -S Stud SLIDER Left 1.6E DF or SPF No.1 &Btr or 165OF 1. 1-6-6, Right 1.6E DF or SPF No.1&Btr or 165OF 1. 1-6-6 REACTIONS. (Ib/size) 1=811/0-5-8, 5=796/0-5-8 Max Horz 1=16(LC 31) Max Uplift 1=-49(LC 6), 5=-52(LC 7) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1250/84, 3-5=-1249/84 BOT CHORD 1-6=-51/1087, 5-6=-51/1087 WEBS 3-6=-18/811 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; PF=30.0 psf (Flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 5. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 558 lb down and 44 Ib up at 2-0-12, and 449 Ib down and 46 Ib up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80.1-5=-20 �0�� p. HER•. F� O �• ad y, ;a PE -46766 0: .� e /0NAL. August 31,2018 A WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Guadalupe Avila - 4995 N Harlan St 855333915 JAS_180808 D03 Common Girder 1 Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:38 2018 Page 2 I D: PtOl tDe4J bgj W iu_9uokQ4ym Ek7-6 E9KzW ulle4N6zV 3ZLH ooaXR9Uw6l OyCIXr4l UyiMQV LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-558(B)10=-449(6) N AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Guadalupe Avila - 4995 N Harlan St 15-10-8 3-5-6 Plate Offsets (X,Y}- [1:0-4-8,0-3-12], [2:0-2-8,0-2-4], [5:0-2-4,0-2-4], [6:0-4-12,0-3-12], 855333916 JAS_18D808 E01 Flat Girder 1 LOADING (psf) Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 3-5-6 8x12 = 5x6 = 2-11-14 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:39 2018 Page 1 ID:PtOltDe4JbgjWiu_9uokQ4ymEk7-a RjiAsvN3yCEk74F73o1Ln4anuAPlgHLXBaegwyiMQU 9-5-3 12-5-2 15-10-8 2-11-14 2-11-14 Scale = 1:28.2 2x4 II 3x4 = 5x6 = 8.12 = 12 12x12 — 8x8 — 7 5x12 MT20HS 11 5x12 MT20HS = LUMBER- BRACING - TOP CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS or 2x6 SPF 1650F 1.5E TOP CHORD 2-0-0 oc purlins (4-10-10 max.): 1-6, except end verticals. BOT CHORD 1-1/2" x 7-1/4" VERSA -LAM® 2.0 2800 DF BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 SPF 1650F 1.5E `Except' 1-12,6-7: 2x8 SPF 195OF 1.7E, 5-8,2-11,4-9,3-10: 2x4 SPF -S Stud REACTIONS. (Ib/size) 12=10393/(0-5-8 + TBE6 Simpson Strong -Tie) (req. 0-8-9), 7=10978/(0-5-8 + TBE6 Simpson Strong -Tie) (req. 0-9-1) Max Horz 12=-98(LC 22) Max Uplift 12=-851 (LC 4), 7=-834(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-8679/746,1-2=-8766/694,2-3=-12610/977,3-4=-12610/977, 4-5=-12754/992, 5-6=-8746/693, 6-7=-9242/728 BOT CHORD 11 -12= -108/523,10 -11=-734/8766,9-10=-1022/12754,8-9=-704/8746,7-8=-63/526 WEBS 6-8=-882/11299, 1-11=-885/11340, 5-8=-4913/457, 2-11=-4793/444,5-9=-447/5647, 2-10=-424/5416, 4-9=-1129/155, 3-10=-1160/149 NOTES - 1) 2 -ply truss to be connected together with 1 Od (0.131'x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 1 1/2 x 7 1/4 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=1b) 12=851, 7=834. 10) Girder carries tie-in span(s): 40-0-0 from 0-0-0 to 15-10-8 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 Ib down and 72 Ib up at 0-3-10, 347 Ib down and 64 Ib up at 2-0-12, 347 Ib down and 64 Ib up at 4-0-12, 347 Ib down and 64 Ib up at 6-0-12, 347 Ib down and 64 Ib up at 8-0-12, 347 Ib down and 64 Ib up at 10-0-12, 347 Ib down and 64 Ib up at 12-0-12, and 347 Ib down and 64 Ib up at 14-0-12, and 754 Ib down and 56 Ib up at 15-6-14 on top chord. The design/selection of such connection device(s) is the p,DO Llc O� C p. HFr�•. AFD •O y: 2: :¢ PE -46766 m: 1V . S/nn • tiN�'�' August 31,2018 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 3-5-6 6-5-5 ii9-5-3 3-5-6 2-11-14 2-11-14 12-5-2 2-11-14 15-10-8 3-5-6 Plate Offsets (X,Y}- [1:0-4-8,0-3-12], [2:0-2-8,0-2-4], [5:0-2-4,0-2-4], [6:0-4-12,0-3-12], [7:Edge,0-2-8], [8:0-3.4,0-4-0], [9:0-3-8,04-0], [10:0-2-12,0-4-0], [11:0-3-8,0-6-0], [12:0-6-0,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.12 9-10 >999 240 MT20 137/123 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.21 9-10 >887 180 MT20HS 110/93 TCDL 10.0 Rep Stress Incr NO WB 0.92 Horz(CT) 0.03 7 n/a n/a BCLL 0.0 Code IRC2015lrP12014 Matrix -S Weight: 248 Ib FT = 12% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x6 DF 180OF 1.6E or 2x6 DF SS or 2x6 SPF 1650F 1.5E TOP CHORD 2-0-0 oc purlins (4-10-10 max.): 1-6, except end verticals. BOT CHORD 1-1/2" x 7-1/4" VERSA -LAM® 2.0 2800 DF BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF 180OF 1.6E or 2x4 DF No.1&Btr or 2x4 SPF 1650F 1.5E `Except' 1-12,6-7: 2x8 SPF 195OF 1.7E, 5-8,2-11,4-9,3-10: 2x4 SPF -S Stud REACTIONS. (Ib/size) 12=10393/(0-5-8 + TBE6 Simpson Strong -Tie) (req. 0-8-9), 7=10978/(0-5-8 + TBE6 Simpson Strong -Tie) (req. 0-9-1) Max Horz 12=-98(LC 22) Max Uplift 12=-851 (LC 4), 7=-834(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-8679/746,1-2=-8766/694,2-3=-12610/977,3-4=-12610/977, 4-5=-12754/992, 5-6=-8746/693, 6-7=-9242/728 BOT CHORD 11 -12= -108/523,10 -11=-734/8766,9-10=-1022/12754,8-9=-704/8746,7-8=-63/526 WEBS 6-8=-882/11299, 1-11=-885/11340, 5-8=-4913/457, 2-11=-4793/444,5-9=-447/5647, 2-10=-424/5416, 4-9=-1129/155, 3-10=-1160/149 NOTES - 1) 2 -ply truss to be connected together with 1 Od (0.131'x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 1 1/2 x 7 1/4 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=120mph (3 -second gust) Vasd=95mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.10 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=1b) 12=851, 7=834. 10) Girder carries tie-in span(s): 40-0-0 from 0-0-0 to 15-10-8 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 201 Ib down and 72 Ib up at 0-3-10, 347 Ib down and 64 Ib up at 2-0-12, 347 Ib down and 64 Ib up at 4-0-12, 347 Ib down and 64 Ib up at 6-0-12, 347 Ib down and 64 Ib up at 8-0-12, 347 Ib down and 64 Ib up at 10-0-12, 347 Ib down and 64 Ib up at 12-0-12, and 347 Ib down and 64 Ib up at 14-0-12, and 754 Ib down and 56 Ib up at 15-6-14 on top chord. The design/selection of such connection device(s) is the p,DO Llc O� C p. HFr�•. AFD •O y: 2: :¢ PE -46766 m: 1V . S/nn • tiN�'�' August 31,2018 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job 1 Truss Truss Type Qty Ply Guadalupe Avila - 4995 N Harlan St 855333916 JAS_180808 E01 Flat Girder 1 2 Job Reference (optional) BMC WEST TRUSS AND COMPONENTS, FORT LUPTON, CO 80621 8.220 s May 24 2018 MiTek Industries, Inc. Fri Aug 31 10:14:39 2018 Page 2 ID:PtOltDe4JbgjWiu_9uokQ4ymEk7-a RjiAsvN3yCEk74F73olLn4anuAP19HLXBaegwyiMQU LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-230, 7-12=-959(F=-939) Concentrated Loads (lb) Vert: 1=-193 6=-741 13=-327 14=-327 15=-327 16=-327 17=-327 18=-327 19=-327 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not wt truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 co 0 D — ' w CC! W cn c m � r C r (/J au m X m f �' m :2 Q(I -t N Z y (D °o r r O (Jn C W Vm.2 N Q m O O A 0 v ao N.o m D p �_ n�N(»D �n R. n C NN p ONa �(mNODDJ_ c10<- Z D'CCD No Om 0 0 :3 (D n M d O oo C a mJnD To 3 cn ErO NCDN KXN O(n < N Z O nO--OO N Q(� W O D 7 „Z (.QO n `< n D ID SCamps s0no m°mO ca" 0omooA -Vo 0 (D -O o(D (D 3 N� 00 71 moo Qn OD E; O N 0- O Jcr N Z(D 8' '0 �3 ON Z3 . Z -o 3 mom O 3o nv 3, F N.CD Z) om o NJNO D QNj n S N-8 ?N ( (D (n S N (DCD 0 JON J 0 N(CD nO W. Na3'3 OQ N ZN O. n J J N 70 ON (p N N C (a M O J (n O OZG ui (D X 7 ^ O fes-. (p d (D C S ,< O J N D O (n N J (D N CD(n c c� MM n v z 0 S D C- TOP CHORD CD am =A0 M Q =• 6 N� �� � O W o r C -zi � Ci -6 � Z —0c� cC o �v mo mzcn 3 0) Q CD N v �1 n y y '� C CD CD v, m rz X .� Q N (n CD cn m p n Mo m 0 ro A o < �� o m Cl) a p -4 �m O 00 .Z7 O m < (n W m m C m CA V CD 3 m N (fl' rn w D w(A to O C� (D cn� CD m' a m y J --A W2 -7=O ^� Q A N N CD (n m CD M -< < n KO d w (n () to A z < cn `D Cl) �• N m N 00 W im' O< m 1C = W �N z3 CD o (fl. 5 �' � w > z O E O w v° /� N J N Q OD to T D m �7 n N V ' n O m O � m � m �� o o o m �' o w a(U — m n m ® `rm Om J O y'o^ xD O N zm M < CD --4 M 0)W3 6 W N � (0 m n o 3 O m X o CT Z D m en P CD _ MO w O, 04-6 4�- CD N CD m TOP CHORD CD DC w00 '.dm ��J C . mO�' s� OD NN o�-` o:� �2' Nm N.m (°ZD '.�3m D wn aS N a �w— o �<yo 0- 5Qm m-0, D G 3 g3 =o m o(n0m�y a yvm CD �N 3 O 2 �vx r O On 3O���CN O O O en ID FD' � aN N. 3 X T (D owoo 3 mm 3 m . CD \YVm 1 5 CD m 9'cm S ,�°� �oO O�n3 CO =R ° NCO (D 0- /D0y m DNO Qm OQ y�d y O c Q - onmo . o-n°dooO mwm? o (om m3 m (o OoF. Dw mCD.— mm mmm un amm o m o5CDD� c? mv Z Law �d ID O � °° O C_QQv� c��YYfw O S 33 m �O� (D WO �FCD 0�a(D U) "��N - m o (Dx m ( m x a c m w m (D°0 o °m of '3 co m s m m m Fn CD CD Q , CD m O O G N sCD .0 a`n ° CD 30 3 w C Om r� CD N City of .�wheatjgc MUNITF DEVELOPMENT APPROVI D Reviewed for Code Compliance Plans Examiner Date ffMd=MptariaasShw Mral ter arwisiom o) areun kv to acre oath taloa odwordirwM _T_ 4' REVIS*0441 0 10, 09/04/2018 PLAN VIEW Scale: see legend cts flow (an S--�! hea-� R_ C 0 'B C`C'32 q.Z 0' 1 4 10 12 CKy of Wheat Ridge guAdln9 pivision LA 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: M160 P00 Job Address: qq95 41Cyl C0 5f Permit Number: 20 (� VOS7 (0 0 ❑ No one available for inspection: Time 1!�7 AM% M Re -Inspection required: Yes No When corrections have been made, for re -inspection at 303-234-5933 Date:_9 ° 27, d Inspector: DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Addition PERMIT - 201800816 201800816 4995 Harlan St New 2nd story addition, - 1,300 sq ft ISSUED: 06/08/2018 EXPIRES: 06/08/2019 2 bedrooms, 2 bathrooms, 1 living room and balcony ****Revision extend the length of deck 4ft and specification sheets for the trusses of the roof. 0.00 increase in valuation**** ***Revision 2 Add reroof of original/existing home remove and install asphalt shingles with 25 squares. Pitch 5/12.*** *** CONTACTS *** OWNER (303)829-7152 OCHOA JOSE LUIS SUB (303)520-6395 Jim Navidad 160254 EPC Heating Cooling GC (203)994-0217 Martin Saucier 180165 Martin & Co. LLC SUB (720)281-5428 Kenneth Fritzler 100278 K&L Mechanical SUB (720)281-5428 Kenneth Fritzler 100278 K&L Mechanical *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2337 / I-70 CORRIDOR BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 164,051.00 FEES Total Valuation 0.00 Plan Review Fee 974.81 Use Tax 3,445.07 Permit Fee 1,551.30 ** TOTAL ** 5,971.18 *** 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. r City of Wheat Ridge Residential Addition PERMIT - 201800816 PERMIT NO: 201800816 ISSUED: 06/08/2018 JOB ADDRESS: 4995 Harlan St EXPIRES: 06/08/2019 JOB DESCRIPTION: New 2nd story addition, 2 bedrooms, 2 bathrooms, 1 living room and balcony - 1,300 sq ft ****Revision extend the length of deck 4ft and specification sheets for the trusses of the roof. 0.00 increase in valuation**** ***Revision 2 Add reroof of original/existing home remove and install asphalt shingles with 25 squares. Pitch 5/12.*** I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this,permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be erformed is disclosed in this document and/or its' accompanying approved plans and specifications. /c/ c,[ciper ,;ti\r q-1 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting o q permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applica c de or any or , nce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE NAME BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 4' City of Wheat�dgie COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a7ci.wheatridAe.co.us I FOR OFFICE USE ONLY I Date: Add to Permit # c) t& 0 41 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:` c . Owner Property Owner Email: Mailing Address: (if different than property address) Address: City State, Zip: SubmittingCom}Lanym Contact Person: Contractor: Phone: --4- C-0 . c' Contractors City License M Phone: L' Contractor E-mail Address: Phone: 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:[ey, , �-, fi, 1/)0y"101na i. I C, how ZS �I,lQ.reS. �Is�i1L�1 � c5�'l i fk� �eS �,kCY1 � �l Z Sq. Ft./LIF Btu's Amps Gallons Squares Other Additional /o Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ ©V co ONVNER/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: O NER (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) PRINT NAME: 67,41 l V1 &TRE. c 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 of (OWNER) (CONTRACTOR) DATE:—C---G�--V— OCCUPANCY CLASSIFICATION. Building Division Valuation: $ Laaenia Reimer From: Martin Saucier <martinandcollc@gmail.com> Sent: Monday, September 24, 2018 3:03 PM To: Lagenia Reimer Subject: Re: 4995 Harlan St permit#201800816 revision for full reroof of original /existing home Please move forward with his request Martin Saucier 203-994-0217 On Sep 24, 2018, at 2:57 PM, Lagenia Reimer <Ireimer@ci.wheatridge.co.us> wrote: Martin, Do you authorize Guadalupe Avila to submit a revision for permit#201800816, 4995 Harlan St? This is to add reroofing the existing home to the addition permit#201800816. Please respond whether or not you authorize Guadalupe Avila to make this revision. Sincerely, Lagenia Reimer Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2810 Fax: 303-237-8929 www.ci.wheatridge.co.us <image001.jpg> CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 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: 'FL G4 (off s Job Address: of tI C,7 Permit Number: C90 Vi9((00 01, ❑ No one available for inspection: Time/.'' ANZm,2 Re -Inspection required: Yes c6o When corrections have been made, call for re -inspection at 303-234-5933 Date: % ` ( Inspector: 17; DO NOT REMOVE THIS NOTICE e i CITY OF WHEAT RIDGE _:�9�Building Inspection Division i r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:ylw Gl h P+* Job Address:r� } �C. i�% (� 1 ��2T Permit Number: 2L� I `C 00 (l0 ❑ No one available for inspection: Time pf!1f ?!M%pm Re -Inspection required: esT _No When corrections have been made, call for re -inspection at 303-234-5933 Date:- -2, 1 e' Inspector: DO NOT REMOVE THIS NOTICE r_ i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division`s (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ( e ✓ S Job Address: LAcc Hcu In v� i Permit Number: 20 (`C cc? I �0 D,,Pe--7 t""ICI � <-S ccx, , ®� d P P (,✓ 410`.c� L SSI A l 1(� alb' 4 6 d4 L ' ❑ No one available for inspection: Time rAI j Pl �M Re -Inspection required/-Yes�No I c -- *When corrections have been made, call for re -inspection at 303-234-5933 Date: l 2 ' l k Inspector: DO NOT REMOVE THIS NOTICE zi U A i CITY OF WHEAT RIDGE ��9�Building Inspection Division i+\ (303) 234-5933 Inspection line (303) 235-2855 Office . (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: zoic, I I -P to U Lo Job Address: Lr C1 S O cAA Cwi S� Permit Number: 2c) 1"� 0 p �-I V (((i 4�10.� ❑ No one available for insp`ctto : Time AM%pM Re -inspection required/— _.No When corrections have been made, call for re -inspection at 303-234- Date:- Z. 2, 1 f Inspector: DO NOT REMOVE THIS NOTICE i PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Addition PERMIT - 201800816 201800816 4995 Harlan ST New 2nd story addition, - 1,300 sq ft ISSUED: 06/08/2018 EXPIRES: 06/08/2019 2 bedrooms, 2 bathrooms, 1 living room and balcony *** CONTACTS *** OWNER (303)829-7152 OCHOA JOSE LUIS SUB (303)520-6395 Jim Navidad 160254 EPC Heating Cooling SUB (203)994-0217 Martin Saucier 180165 Martin & Co. LLC SUB (720)281-5428 Kenneth Fritzler 100278 K&L Mechanical SUB (720)281-5428 Kenneth Fritzler 100278 K&L Mechanical *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2337 / I-70 CORRIDOR BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 156,051.00 FEES Total Valuation 0.00 Plan Review Fee 974.81 Use Tax 3,277.07 Permit Fee 1,499.70 ** TOTAL ** 5,751.58 *** 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. Landscaping removed or damaged during construction must be replaced prior to final inspection. I, by my signature, do hereby attest that the work to be performed shall comply with a 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�ppermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pertorme� an That all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNtlk "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 maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offipial 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 ' nce or granti f a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any app ,?nee c e or an dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Addition PERMIT - 201800816 PERMIT NO: 201800816 ISSUED: 06/08/2018 JOB ADDRESS: 4995 Harlan ST EXPIRES: 06/08/2019 JOB DESCRIPTION: New 2nd story addition, 2 bedrooms, 2 bathrooms, 1 living room and balcony - 1,300 sq ft I, by my signature, do hereby attest that the work to be performed shall comply with a 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�ppermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pertorme� an That all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNtlk "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 maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offipial 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 ' nce or granti f a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any app ,?nee c e or an dinance 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 `)`! heat fjdge _-1 CO,�7AMUNi1V DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit #�g 1 ��I Plan Review Feer N � q, Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. **" Property Address: Property Owner (please print): }�j�?� ,`'��= Phone: Property Owner Email: Mailing Address: (if different than property address) � Address: qq5 �ackbx\ 91v - City, State, Zip: tlI� C;��pQ �C L �Q t - .A CA ArchitectiEngjneer: Architect/Engineer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): CONTACT EMAI_L(p/ease print):, Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Phone: Phone: Phone: C� `� " Z C Plumbing: Mechanical: W.R. City License # W.R. City License #t'C �►C�'' Other City Licensed Sub: Complete all information on BOTH sides of this form ❑ COMMERCIAL ,Lh RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION '❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) be- 611TOOM roc rn i 6C -o C ovl (J Sq. FULF \ 4 C, L_ Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ \Z 0 \Ooc 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 1 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 iDfbrmzion provided on the application. r CIRCLE ONE: (OWNE (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name) $E L� i i. n Cif DATE: ) -/ DEPARTMENT USE ONLY ZONING COMMENTS: r3. . OCCUPANCY CLASSIFICATION: Reviewer 3/23Itg BUILDING DEPARTMENT CO MENT . / Reviewe 1 Vv R3.5 o Building Division Valuation: $ 15 (o, 0 S / N* 41 City of Wheat Ridge Residential Roofing PERMIT - 201705823 PERMIT NO: 201705823 ISSUED: 08/09/2017 JOB ADDRESS: 4995 Harlan ST EXPIRES: 08/09/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 55 sq *** CONTACTS *** OWNER (303)829-7152 OCHOA JOSE LUIS SUB (720)937-2146 Salvador Baeza 110005 Excellence Roofing & Construct *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2337 / I-70 CORRIDOR BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,500.00 FEES Total Valuation 0.00 Use Tax 346.50 Permit Fee 315.25 ** TOTAL ** 661.75 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) 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 Roofing PERMIT - 201705823 PERMIT NO: 201705823 ISSUED: JOB ADDRESS: 4995 Harlan ST EXPIRES: JOB DESCRIPTION: Residential Re -roof to install asphalt shingles 08/09/2017 08/09/2018 55 sq 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 hat 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 alI entities named within this document as partes 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. '4A 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, 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 andmay be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and of proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or rmit nstrued to be a permit for, or an approval of, an violation of any provision of any applicable code c or 1 S jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz -70 70 .�U �3 From: no-reply@ci.wheatridge.co.us Sent: Friday, August 4, 2017 12:45 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes�C+ residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 4995 H8r1an st Luis ochoa 303-829-7152 Field not completed. 1 ► ►1 I T Ql� Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. Attached Copy of Field not completed. Contract CONTRACTOR INFORMATION Contractor Business Excellence roofing Name Contractor's License 110005 Number (for the City of Wheat Ridge) Contractor Phone 720-937-214) Number Contractor Email Address Excellenceroofing@gmail.com Retype Contractor Email Excellenceroofing@gmail.com Address DESCRIPTION OF WORK Are you re -decking the No f roof? Description of Roofing Laminated shingles Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 55 material selected above? Does any portion of the No property include a flat l roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 55 (pitched + flat) of all 2 roofing material for this proj ect Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) House, remove 1 layer, 5/12 pitch IN 16500 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Salvador baeza excellence roofing Email not displaying correctly? View it in your browser. 3 4kri Rooting & Construction, LLC BBB 2921 Cottonwood Dr, *Denver, CO 80221 *720-937-2146 *Fax 303-395-0439 Roofing Production Contract Customer Name: `� Phone# Job Site Address: at ki n City, State, Zips ���, Mailing Address (If different than above): Tear Off House Garage Back Patio/Room Felt n&ei►'c, Lb. $_ Lb. $ Lb. $ Lb. $ Lb. $ AdditionalWork: X^!r S Shingle Color: ?Jf0 W -N Leak->) Manufacturer: CN 3 )C2� �('(r(,�_ Type: 'fi t• Roof to include the followin items: >e!�- All New Starter Course e All New Plumbing Pipe Roof Jacks az> All New Hip & Ridge Shingles ro All New Valley Materials All New Step Flashing b Clean up & Haul Away Debris from Roof Work Obtain Permit, Install Roof to Local Code Warranty Roof Workmanship for 5 Years NtaSeal Off or Counter Flash any Vents, Flues or Walls ,r- s Other: DT to � The above work will be done for a total cost not to exceed $ 0o The Tota mount due will be paid as follows: $ down, $ -5U0 Y upon delivery of materials and $ � 5 po upon completion of the job. Please make checks payable to Excellence Roofing & Construction LLC. Excellence Roofing & Construction LLC (ERC) will guarantee that the work above will get done as specified for the amount quoted. ERC reserves the rightt( utilized subcontractors for any work specified above. This work may be done by roofing subcontractors that are independent of ERC. ERC also reserves thf right to cancel this contract at our discretion. Any work requested or required in addition to the above listed work will need to be negotiated in writing betweer ERC and the customer, or between the subcontractor and the customer. The customer is responsible to pay any restock fees, permits or other costs incurred as < result of any cancellation of this contract. Performance of the contract is subject to strikes, accidents, delays beyond the control of the contractor or customer Contractor is not responsible for any damage to the property prior to roof installation. The customer assumes responsibility to verify accepted shingle type & colors with any community covenants that may exist. All payments to be made as stated above. The customer agrees to pay at a rate of one (1%) interest pei month from the date of the completed job according to this contract any unpaid portion of the contract price. The customer agrees to liability for all collectior costs including the costs of preparing a mechanic's lien, court costs, any attorney's fees and one (1%) per month interest on all costs of collection. Roofrn€ contractor and ERC are not responsible for damage inside the building due to normal work activity during installation. Excellence Roofing & Construction LLC Signature��% Date Customer Signature �y S;�' A/� 0 tA Date [I GORSUCH KIRGIS LLP ATTORNEYS AT LAW f1~5' ~ c;rt t-1J--0 TO: FROM: DATE: RE: GERALD E. DAHL CARMEN BEERY OCTOBER 16,2002 ENCROACHMENT ON GREENBELT: ENFORCEMENT OPTIONS Q: What legal options does the City have when a person grades a road across City greenbelt property without the City's permission? State law violations . Unlawful conduct on public property - CRS S 18-9-117: "It is unlawful for any person. . . to conduct himself in or on [any public property] in violation of any order, rule or regulation . . . " Notice of the rule, regulation or order must be prominently posted at the public entrance(s) to the property or actual notice must be given in advance. . This charge works only if a rule, order or regulation re: disturbance of greenbelt property is in place and was posted or actual notice given. . Several other charges, such as Criminal Mischief (s 18-4-501) and Trespass (SS 18-4-502 - 504) are also in WR Code - City could choose either forum. . Remedies: Fine, jail time, remediation costs if part of restitution ordered by Judge. Wheat Ridee Code violations . Chapter 15 - Nuisance. The disruption of City greenbelt property likely falls within the definition of nuisance as an "activity, operation, condition. . . or thing which is injurious to the health or safety of the citizens of the city." Sec. 15-4. . Remedies: . Nuisances on public property may be abated without notice. Sec. 15-8(c). . Prosecute under Sec. 15-7 or Sec. 15-10 - punishment under Sec. 1-5. . Court will assess against the defendant "costs incurred by the city in prosecuting, enforcing and abating the nuisance" against person convicted of violating Chapter 15. Sec. 15-10(e). . Civil action to abate may be filed in municipal or district court - Sec. 15-6. . 'Note: Sec. 15-11 authorizes City to assess costs of abatement upon property, but only "upon the lot, lots or tracts of land upon which [the] nuisance is abated." This does not authorize the City to assess costs upon property of a person who places a nuisance on the property of another. . Vandalism, Sec. 17-40. "It is unlawful to remove, destroy, damage or deface any park or open space property or any structure or any vegetation therein." . Criminal mischief, Sec. 16-43: "It Is unlawful for any person to knowingly or recklessly injure, damage or destroy the real or personal property owned by another, in whole or in part." Cannot apply if $400 or more damage done in 1 criminal episode. . Remedies. Jail, fine. Civil actions . Elements of Civil Trespass: Physical intrusion upon the property of another without the permission of the personal legally entitled to possession of the property. Physical intrusion CNB\53027\424252 may be achieved by throwing, propelling or placing a thing either on or beneath the surface or in the air above the land.' . Elements of Nuisance Ciaim: Substantial invasion of a plaintiff's interest in the use and enjoyment of his property when such invasion is (1) intentional and unreasonable; (2) unintentional and otherwise actionable under the rules for negligent or reckless conduct; or (3) so abnormal or out of place in its surroundings as to fall within the principle of strict liability2 . Remedies: . Injunctive relief . Damages, including: cost of restoration, loss of use of the property, cost of discomfort and annoyance to owner & exemplary damages (only when defendant's conduct is malicious, intentional or willful and wanton)? Q: How can the City secure access across the violator's property to perform restoration? . Court can order Def. to provide access across property as part of order or sentence. . City could negotiate such access as part of plea bargain or settiement agreement. Q: Are there double jeopardy problems with pursuing more than one of the above options? . Double jeopardy: generally prohibits double conviction of/trial for 1 criminal offense - conviction in criminal case generally does not bar a civil action to recover a statutory penalty for the same conduct if the statutory penalty does not constitute punishment for the criminal offense. Courts will apply multi-factor tests to a civil remedy to see if it is properly characterized as civil or criminal for double jeopardy purposes - focus on punitive nature or affect of remedy.' . Same acVtransaction can constitute violation of two separate statutory provisions where each provision requires proof of a fact that the other does not.5 . City could not prosecute for both criminal mischief and vandalism. . Sec. 15-12 provides that the remedies provided In Chapter 15 are cumulative; but statement of legislative intent cannot overcome constitutional requirements. . City could prosecute 1 criminal offense & initiate civil abatement action under Sec. 15-6. 'Note: Sec. 15-6 requires that notice and opportunity to cure be given before initiating civil action; does not authorize the imposition of costs against the responsible party. Because 15-11 provides for assessment of abatement costs against property only, City may lose out on cost recovery if it pursues civil action in municipal court under 15-6 as opposed to civil action for tort of nuisance in district court. . Best combination of approaches - get criminal conviction & recover costs incurred: . Prosecute violator criminally under Sec. 15~15: "It shall be unlawful for any person to create, operate, maintain or conduct any nuisance." . Seek violations & penalty under Sec. 15-10: . (b) "Any responsible party violating any proVIsion of this article6 shall be guilty of a misdemeanor" and subject to a minimum fine and court costs. . (e) "In addition to any fines levied hereunder, the court shall impose, as a portion of the costs assessed against a convicted responsible party, any costs incurred by the city in prosecuting, enforcing and abating the nuisance." Sec. 15-10(e). 1 Public Service Co of Colorado v. Van Wvck, 27 P.3d 377, 389 (Colo. 2001). 21l1.at391. 3 Webster v. Boone, 992 P.2d 1183, 1185-1187 (Colo.App. 1999) 421 AM JUR 20, Criminal Law ~ 330. s 21 AMJUR20, Criminal Law 3367. 6 Clear intent of this ~ is to provide a general penalty for violations of the "chapter" . the "article" concerns only enforcement and penalties. Could be an issue of statutory interpretation for the judge. CNB\53377\422757 In Page I of I To: "Darin Morgan" <darinm@ci.wheatridge.co.us> Subject: FW: code violations from Parks On Ochoa Darin FYI. Alan -----Original Message----- From: Joyce Manwaring [mailto:joycem@ci.wheatridge.co.us] Sent: Tuesday, October 15, 2002 5:29 PM To: alanw@ci.wheatridge.co.us Subject: code violations from Parks On Ochoa Alan, Attached are possible code violations from the City Forester and from the Park Rules and Regulations for the compiled list. Thanks Joyce Joyce, Possible parks violations Section 17-36 a Motor vehi!;kand b llilrking also 17-38 Littering with regards to dumping probably the bestfitfor this circumstance 17-40 Vandalism Remove. destroy damage open sp,Ke property ...any vegetation. I'm not sure ifmy warning about permitting within a flood plan re: Federal violation was taken to heart. but we definitely want this covered before we'd start any repair work. Hope this helps. ~aret . '. Harlan]. v.md ---'-------'---_._._.._".,'"..:....-~--- Printed for Darin Morgan <darinm@ci.wheatridge.co.us> I O!15!~OO~ MEMORANDUM TO: Darin Morgan, Codes Administrator Joyce Manwaring, Director of Parks and Recreation FROM: Bill Cassel, City Forester DATE: October 15,2002 SUBJECT: Possible Code Violation for Greenbelt Property north of 4995 Harlan St. Here is the code violation information from my office concerning possible code violations for damage of trees on the above referenced property. This is for information only. When ready, I can prepare a official Notice. Feel free to call if you have any questions. Sec. 24-8. Injuring trees on public property. (a) It shall be unlawful to injure, damage or destroy any tree, shrub, etc., on any public property within the city. Any person who shall injure, damage or destroy any tree, shrub, etc., on any public property within the city shall notify the city forester of such occurrence and shall within a reasonable time repair or replace the tree, shrub, etc., to the satisfaction of the city forester. (b) Should any person fail or refuse to repair or replace the damaged or destroyed trees, shrubs. etc., within a reasonable time, the city forester shall do or cause to be done the necessary repairing or replacement, and the costs recovered in a manner provided in this article. (Ord. No. 1999-1157, S 1,5-10-99) MEMORANDUM TO: Darin Morgan, Codes Administrator Joyce Manwaring, Director of Parks and Recreation FROM: Bill Cassel, City Forester DATE: October 15,2002 SUBJECT: Possible Code Violation for Greenbelt Property north of 4995 Harlan St. Here is the code violation information from my office concerning possible code violations for damage or trees on the above referenced property. This is for information only. When ready. I can prepare a official Notice. Feel free to call if you have any questions. Sec. 24-8. Injuring trees on public property. (a) It shall be unlawful to injure, damage or destroy any tree, shrub, etc.. on any public proper!: within the city. Any person who shall injure, damage or destroy any tree, shrub, etc.. on any public property within the city shall notify the city forester of such occurrence and shall within a reasonable time repair or replace the tree, shrub, etc., to the satisfaction of the city forester. (b) Should any person fail or refuse to repair or replace the damaged or destroyed trees. shrubs. etc., within a reasonable time, the city forester shall do or cause to be done the necessary repairing or replacement, and the costs recovered in a manner provided in this article. (Ord. No. 1999-1157, S 1,5-10-99) Offense Report 181 Felony Misdemeanor III 9 o Incident Report o Petty Offense ",;,;;;u!f) 10 09 2002 09 2002 1114 V-Victim RP - Reportin Pa ;J [, 88 - Subject (Incident Report Onl ) ,. ",,,,,::',0.:1. .E.i.)....! 1"t,j cO "!WiihHk Offense Report I'l Felony I'l Misdemeanor 0 0 Petty Offense .1 09 2002 1114 .,m V City of Wheat Ridge Res. Q Bus. 7500 W. 29(h Ave. Wheat Ridge, CO. 80033 303-237-2220 I'l Garcia, Mike Res. o Bus. 7500 W. 29th Ave Wheat Ridge, CO. 80033 303-235-2868 I'l Stolen Victim Suspect OFFENSE STATUS Are Witnesses able to assistln solution of Veo 0 No " Can susoect vehlde(s) be Identified? Ve, ~ No ! ! 2E!<'l Can a susoect be described? Veo " No 0 Is stolen oropertv traceable? V" ~ No ! ~ Cleared By Arrest Can a suspect be named? Ve, 0 No 0 Isohvsicalevldenceoresent? V" ! No ~ ~ Exceotlonal Clear Can a suspect be located? Ve, 0 No 0 Recorrmend Case Review V" ! No ~ ~ Unfounded .1*1. hil ,i:; ~ 'i:irr. ';j1,1!;1h;rtfK,dm;~i)k , $35,00 0.00 .,"18;;;- 1 of 3 6197 RIGINAL r, "c,,,,;,, City of Wheat Ridge 100902 Continuation III Supplement 0 W2: Nguyen, Steve City Engineer, City of Wheat Ridge. 7500 W. 29th Ave. Wheat Ridge, CO. 80033 303-235-2862 SI: Ochoa, Jose Luis 4995 Harlan St. Wheat Ridge, CO. 4690 Harlan St. Lakeside, CO. Age: Unk DaB: Unk W/M 80033 Unk phone 80212 303-480-0479 S2: Arvizo-Varela, Urbano 6635 Irving St. Denver, CO. 4690 Harlan St. Lakeside, CO. Age: 38 DaB: 122063 W/M 80221 303-487-1482 80212 303-480-0479 Text: On 100902 Sgt. Gray requested APCO Ofc. Weigel and I meet him at 4995 Harlan St. Sgt. Gray advised Steve Nguyen imd Mike Garcia, engineers for the city, received information that the owner of 4995 Harlan St., later identified as Jose Ochoa, was building an access road on city property. Upon our arrival I saw a dirt road leading from Harlan St. to the back of the property located at 4995 Harlan St. There was a Case tractor on the road. It was apparent the tractor was used to move trees and dirt for the construction of the road. Sgt. Gray advised the damage to the property was approximately $35,000.00. This estimate was given by Margret Paget, who works for the city. Sgt. Gray had a map of the area which stated the road was being built on the City of Wheat Ridge's property. (See attached map.) We attempted to contact Jose at his house. Sgt. Gray saw a male inside the house and rang the door bell. The occupants of the house refused to open the door and we did not make contact at that time. Due to the fact the occupants of the house refused to answer the door and the fact that the tractor was on city property the decision was made to tow the tractor. Upon the arrival of the tow truck, Urbano Arvizo came to my location. Urbano wanted to know what was going on. I advised Urbano we were towing the tractor. Urbano stated the tractor belonged to him. I asked Urbano why it was there. Urbano said he works for Jose and they were building the access road to the back of the property. Urbano said the road was going to be used by Jose. Urbano said Jose recently bought a pony and was going to build a corral for the pony on the lower area of his property and the access road would lead to the corral. Urbano said he could prove ownership of the tractor. The tractor was not towed and was released to Urbano. Urbano moved the tractor to the driveway of 4995 Harlan St. Urbano was told no further construction could continue on the road until this was resolved. Ofc. Weigel took pictures of the entire area. i 1'1i,~ ~, $35,00 0.00 2 of 3 .197 " <"J~\- City of Wheat Ridge 100902 Continuation III Supplemerit Case open. $35,00 0.00 ~ J:i!k < ,-::> 3 of 3 ""ID\(:II\' \L r ji\ iJl!H "".7 1 -,' 11 .JI . ... 6191 SHEET 1......----1 FILE # CO. 80034 DATE _~I~_~;_d_~~,_~_L~:-: . - ~-l;:J--:- ;- .--\-:------. -+ ~- i - :- t ~-:-~i-' ~T~l~r::rr.J~~t~(~~~L~:rr~i-l . ._L~___i,-,,-L-,-l~-- - -"",.,i.._-~-,--t--'.'1'--- ____L-'1- ! ' . i Lt+-: ~ ; I : " >+-,- i r; I !: ; ; ~: · ii' . . . II : ' , ' _.....'. _'2i..,-,,-I;.'-~.'---? ~_.J".. .:t.'--~.>Ul.j2..1.~"I.-.'-'-,,---i..,--- 1__.. -.. _:__1.-__Cc-. -111.5;.' &>"'.,. ,-q..t~i---C-;-T.! ---'.' 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Z/ 't.. - . _292 Jj{IlI.i!'l..lStP - . _:I~..5''' ;.d-"o,- '~- ~-,-- t-.--; -+ . ,-+ .. . .;. - r-jt;L ., -,,-' --- + -'-+-:-c -- ..,-,;-t '. rl=r! I-;-J--I""'~--'--rl+.-.'.'-:n_""~j' ,1.....rr<l~~T-,-=-re*'~OjL~f- ! .' . I !' ,I '.!;j. 111" J '. '=1: i . ! ! I . . ---'----t-- ~ t- ~---;- - Jii-lJp:-ap"'-f_i!?$'L '- __=_,___?-t,:'L(j,~.",,,, - +--, .1-- ;-i___i_+_i___ i-i _L. . -l-~- ' bt=l-tJ ~(t-L ;I!r.~_] 4t/~T., ]-t+-tJj-~~~.: -I 'tl- ~-r-i --! ""'tL-: -- ~- jl- '---: J[ ~:- +-- --;- -. -- r-- - f ! -, --1-' '--1--: - - I --. . . - r' rL-rT=-- 1- 1- J--1-- 1---1 --I -r j - ...1 '-r-' -c- -JZ f. II t 00/ / " "'" N + ~ ~, Ochoa Property - 4995 Harlan Street s N W+E CJ Floodplain Topo /\I Subdivision Boundary Old Right-ot-Way Roadcut Centerline N Right-ot-Way N Subdivision Boundary IV6 . N Property Boundary IV Property Boundary // Property Boundary Property Boundary Banks:Top & Bottom ROW Centerline /\/ 52 /\./ 60 /V80 81 N Right-ot-Way 100 L o 100 200 300 400 Feet ~ ~, 40 o 40 .. .80 Feet N 40 o 40 80 Feet w.b, , Gj h J0,5 ;zg&6_ 9~3 , (05) -Q C~O""l- € , "" wo.o~ " PER OEEt) 1'" Q}A -.y"'J'f1V L . , C\..E/llR CREE · Ii... VB< l.\ME Of ~, CEM,.ER (204) 8 . 90 (00) (206) -~ ~ ~ (009). ,/ u 46 /' CITY AND CO~TY OF DENVER BOUNDARY - - @ 2900-947 5.A SC 5 4-A PT OF @02) (go?)_ In N N( N 11)/ It) , - I I 5 I I I I 1 I BERKELEY @ (200 HEIGHTS 4-8 (oof) <8 w ..,: !i III a.. ..... o It) .... II) ~ ~ 00( 0 U 0 <I: III > ---------' en.I' 566.89' QjF ~B (903~ V ro - I en ro C" c: .- c::: .- o -- "0 <( '!'\""q\.'v' \.... ~~, v ~ 1.01 ACRES"" 4995 ,NORTH H/\RL_AN ::i-CREET, DART OF t~E/J C:"114' ("'.~(~l""i\1 1-', I i"\ " . '. j' Ii I .,A_. ,~ lei ,~. 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I "'~:~ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 14457 9/6/02 Property Owner: JOSE LUIS OCHOA Property Address: 4995 HARLAN ST Contractor License No. : Company: Phone: 432-8239 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: $200.00 $23.50 $0.00 $4.00 $27.50 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridg rdinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description: BUILD OR INSTALL A WOODEN FENCE 6' HIGH ON THE SOUTH SIDE OF THE PROPERTY - SITE PLAN ATTACHED BUILDING DEPARTMENT USE ONLY ---- Approval: MLC Zoning: R-3 SIC: Sq. Ft.. COMPLIES W/ FENCE REGS. --- Approval: BG 9/6102. FENCE ONLY Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (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 are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The iss ce of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the rovi n ofth buil' codes or any other ordinance, law, rule or regulation. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPuctrfoN Building Pennit Number: Date: PropertyOwner:j('SE L;~i~> V~L.,O~ ..? .' Property Address: t.fCfC/5 ff/<J1t LAIJ ':;or! lUIi<:/it Ji:- ,p{i.$, Contractor License No.: HOlY,,: t!)/AJAt't2.- Company: L .?:VI fI1. /Jail AlE'2-- ?:J. 0 ..Lf1.,- 71f4'1 (. ;10033.. . .. U Phone :.~3- <{32-: - '-6:>3"1 Phone: (3~) 1f8J . tJ '(7 '1 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hearhy certify that the s/rtback. distances proposed by this permit application aro accurate, and do not violate applicabl.o ordina.noes, rules or rogoJ.a.ti.ons of the city of Wheat Ridge or covenants, easements or restrictions of record; that all m.eas:urcm.cnts shown. and allegations made are a.ccura:te~ t1W: I have read and agree to abide by all conditions printed on this applications and that I assume full responsibility for compliance with the Whoat Ridgo Building Code (U.B.C) and all other applicable Whoat~.' ces. forW~ undtcthis pmnit. (OWNllRXCONIRACroR):SI (/ ,k [)jUl-i:, DATB#i- v Construction Value: 11 20 () . e,o Permit Fee: Plan Review Fee: TTIO!p. T~y; Total: DeScription: d I' I h j /).;i I tn- l'lftu.,il ^ WD0Ueh -(-ewe <D ''7"' ut\ <;: t>" 7i 5id" er{ +t pfb (X!-r' Ii .- s: I rr.. ti-I! f0 6. tf. b.. d-<Ii'd 't-'h.... ~.. .....:--r~;:::::!"2~.W':,!I:::~-:;~ :;;.w:w ),ipp;~~ Zoning: ~ - :J l1<l&"jll'Z~' ~......"'^.. .. -....ff /' Approval: ~ v . BUILDING DEPARTMENT USE ONLY ea,,\>QQI) 1t f\\~~' SIC: 9ccupancy: Walls: Roof: Stories: ~ (~,~(! ~ ' ., ". " ",,1 . --{' c. \;' Q/c4:l FenN d"Y , C. ,--. -~~~_: Approval: '-..:-:".:..."~ - Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This peonit was: issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) tho work autb.orized is not commenced within sixty (60) days :from issue date or (B) tho building auI:b.orized is suspended or abandancdfor a period of 120 days. (3) If this pe:z:mit expires, a new permit ma.y be acquired for a fee of one-half the amount nonnally required. provided no changes have hem or will be made in tho original plan! and specifications and any suspension or abandonment has not excocded one (1) year. If chmge.s have been or ifsuspcnsion. or abandonment exceeds one (1) year, full fees shall be paid for a new pcanil (4) No worlc of any m.anncr shall bo done that will change the natural flow of water causing a drainage problem. (5) Contractor sha1lnotifjr the Building Inspector tw~~four (24) hours in advance for all inspoctions and shall receive written approval. on inspection. card before proceeditlg with successive phases of the job. (6) The issuance ofa pcmlit or the approval of drawings and specifications shall not be COD.StNed to be a pmnit for, nor an approval of. myviolationofthc provisions of the building codes army ather ordinance, law, rule arregulatian. clli~din~ o SOUTH '00 05' A" 'NEST 212. SET PIN I --I \~ ..(> \\ v" \~ "y ~ ~'t. .. \ .. \ ~1 ~~~ .~ \'".. ..,. ~'\'t. i,/. lP o c:. 't. -' o ,\~ ~ ... .. .r;'.JI ( 301M ~33~ 09) ~33~~S NV'~VH ~O 3NI' '(I ,OO'~LI ~9V3 ~~o 00 W3~N30 o H~~ON --c "~I'L91 ~ ~9V3 .of I~O 00 H~~ON !I g ,~b~l~ , j\f-f17CJVj1 5bbf1 ] Vol Oti . J / '''r:s. ~1~~N'<l) ~... ~ '" !.Yp" '" 4J '~1~ MO~ ~ J ~k:J \..a"f,,'Y)Q~ ~ . ~... <do ~ I ~)IlIl'l'Q ...0 ~\ ~ ~ OJ 'l-~ ,)'. ("t1 ",....7' "'... rCl~C"t'I ~1.1.. , i' " -\- 'c, , ~ N ';. '" ~ 1l ~ o .- s l ... ~ ~ . ~~ (....~ ~\'- HI.. ~3S ,a 'GIG NOI~03S ~O . . ~3N~OO-~3~~vnb H~nOS 3H~ O~ (~ I I 'IV' I'M "of I~O OO'S . _ I 0 ~I NI. I us:' Il!i c:::; "-' M r OJ " '- f Q? - \ \; ,.I (\' I .. ... I[ w .. 0 I[ 0.. .. I[ w . ,J' 0( ~O') .,-' .~ ....:.~ 0,; ~ ."! '->... ~ ~ ...i ;lJ~ )/<1'7 '('1 ~S3/1, ,,0 I ~o 00 H~nos o / DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 14400 8/27/02 Property Owner: JOSE LUIS OCHOA Property Address: 4995 HARLAN ST Contractor License No. : Company: Phone: 432-8239 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: $0.00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable heat Ridg rdinanees. for work under t~~7~~ (OWNER)(CONTRACTOR) SIGNEO DATE Total: $0.00 Description: Use: 10' X 8' SHED W/ SLOPING ROOF FRONT TO BACK. 6" SLOPE BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. . COMPLIES W/ R-3 REGS 8/27/02. MUST BE ANCHORED Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized js.not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The is ~~ or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the on 0/ /.; ~ codes or any other ordinance, law, rule or regulation. , (') (2) (3) Storage Shed Placement Permit (for storage shed that DO NOT exceed 120 sq ft in floor area) Depanment of'lanning and Development -- City of Wheat Ridge 1500 West 29th Avenue Wheat Ridge. CO 80215 - 303-235-2855 Properly Owner: ros E. k v i ~ OtJ, \:Lt.. Properly Address: 49q5 l+or/6.iA, Wht?C\t R(d~e, Co ~0033 Phone: (303) '1'3.2-'3;;'31 Contractor: 6y rrolMe ()Ct)Vi~ ~&~e~ (3()3) !.f-'1tJ-{)'f'7 q OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed for this permit appilcation are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER/CONTRACTOR) Signature: Date: '6 / ~31 D2. Descriotion: I tf K. <3' <; ~ e d +0 IoM'^ ro" :> { D p.e. J~ L I ~I Building Setbacks - Side: b Rear: ~ "" D Frondllf..:J w,f1., ;')Ibfl"~ rOfiJf fyel'd- Use: PI~l<t't ht>r~e .s/,ed Zoning: R."?;J~,,,tlt<.( Sq. Ft.: <fJo ~.B-';s Approval: \\~Q... "'ul!:l!!;>f....~_ ~ Approval: (!.. c. ~\?'-\SJ) ~R-'~ 6\.'(r~- r/;;...,kz- I fI 11 No work of any manner shall be done that will change the natural flow of storm water causing a drainage problem. Owner i contractor shall notify the building department twenty-four (24) hours in advance for all inspections. and shall receive written approval an inspection. The issuance of a permit or approval of drawings shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any ordinance. law. rule or regulation. Sheds must be properly and securely anchored at all corners. PLEASE HOTE: Owner I contractor is responsible for 10caUng propel1Y lines and construcUng improvements according to the approved plan and required development standards. 111e elMs not responsible for Inaccurate informaUon submitted within the plan set and any construction errors resulUng from Inaccurate information. ~~d~ator ~ r."~'. ~ ",. . 8',.. --'-'l ., ~; o SOUTHOO 05 I 0" 'NEST v. L Ihi{ fewc , \~ -t-CXj WD&d ;z o ;JJ f")'IoI.'!' ~ ':;"" % /' ~L/ "/I'-.. ~ i .. I ~ I - I '" ~;J' - 60 "- to ~t '-J ." ~ /~ i;SET I PIN I'S I s. 000 05' 30" IV. I , 1043' TO THE SOUTH QUARTER-CORNER OF SECTION ~7" . ,f" oo .. ;JJ " .., ;JJ o ... .. ;JJ .~ .. 212. 0' \. t\ '" "" l.'j \----J ,,' c:: ~." '.:;' .... ~ ( \ !-to /Vi, [ Y1QS ~!M, ,j)}l , . ~!E-~~' ~ (i NORTH 00 05' 30" EAST SET PIN 167.1$' '. 1- . ( 7'1 o NO!!!H 00 00;' ,0" EAST 17'5.00' CENTERLINE O~ HARLAN STREET (60 FEET WIDE) 13. ~ :r. .. ~ ~ J;: .~ -\' .r-~,.. .' , I ( P Uesidential StOl.ag~' Shed Roof decking Roof cover material 2x_Rafters@_o.c. 12 Pitch 11)( L{." ;t . 1/ Vii 5>rvd::. w/,)x,- LWEr>.fv c- f9"'~;^- I('cgf. , X If 5n 15 I!./'c;~ "f Co("/{tfS + C e-ct/l.t""4 bu)",eJ.. ')' r"\ (ax: rctt' f)..11 i :l" StvJ" t c~ -fer 'Oil; (11 Exist. Grade 1- RoofstyleA_ > ,., Check One Roof style B -', ,- , --~", ,;"'-', " ... ...... ......... ,...... ......... ......... ......... ......... ........ ....... ..... - ; ;':>'-:~------.sJOf.w--P.I,,?tJ.{--}1eor-~~-~~-~:':;~:..- - - - - - --.. -. -- - -----ib-li;~;- rl r -- -, ii.. -r;;~-; - -=ri - -. - - --- I 136 (1-( Span ~ " " ~ ~ -a; :z: .. c :E 'S '" 2x~studS@ _o.c. Siding W h J)1j. II I h"5lde ~ o U \'7'de Minimum 16 Ga. metal straps with 8/16d nails and bolted to ground anchor w/lj2" bolt. Min. 1/2" Oia. Anchor@6'0" o.c. & 12" from comers. 3~1/2n Minimum Concrete Slab 2X.-!:l..- Roor joist _x_Skids@ 36" Anchor /8" Oia. Caisson - Located at EACH corner ~ 0; :z: .. c :E 'S '" Exist. Grade '. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 14393 8/26/02 Property Owner: JOSE LUIS OCHOA Property Address: 4995 HARLAN ST Contractor License No. : Company: Phone: 432-8239 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable he Ri e ordinances, for work under th~: ;:r:i; I (OWNER)(CONTRACTOR) SIGNE .) DATE~ Total: $500.00 $23.50 $0.00 $10.00 $33.50 Use: Description: FENCE ON PART OF PROPERTY - AJOINS DELBERT PROPERTY ON EAST SIDE AND ALONG SOUTH SIDE. WOODEN FENCE 6' HIGH. ON WEST SIDE LINK FENCE ON NORTH SIDE WOOD FENCE. ENTRY WAY ON NORTH SIDE. -- Approval: MLC Zoning: R-3 SIC: q. Ft . BUILDING DEPARTMENT USE ONLY COMPLIES WI FENCE REGS. ~ Approval: BG 8/26/02. Please Note: Owner I contractor is responsible for locating property PER CODE REQslines and constructing improvements according to the approved plan and required development ,tandards. The City is not responsible ror inaccurate infomlation submitted within the plan set and any construction errors resulting from inaccurate information. Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the proviSions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. (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 are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job, (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the pro' s of the bu' ing codes or any other ordinance, law, rule or regulation. spector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUCAT10N =t Lev; -lZtJ-t/fG""flI1Y Property Owner: 5D~r:; Lv \ ~ Ck.'hoCc. 1\ d {'30033. . Property Address: I.fLlct S \.{ i\ I2..Lt\N -S ''] W },t7C1.f- k \ ~e 0 Phone (3D?';) 2j-3J,.-:- 82JC{ Contractor License No.: D.~ I r ,() /3,'21 Jfgf'--Of10 Company: IV f)uJf\j [. "'-- Phone: l., U:'; J U. I Building Pennit Number: Date: OWNERJCO.NTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hearby certify that the setbaok distarwes proposed by this permit application are accurate, and do not violate applioable ordin.a.n.ces. roles or regulations of the city of Wlwat Ridge or oovenants, eaaenwrts or restrictions of reoord; that all mcasur=non:ts shown, and allcglttians made ace a.ccurate; 1ha.t I have read and agree to abide by all conditions printed on this applications and that I assume fb.ll ,ospocsibility for compliAnoe with tho _ Ridge Building Code (U.B.C) and all other applicable Whoa! Ridge Or~ork under tills pecnit. (OWNER)(CONmAcrO~SImmr> \""C;(/. ~/it9tJ DATE~OL, Construction Value: Permit Fee: Plan Review Fee: TTli:lp. T~y; -c- Total: 50(),() 0 Description: Ii F-\C'1ce DV\ fa,t- rDf f(Of.i'~'1-0i'l tklt po.v-+- '. !'h t o.djofl1'7Del ben- f'('ofdr11f oM E~,e,T Sid<C.- c<V)c\. o..lbV).~ SO/.A. t-L.: s;jc lbood"Vl ~c-e. &,' h'9h, Ot\l (,U:.Sr $,de I'HfC -t-ettL'€ (9{'J Sl e (>>190 0\.iB linING r EPARTMENTUSE ONLY < tN)\~llic"J 1J../~'lKQ.. '-.\.t):'J.. #lrfl~twMli f.ir,,^M~^~:.:m;;: ~t, ApproVal: \ '\ \lLQ Zoning:R-'~ %l{.4:"-:::';:;m_t:::~::~:~ mmMii~~~~:!l1~ j SIC: fJl ~h? f~ rsJe rCc<r;. ... "w.-:-~*'Mt':':':-:.:m~:r:{ ,. ";'Ii"''*.:.:.';'~. ">: ". ......... <. ......... .... . ,"", ..... . ",. . .,::~ '. .. . "' .':',. ... .. n. ..... Approval: pccupancy: A)/ /} Walls: N/;J Rood'.})I! StOriesAf;\ , " "~v Residential U,rlis: Electrical License Np: tJo lj~ Company: No C \ ec. t-rl&/Lf Plumbing Li~e No: Company: l\X) Pl """hi" q Mechanical Licens~~o: ~. /),lpJ.(JMi (UJ, Company: 1\)0 ptv ..' ' " Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordanco 'With the provisions set forth in your application and is subject to the laws of the State of Colondo and to the Zoning Regulations and Building Code of'N.lleat Ridge, Colorado or any other applicable ordinances of the City. 'Ihis pennit shall expir~ if (A) the worlc authorized is DOt ~ within sixty (60) days from issuo date or (B) the building authorized is suspondod or abandoned for a period of 120 da:ys. If this pconit oxpiros. a new permit IIWj be acquired for a fee of ane-half the amount noonally required. provided no changes have been or will bo made in the original plans and $pcci:ficatiODll and any .suspension or abll!l.donment has not oxcoedcd one (1) year. If cbanp MvC been or if suspension ar abandomne.nt exceeds on.e (1) year, full fees shall bcpaidfor anewpmm.il No worlc ofury tnam:IM shall bo dono that will ~.tho natural flow ofwator catWng a drainage problem. Conlractor shall notifY the Building Inspe~ tweno/~four (24) hours in advanco for all inspoetion.s and shall receive written approval on inspection card bcforo proceeding with. successive phases of the job. Tho issuance of a pormit. or the approval of drawings and speci:fication.s shall not be can.sl:rued to bo a pcmtit for, [lOr an approval of, ao;yviola.tian of the provisions of the building codes or mj other ordinaI!l:e, law,role orrogulation. ~~ctor (4) (5) (6) PLANNING AND DEVEE~f)MENT Building Permit Number: 5287 PE(::TtOHDIVISION - 235-2855 OfWlieATRIDGE Date: 6/17/97 WEST 29TH AVENUE T RieGE, co 80215 : ProperlY Aroperty Ad ress: 4995 HARLAN ST 1 Co~r Llcens No.: 19475 , Co any: NIETO'S ELECTRIC, CO Phone: 852-5219 Phone: 455-1714 ,:rURa; OF UNDERSTANDING AND AGREEMENT proposed by Ihls perrn~ appMcatIon ar8 """"rate, .,1Il1es or reglJtatlons of the City of Wheat Ridge or $ ofr8!:Oll1; that all measurements shown, and allegations a~nd a 10 abide b,Y eM eond~ion. prinled on Ihie ... . ,for co lienee with the Wheal RIdge Building ,at ~eord ee ~r~u::~71;19?' WIRE UB PANEL AND POST LIGHTS Construcllon Value: Permit Fee : Plan Review Fee: UseTax: Total: $500.00 $45.00 $0.00 $6.00 $51.00 BUILDING DEPARTMENT USE ONLY SIC: Sq. Fl : Apwoval : , Occupancy~ : , Walls: Roof: Stories : Residential Units : Plumbing License No : Company: Mechanical Llcerise No : Company: Expiration Date: Approval: . Expiration Date: Approval: . WIth the provIsIonS..t forth in yopur eppIicatioI1 and is _ to Ilta I.... or Ilta, ~ or CQIonldo and to u.. z""ing or 't\II15t~, Colorado 0' any _ aool_ ordinances orllta CitY. the W<>rk authoriZed Is not commenced wJth);, sixty (60) days from /soUe date or (e) Ilta build'"", outl1orizad Is suspandod or s. 1\101' be scquIred for 0 r", of o_lho omount normally required, orovIded no cIlongOIhove beenor\Nill be mode In the lfnd, ' ooy _ or abandonment hos not _ ono (I) yoo,. 11 chang.. ore mode or".__ or obandonmanl _ be ""Id for 0 '- pem>It. be <10118 thet will changO Ilta naturel flow of weler (:Busing 0 dnlinoge pIObIom. . -=twenty.four (24) hours In _10, on rnspeclions and Sholl rocolve_ ~ on m....-. (:Bnlbel'oto ~pprovolther~s and spoc:Itk:otlons Shon not be construed to be 0 pem>It for. nor on oppIOVo1 01. ooy _ or the pIOVIoIonS lInOB, taW, rUle or regulation. 1M tEl ~Idifl!lln or THIS pERMIT v. LID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTO~ AND MAYOR , CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: Contractor License No. : Company: IJ-t I.J V{ /.. t:L. t..fqC;:c,/ 11/1-/2 tA-/V ~i--- ! tft/7 ~ J! / eTo (j [; L r;:::c'777 iL. C.e; Phone :5 s z. -- SZ/ C'i Phone: Y--SY --!?I Y OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: so'?!- [ 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 (V. B.C.) and all other applicable eat R~ge ordi~~nces, ~or work under thi~ ~~i>~ (OWNER)(CONTRACTOR) SIGNE .-(.,,(4, .<:.~ DATE~ Total: Description: it/!12 / ~ 5,:J) a~! d cl ,fd.Jl- i,;;" 0 BUILDING DEPARTMENT USE ONLY L!f&, ?o1l1I1l11C()1fItnljllts~ Approval: Zoning: B01R1/11MCl)1f\I'iillII~ Approval: p'OblllllWMklR.,.omnfRts:l Approval: Occupancy: Walls: SIC: Sq. Ft.: Roof: Stories: Residential Units: Electrical License No : Company: ". tl1f:t?!u E/-i;;?T1"l GJ. Expiration Date: Approval: Plumbing License No : Company: Mechanical License No : Company: III '0 _,_ ~' ~ Expiration Date: Approval: . I2lallllBlJflJlfW Expiration Date: Approval: Ii! r - -0.: I (E. ',_;, (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject 10 the laws of the State of Coorado and 10 the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other_ applicable ordinances of the City. This permit shall expire If (A) the work. authonzed IS not commenced Within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned, for a period of 120 days. If this permit expires. a new permIt may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow or water causin~ a drainage problem. Contractor shall notify the Building Inspector tw. enty-four (24) hours In advance for aU Inspections and shall receive written approval on inspection card before proceednng WIth successive phases of thelob The Issuance of a permit or the approval 0 drawings and specificat:ons shall not be construed to be a permit for, nor an approval of, any violation of the provisions or the building codes or any other ordinance, law, rule or regulation. (4) (5) (6) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 1~~'~'"I)~""",~~Il!!j,.I!\!'I",,,,.....~I'~'7b,,,,fW..!~lw,,,,,,~~I',..JIIlIJ"l,l,...,,,,,,,,,JljfHIlI!"I~J,,,",..J,tl~""".~~I.l,l!I.ll,l~.~"",11IIIj,~II~ ~ . - - - - - ",. ' .. i < DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 5074 BUILDING INSPECTION DIVISION. 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Date: 5/14/97 cr=~fl Property Owner: Property Address: 4995 HARLAN ST Contractor License No. : Company: Phone: 432-8280 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: (OWNER)(CONTRACTOR) SIGNED (J DATE6='/Y-)l Total: $4,500.00 $100.50 $0.00 $90.00 $190.50 I 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 the Wheat Ridge Buiiding Code (U.B.C.) and all other applicable Wheat Ridge 0 . ances. for work under this perm~. Description: 4 FOOT FENCE; 2' BRICK AND 2' ROD IRON IN FRONT OF HOUSE BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: OK SM Zoning: R-3 4 FOOT FENCE IN FRONT YARD Approval : Approval: Occupancy: Walls: Roof: Stories : Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . Expiration Date: Approval: Expiration Date: Approval: . . (') (2) (3) This permit was issued in accordance with the provisions set forth In yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rjd~e, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications .od any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causin.s a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for alllospections and shall receive written approval on inspection card before proceediing with successive phases of thel'Ob, The Issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building es or ny other ordinance, law, rule or regulation, (4) (5) (6) Chief Building ns THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR . CALL: 234.5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: ...J OS e Property Address: """15 Contractor License No. : 1.1.JI$ c:> cfi'61'{ rt A l?.L-AAJ s:r- Phone: P.:{ - lr 2.. ~~ Company: f'/ CH"Z e 0 c...J ,;J ISIL Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: 'IS 00 Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNE~O&"1 na oa DATE c;-: /7'- 17 .. J ~ oS n ;:7:liLca.0 rS"'c..,;; . Description: 4 j!1/l..l c../C '#- ,~ '" Total: BUILDING DEPARTMENT USE ONLY ZOfIlflMGl:ImmlJlllS] &:; ,'t . q "f" Approval: "".- I 'v" t.t J~ Zoning: P.o 0 BmlCll(lal\;lOmmenll1ll Approval: SIC: Sq. Ft.: ~~~. . ~U:~)'~~}~IJ.l"OIlD:: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: . . It\c:I~C~l'lkJo.: Expiration Date: Approval: . Expiration Date: Approval: Expiration Date: Approval: . tlj _W '~.!.H~." . I- tlJl:J;i~{:,~J..u (:),1 (') (2) (3) This permit was issued in accordance with the provisions set forth in yapur application and is subject to the laws of the Stale of CoIotado and 10 the Zoning Regulations and Building Code of\Nheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shaH receive written approval on inspection card before proceediing with successive phases of thelOb. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. 14) 5) (6) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION - - - (/7 t(r:J~S~ .. __ FE,V<.E r;; Cl ~ IAJ-Srpe'" s III ~ 1.v,'9 '-Ie::. _ I l:kWe......>'ly V' ()V ~_ ~7' ~ ;II ~ o 3 :l: " ~ N Cl " 0 '" , Sl " !!: ~ 5' CD '" .. l> !:. '< e: Sl 0. 3 " 5' '" ~ 5' ;;; '" -g Q 0 Q ClZ <> 0 "'0 "'''' 0" ~ a", <> <> o .. -", ~~ o '" " <> 1l 3 " .. o 0. ~<> a :;- 3 5' 5'<> <> " Q~ ':<0 o :: -", :;:,.. "'", g: ~. ii~ O:::l ",,,, CD ~. 5' o !:. " o J> .... ::r m " o ,.. ,.. o :;: Z " ~ J> 'tl o '" m Ul :::l <.Cl ~ ro "T1 ." 3 ~. ~ '< ;u ro '" 0- ro :::l n ro "Sl Q" " !l n <> .. " 0. .. " <> :E 95-1434 8 0 ,.. 'tl :;: lB J> Z Z 0 .... m l> 'tl ~ J> ,.. m c ~ Cl c... m .... 0 '" 0 Cl~ l> J> '" J> C ro :!i c J> ,... 5 m '" ~ c... ~. ~ 0 '" :::r a .". :::l n <.Cl ,... :::r <.Cl 0 '-" ." :Ie Ul ~. ." ..,.. .., < ~ ro ." .., :::l Ul rt .., ro ro rt l> C C J> m '" '" :;::;:~ :;! ::T::TCD(i CD: ~o ~-ctlCD :IJ:c:a a: a:~ ~ COlDeo JDCD5.!. I>> tD CD CD ::lC"",< 0.=_(1) 3Q.:::r:l. I>> 5"<Il = "<CO I>> CD "," g~~s gg.Ql!. 0- 1::J_ C No:r "00"'0 ii"2.a.o- Q.::l-&:: -0::1 = Ol>>c9: :'::l3::J ::T Q. crtC ~~!t8 (I) :r l>> ::l CDCD::I(IJ m.....o.:::;- jCDO~ 0-::1_ _.1>> CD =;-'0 a. ~Q.al>> . --0:::::1 ....0. ";+- 0.-< Q " 0.- "'..'" "",<> "0" :::I::!.Q:I 0. '" <> 0.<>" <> 0. ~ < ",0 ~Cl,& o OCIJ ":E<> 3- 0. <> 0. 0 ~g: jim::r :Eo<> ~ en 0 C" 03!:. -'2. a: :;r'< :i <>:E'" O:+SD -"''' -<-e: 0'" 0 -<>~ :Ie ." .., ~ ." :::l Ul rt .., ro ro rt g; .. li 0. ~ 5' o !:. " <> <> :;: 0 i ~~ .. ;~O c: :;: "II 'g. ~ - [ll:J; Cl_rn 0"'J> 0):0.____ ~ < ~ ~~2J 0" _ 8"g ~ m c a <> o tz:.:l :;:c t-3 - I'%j - o ~ ~ o I'%j o o o c:: ~ ~ Z o ~ ;~500 WEST 29TH AVENUE' P o. BOX 638 WHEAT RIDGE. CO 800340638 {3031 234~5900 C'ly Adm," Fax # 234~5924 Pol,ce Depl Fax # 235~2949 DATE: July 15, 1996 The Cily oi ~heat GRidge TO: FROM: Accounting Department D~rector of Planning & Development SUBJECT: ESCROW REFUND Re~mbursement requested for escrow funds being held for: completion of landscaping The Landscaping has been completed to the City's sat~sfact~on. RELEASE TO: LOCATION: AMOUNT : Jose Luis Ochoa 4995 Harlan Street Wheat Ridge, CO 80212 $3,000.00 "- Glen Gidley D~rector of Development :IE ;. ;J' 3 :l: ~ N 0 0 =r " ~ " '" '" )> S- o. c: 3 3' '" 3' m '0 CD " Q 95-1434 l-i IfTl 13: 1-0 10 1;0 I:>> 1;0 1-< ','" c..,,,,,,e, ...."'~,.,,="'"~."' """~"""~~M''''''__''''I'',' L,d) ~f!" """,,_.,,!,"'~ .~!l~'~'I'''' f",,,,,,'I!II],~JIlllr.,,,.,,..,,,),I'.,.,,.,,.,,,,,,,.,,,",,,,,,,.,,!"",." """"",.~ I i July 11, 1994$ Daily Inspection Log Page 1 Remarks Time Type Approval ABOUT 1 :00 1711 ? 7171 6320 6321 ( 6323 6324 6325 6327 6328 service change 'fJ FE AM FM WWlNG,2ND FL, PARTIAL RP , GAS PRESSURE TEST SECURITY SYSTEM PM FINALS RHVAC PATIO FRAMING AND ROOF 6329 6330 25'73 10750 5TH AV 6331 1~7 4295 KI LING ST 6332 BOG RLAND ST . OEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 2717 BUILDING IN~. PECTION DIVISION - 235-2855 CI OF WHEAT RIDGE Date: 3/6/96 750 WEST 29TH AVENUE WH AT RIDGE, CO 80215 Properly Qwner : Property A~dress: 4995 HARLIN ST Contractor License No.: 18761 Co~pany: UNITED SECURITY SYSTEMS Phone: Phone: 778-7000 I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : Permit Fee: Plan Review Fee: Use Tax : (OWNER}(CONTRACTOR) SIGNED DATE Total: $1,995.00 $45.00 $0.00 $29.93 $74.93 I hereby certify thetthe lelbei. Istances proposed by this pennll application are accurate, and do not violate a Ilcable 0 lnences, rules or regulations of the City of Wheat Ridge or covenants, ee_~ or res ns of record; that all me..urements shown, and allegations made are accurate; that I heve and agree to abide ~ all condlllons printed on this application, and that I a_me filII responsibility for co"!P"ance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permll. Description: SECUflUTY SYS BUILDING DEPARTMENT USE ONLY Approval: Occupancy: If :~:ID Walls: Roof: Stories: Residential Units : Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Dale : Approval: . Expiration Date : Approval : . Expiration Date: Approval: . (1) This pennIt_ _In o!:conlonce _ tho provIsiona set fOf1h In yopur appUc:ation and Is subIed III tho _ or tho ~ or ~ and III tho ZonIng RoauIalIono and BuiId~ oIWhoal_, CoIorodo or arry other applicable onIinancoo 01 the City. (2) 11110 pennltahalloxplre I thowco1< _Is not commenced wItI1In aixty (80) days !10m Iaoue _ or (8) the building authorized II auspended or _Iora period 01 (3) II tills pennIt expIraa, a may be acquired lor a foe 01 """""'" tho amount normally required. pIOVided no changea have bean or wiD be _ In tho original pIaM and and any luoponalon or abandonment haa not _ ooe (1) year. II cha_.... _ or "__ or abandonmonl oxceoda one (1) year, lUll _I be paid lor a __ l45) No work of any manner be done tIlat wiD change the natwal_ of _ caualng a drainage pI<lbIem. ) Contrac:lor _ notify tho IldIng '~ lwenty.lour (24) 1100," In advance lor aD Ii18pec:tIonI and ___ _I on InapecIIon card before (a) ~nce -a pennIt ~.:\'" om'rOwtng. and apoc:IIIcationa _I not be conatJued III be a pennIt lor. nor an _I of. arry violation or tho provIllon. of the bulldl or any other anllnance.law, rUIo or ragulation. Chief ilding Inspfctor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR . CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Mar-Q6-96 Ol:22P WHEAT RIDGE SECOND FLOOR DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE. CO 80215 2352857 P_04 Building Permit Number: Date: Property Owner: ~:rDS e... LL<I) Oe k00-- Property Address: y q q!:) tf,,-,. I Cl N S ~ Contractor License No. : Company: tJt\)tTC'o S ec"'r~~ Sjste,'1S Phone: "'ON e- yer Phone: ''77'6-1000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AG~~EME.NT ...-.-. I hereDy certify that tne setback distances prcpOled by t~is permit aPl?licatlcn .,.. .~rate, and do not VIOlate apP'lCable OICli"ances. rules or "'gulatlons of the City of Wheat Ridge or covenants. easements or reltrictions of recent that alt measurements Shawn. and aUegallons made are accurate: that I have read and Igree to abide by all conditions pnnted on thIS application. and that I aSlume full responsibility for comJ)hance WIth the Wheat Ridge Building Code (U.8.C.) and all other applicable Wheal Ridge ordmances. for work underthls permn. Construction Value: tCf q:; ....." Permit Fee: Use Tax: (OWNER)(CONTRACTOR) SIGNED Descnptlon: /11 #Y'''- S-( 5 DATE Total: ""jllll."'':1" ''''1 ,,,)" BUILDING DEPARTMENT USE ONLY Approval: Zoning: --- Approval: ~bU~~&L.~ll"I).rtla~ Approval: Occupancy: Walls: Roof: Stones: Residential Units: Electrical LIcense No : Company Plumtllng License No Company: Mechantcal License No : Company: EXplfatlon Date: Approval: ..J Plans R~ulred::-"J Expiration Date: Approval: ..J Plans Required .1 Expiration Date: Approval: :.J : P"'ns1D'qU~ II) 121 (31 ThiS Derrnll was ISsueG In accon:t1l1'lCe With the ptoYt.IOf'IS sel fortn In yopur aDPllcabOn ana IS IUD!ec:t 10 lhe Jaws of Ihe State Of COlOraoo anes 10 the ZonIng RegulatIOns ana Bwld.no Code of Wheal Ard;.. COIoraoo or any Olnlf' IIl)phcaeJe ordinances 0# the CIty nus oerml' ,hll] ax0N'8 If (A) 'he WCN1l: autnonzea I' not ccmmencecl 'Mcnitt SIlCty (60) day, from ISSue Gate or (8) lhe bUilding lIuthonzlId I' susoenl:2ed or aDandonea to, I perIOd 01 t 20 <fays. If !rIlS permrt eXpires. II new penn't may De ICQUlred fot a fee of O"I-4'Ial( tne amount normallv requrreu. PIOYtdea no Changes "''oJI been or WIll be made", lhe anginal planSlno sgeoftaltlOns ana any IUSpen",," or abandonment has not exceeded one II) ye.,. If Changes are mad. ot It suspension Of ablnOQnment !xcaeds one / I J year. futllees INIlI be paid for. new permIt. No WOUl: 01 any manner Inalt be don. tt1al WIll Change tn. "'IUtat now 0' waler cauSln9 a Clralnage ptObtem ConlraClor In811 notify me 8uIICllng InspectOr twenty.fOUt (24) ho\lrs rn aava~ 'or alllnspectlons ana Inlll receIve written ICl)roval On Insoectlon card berore croceedunq With successrve phases of the 100. .. The Issuance of a permit or lhe aD~'1 of dtaw"'9l and JoeaftcatlDnS snail not oe conslruea to tie. permIt ror, not an apptoval ot any Violation of the prOVISIOns Jf lne butlCllnq COdes at any other oraln.nee. law. rule Of reQUllllon 14\ I" 161 Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION L( tfrfX (' ~<f-.t( ,,{1 BUILDING DEPARTMENT , l I ;l (303) 235-2855 CITY OF WHEAT RIDGE ! [ t I Job Located at ! t ! b [ * * Correction Notice "/1"1<; II ,.1/ I~" 'Sf I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ./1' ~, I l' _' I .' II IlCT~1 1.-(/, 1//3//""'/-; ,/ I I / <~ '.' ; 'r "1.,4 e, (", -7 .' ".. ;1 :) /j(l f1!,,~/ /,-..;.; rc .' ,/1 ~'J' 1,..;I't/,Y 1 1 1 j j () ,f , I , /l ..- .'J' / ..'..-- i nee I I' ff', 1 1)6' C ,'.' ,I " J'"J' # c;l'~J?1' /1 -Ie d _ J / _' I, .d'< ;"'/ / ^ I j/C)./ n-I, :j ) Ann . ') / - ,,, j"("" I /_ ~-j/, ;' <?'l ! ~.. You are hereby notified to correct the foregoing violations. J t When corrections have been made, call for inspection. f ~; f r. Dat .., I L' / Cj/ ~. e ~"/"'1,' i/" f I - I , r" r [ FORM WR6-22 [,-~-"_._--"- .."...." ,',,-,,-_.~- i I I j ) I j I ......:.i..........;.c.-'-'"_-'-".u_....',...,~_.._""'-~.~_............-...:J . / i" / '" ,~,.~. !_...-.,/..;".,.,1....l,,~ Inspector for. Building Dept. DO NOT REMOVE THIS TAG DATE: 3- 4-9 G A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: A:./'19,.,\- ~ Si ~~V PURPOSE OF STRUCTURE: Building Dept. Approval: Remarks Zoning Approval: ~~ ~~ R':>:~:1""::-"':"1 : DATE: ~-4~9'6 TO: PUBLIC WORKS DEPARTMENT FROM: Building Department RE: 0/0 The property at signed off by the inspection. ^/'lYS- ~ U Building Department and is has been ready for a CO Once the inspection has been completed, please inform the :::'::u~e:~;n~: ~o~e r:i~ I ~~ INSPECTIONS WILL N(" 7JE MADE UNLESS . THIS CARD IS POSTED "'l~ fHE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE y INSPECTION RECORD JOB ADDRESS John L. Silver 4995 Harlan Street BUILDING PERMIT NO.)' 95-1434 DATE ISSUED 7 nn/Q, OWNER .Tnhn Si 1 veT I TYPE I OCCUPANCY I CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST West . if." ,! fv'i, SIG:" ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR . Footin s Caissons Reinforcin or Monolithic Weather roofin iCF'['TE UNTI~ i\. aVE HAS. BEEN SIGNED , Electrical (Ground Work) , Plumbinn (Ground Work) Heatinn (Ground Work\ Final Electrical Fixtures Plumbin Fixtures Heatin & Ventilation Landsca e & Parkin R.O.W. & Draina e Fire De artment Job Com leted OCCUPANCY NOT P RMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER L'!!<,.t__----'-____ (OPTION D or E) ESCROW AGREEMENT LANDSCAPING 1'0: City of Wheat Ridge P.O. Box 638 Wheat Ridge, Colorado 80034 The sum of Three ( $3,000.00 ) to be held in escrow with (Bank, Option E) until landscaping is completed at 4995 Harlan Street (Description) Wheat Ridge, Colorado by Jose Luis Ochoa (Contractor/Developer/Owner) The City of Wheat Ridge shall have the absolute right to withdraw the Escrow funds for the purpose of completing the landscaping of 4995 Harlan Street should Jose Luis Ochoa (Contractor/Developer/Owner) fail to complete or provide said landscaping prior to the date of September 7, 1996 The only requirement to withdraw the Escrow funds in behalf of the City of the City, executed by the Director of said Department and witnessed by the Mayor of the City of Wheat Ridge. Said letter shall state that the landscaping, as above set forth, have not been completed or provided by Jose Luis Ochoa and that the date of (Contractor/Developer/Owner) September 7, 1996 has expired. (over) (OPTION D or E) ESCROW AGREEMENT LANDSCAPING AND PARKING LOT IMPROVEMENTS -2- ACCEPTED: :' ---- rOIL.- C:~ 1.( fL C)i dJ.f-!", P&~j/j/I'<-i.>' D" ,edeL Wheat Ri gel (Direc opment Department - City of (Bank - Option E) Phone Number Address (Contractor/Developer/Owner) , ,~ 4'770 /I/97~U Address ,(/;!'rl ( ') 0 () '(tl '3 70 ~ Phone Number Date ?/~/7[ Temporary Certificate of Occupancy for structures covered by this agreement may be issued by the Mayor of the City of Wheat Ridge for a time period not to exceed six (6) months upon acceptance of this agreement by the City. "7;:ii'$~~ ." c <( 064"0330 NS - '~~~"' \t.~ . ~j \;, CASHIER'S CHECK 1$ REMITTER ..J U ~:; E. L_ U I .~::: U C i...j C; (.j 411< ~, I'~ ;\ .;,:l,,..;, ~~... Of? ~SJ:. i '.hi.,,: 6P-:-....~~;'.~.;.'.'~~.......;..:.<O...:.-m.%'i....'f'.;~~~~...............:.jj 'c'~; ,tZ;x::"::y~~zm!'~ l' .-- !~ !:~'F~57-16964 ~!1 /I~ ~V{ 23-2/1020 ~\}, "\.' DATE : r: I: r ! . fi ! ! , ~ i ~,... ;.~J :")C '; UU 401! ~~~,oc';,~~:> Netlonel Benk PRESENT FOR PAYMENT WITHIN 6 MONTHS OF THIS DATE. PAYTO THE ORDER OF CITY CW WHEATFHDGE ><>OAl8IIt Ci\l8l1J1l8i>oo''2.0 0 0';; '1' 0 0 ' lJOIUH f)n:\if:l'lc,>;J, un sets 'lIiis aocument fUJs a multi-co",r 6ad:9rouna, a.mia'o.prlnt sigMtufe(#.., au a fw[ograp/iU; foil tide; a6f':!.'ce'!!.tf::es.:..features ::,!!,inai<~t:...a,C(:P!f' \ NOTICE TO CUSTOMERS .:' f'{,.. '," '.-:..::. ':"".-1" As a condition to this Institution's issuance of this 'checl<, purchBSer : i;'j)1tAUTHORtZ~D SI'GNATURE aijree~ to provlda an indemnity bond pnor to the refund or ':"~';. ./ ". replaCBmenl of this check in lha8vent it is IOSI,mIBpIIloGfld,orstolen . . . .' .. II" 257*1;'11;1,11" I: *0 20000 2*1: log 71;001; :11;00'111" ~I ii' ,I i , f ~ (:;, 401! Colorado National Bank [kI1l"'8810931 Official Receipt DEPOSITS MAY NOT BE AVAILABLE Member F,D,I.C FOR IMMEDIATE WITHOF-1AWAL Checks and other items received lor deposit are s regulations governing bank accounts "To 0 0 ubject to the terms and conditions of this bank's rules ano amended from time to time, All items' ur eposltors and ElectrOniC Banking Customers" accepted for depOSit are subject to later count and verification' as they may tie 071-0205 /4j.('~ ()flrC( :;d4A/ CLIo (pit) NOF'TH DENVER OFFICE 257 001 L:<k'[lil on_', '_-I ,,-,~.- ., ~ _'" c';' Lij: 4;:' Ci4)'1APSE; Checkll1,,_" [:~_'p',-."C::l.,'. 1" -'v _ ~ ;4~...2c42879 $3,[11]0,00 L fl hft1 ((pHl~-Hr ') 1101 )OJ1' /iff.r /~~ A~:J/ f 0 JI I ~ 0. y'Vl-t' S 73 rOvJt1" t4 l{ (p S - 2S f::-l ~- ~~ ~ FUNCTION ACPR CIS ACCT PFL OP", 96/03/04 10.45.10 ACTION SUCCESSFUL ACTION: INQ (INQ NXT NXTCUS NXTFMK ACDT ACDE) COlD 288 PRODUCT DDA ACCOUNT 1_943_1224_2879 EMPLOYEE N SENSITIVITY 0 BALANCE 0.00 STATUS 01 SUB-PRDCT BC SSN/TID: 521509086 CD 0 LINE 1 T JOHN L SILVER CNTRY OFF1- GRN02 OFF2- 99999 T ESCROW ACCOUNT BRANCH------------- 257 A 3018 TENNYSON aT COST CENTER------ 5773 C DENVER CO 80212-3042 OPEN DATE-------- 960304 CLOSE DATE------- LAST MAINT. DATE- 960304 FUNDS SOURCE----- ACTN: SEQ- 0001 CUPR,CUKA,HIER R E L ATE D C U S TOM E R S NEXT: 1 BRN- CUSTOMER------------------------------- TIE- REL----- APSP OWNER , 907 JOHN L SILVER 1 INDIVIDU NNNN 100.0000 RELATED ACCOUN SEQ- COID- PRO ACCoUNT---------------- 0001 288 ATM 5663 5706 0062 4638 T S NEXT: 1 REL----- APSP OWNER , DESIGNAT NNNN 100.0000 REM ARK S NEXT: 1 0001 PLACED 960304 EXP. DATE 9999999 ESCROW ACCT AUTH BY ASE pRAJIN PLACED EXP. DATE 6.71T BN20 3270 PassThru MARCH 04, 1996 D .~l!l., ."~',,,, "'''''''''''''''' ..,.,.,."...""",,,,,,,,,,,,.,.!1. ~""",.",,,,,.,I.f;~(~""'7,,",,,,,.,.,,,,,,,,~,....,,,,,,,,,,,,".,,,.,.QlIJW.~........y~"".,.""JiJl!!J~",."".., ..""""''',.",,'' ,)...!I!~ DEPARTl\IENT OF PLANNING AND DEVELOPMENT Building Permit Number: 95-1434 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :7/18/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4995 HARLAN ST Contractor License No. : 18391 Company: John L.Silver Phone: 297-3114 Phone: 2973114 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the "",ad< distances proposed by this permtt application sre accurate, and do not viol'" ~ble onIina_, rules or regulations of the City of Wheat Ridge or covenants, easements, or reslriclionsof _: that aU measu_ shown, and aIlegstions made are """"rate; that I have read and ~ to abide by aU condllions printad on this a""'lcalIon, and that t assume fun reapon$ibillty for co~llance with the Wheat Ridge Building COde (U.B.C.) and aN other applicable Wheat Ridge ord.nances, for worK under this . (OWNER)(CONTRACTOR) SIGNE~4~~ ~ If~ DATE Description: SINGLE FAMILY RESIDENCE BUILDING DEPARTMENT USE ONLY Construction Value: Permit Fee : Plan Review Fee : UseTax: $186,000.00 $940.50 $0.00 $2,790.00 $3,730.50 Total: Approval: Occupancy : WaUs: Roof: Stories: Residential Units : 1 Electricel License No : 18494 Company :NIETO'S ELECTRIC CO ExpiratiQn te : Approval . Plumbing License No : !?.5lP5' Company: -::r "Ql\'J' '"?/ (, S. Expiration D~ ~ Approval: 7? . Mechanical License No : Company: Expiration Date : Approval: . (1) 111i8 Jl8l'1l1Il_ _In _ WIth the provi8Ions set fOIth In yapur oppIlca1lon and i8 sublect to the _ 01 the Sfat8 or ~ and 10 the Zoning ~uIalioni and BuiIdIrv Code or _t RIda8, Colorado or 8f'f other _bIe ordinances or the Clti. (2) ThIS peltnIlshOU e>qllre W(!\)the wort< authoriZed i8 not commsncsd Wlth1,; sixty (80) days from Issue dals or (8) the buIIdIrv aulhorIzed i8 suapended or ebaridoMd lot a::i::~' (3) 1I1l11i peltnIl~, a.... may. be acquil1ld for alee or one4laillhe amount normally requll1ld, PfOYIded no changes have been or will be made In the orlgtn8i p;.,.. and and any _slon or abendonment has not excseded 006 (1) year. W changes are made or W __ or abendonmenl _one (I) y_, fuiI_ _be Paid Iota new_ (45l No wort< or any.mannsr _ be done tI\aI will change lhe natural now ofwater cauaing a drainage problem. ( eon_ _ noIlIy the 1IulIdIl1ll1_ \wel1ty-four (24) hours In advance for all Inspecllons snd shOU recsive written _I 00 tnapectlon card befora (e) '1l:~" :~i:J:~ J:rOwinga and specIftcations sholl not be cons1rued to be a pennit for. nor an approval or. 8f'f vioIsiIon 01 the provisions of the buBdlng<:od8a.or Iny.other ordinance, law, nJ\e or regulation. Chief Building Inspector For Mayor THIS PERMlTVALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION D&B DRILLING, INC. ENGINEERING CONTRACTORS (t) ADSC AN INTERNATIONAL ASSOCIATION OF FOUNO"TION DRILLING CONTRACTORS 5135 Ward Road. Wheat Ridge, Colorado 80033. Office (303) 423-6834/ Fax (303) 423-9155 September 12, 1995 Lyle's Construction P.O. Box 70 Lafayette, CO 80026 As requested on August 21 through August 24, 1995, we installed 32 A.B. Chance helical steel piers for the new foundation located at 4995 Harlan SI. The piers were installed in general conformance with manufactures recommendations to carry the loads shown on the plan. If you have any questions, please call. ~ z/ Robert E. Heck ndom, P.E. Sales Engineer O . ~ ;;, ..0". 9.~ L "'.5 ,t',.o" g ~ ~. /1 / <'I"~" ~ ~ ~... ...:.f;;_~,~';:" .;l ~ <"s .....o,,'liI_ ,\.;.~ ~ ~J'II. 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CI co .... co co co co cc co co '" co co co co co co co , 0 II p: iii ~I ... ..,. 0 0 0 .... '" ~, c- eo co ll..' '* .... '" ,") .,. \C ~ .... '" M cO .... ..... - .... .... .... ..... . n -- 1Ill.,J~.l1iJUQ"!ij\>.J.fIlt.J~.~!l.~fI!Jtl!,,~.I!e ....,_,lJ~..;~'.!IIIi'.~t..~'\~I!!i.~~!IiI~...~~I~~,,J,!il~rlQ.il!IIr~~h~"".~!,~J!li. ~.~~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Penn it Number: 95-1434 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7/18/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4995 HARLAN ST Phone: 297-3114 Contractor License No. : 18391 Company: John L.Silver Phone: 2973114 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee : Plan Review Fee : Use Tax : $186,000.00 $940.50 $0.00 $2,790.00 $3,730.50 I hereby certify thet the _ dl8tances propoeed by this pennll appllcetion are accurate, and do. not viol8le app1lceb1e 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 ab:b all conditions printed on this application, and that I assume full res~lbll for anee wllh the Wheat Ridge Building COde (U.B.C.) and all other appllceble F"lP" ord nceo. ~ work under this peril. p __ (OWNERXCONTRACTOR) SIGNED ~ ~ 'iiL..--oATE 'Z{;J,; t:I5 Description : Total: BUILDING DEPARTMENT USE ONLY Approval: Occupancy : Walls: Roof: Stories: Residential Units : 1 Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval: . Expiration Date: Approval: . Expiration Date : Approval: . (1) ThIa permIt_ /slued i!l__!he ~ set rcrth In yopur s~ and Is sub]ecl lD tho '- Of !he Stole Of Colorado snd lDtho Zoning Regulation. and IluiIdInaCodO of Wheat RldgI, C_ or 8lY'f other a_ ordinances of tho C~. (2) 1l1I. permit shall expire R (A) !he work a_Is not commenced _Hi sIxIy (80) day. from /sou. date or (6) tho building aulhorized Is .uopenlled or abendonedroraper1od5aof120 .. (3) Wttlls permit expIrea, . new may be acquired lor alee of ona-haIf the amount normelly required. _ no chengeo have been or will be __In !he original plans and... . and any IUIDimsion or abandonment h.s not exceeded one (1) year. 1f changes are made or If suspension or abandonment _one (1)_. fuII__bepald..... _pennll (45) No woI1< of alll' manner _ be dcne tl1at wlII changa!he neturel_ Ofwotar cauolng . dnlInego~. () Con_ _ notify !he IIulldlng _ twenty-tour (24) hours In advance lor an rnspecllons and shall receive _ approval on Inopocllon canl beIor1l (e) ~:e..~:=:=-::.~.r'~. and opecItk:atlonl aha" not be construed lD ~ rror. nor an appIOYOi of. alll' _ of the pIQVi.lon. ofthebul1dl codeO or8lY'fotl1er . law. rule or regulation. ) S ( ~ ~ Clef Iding Inspector . For Mayor T IS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION . ., IJJ2~ZJ) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: / '-13 '/ Date: . tt',v 1.... $f/...v~/1 Property Owner: .J <P ' L Property Address : t,/9'1$"" It'/t-/LL.~ So r-'"- Contractor License No. : ...J- /r',u ~..<;!;; I L.. v F ~e. Company : ~11.IEA...... Phone: ~;;1,"i'7-3//'f/ 3,/,./ Phone: 2.. 9 '1 -. / '7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value::O, 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 aU measurements shown. and allegations made are accurate; that I have read and agree to abide by aU conditions printed on this application, and that I assume full rasponSI ilily for compliance With the Wheat Ridge Building Code (U.B.C.) and aM other applicable atZi e ordinances, for work under this perml~'t. . I ~ V / (OWNER)(CONTRACTOR) SIGNED , . '-./J ~- OATE ~f~"'. 9's'- Permit Fee: '1 '-10 ",-0 ~J Use Tax: C::dV S Total: Description: 5 ~ BUILDING DEPARTMENT USE ONLY "lM-- lZ--~ Approval: Approval: Occupancy: Walls: Roof: Stories : Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: '."'iymd "1i!.lliri""Ill'-NiItIlI!IIII . \Mw'~""w~ Expiration Date: Approval : ;iJ 1[111"5.__" j Expiration Date: Approval : . I]-nrcc" - This permit was .issued in accordance with the provisions set forttl in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rid!Je. Colorado or any other applicable ordinances of,the City. This permit shaM expire if (A) the work authonzed IS not commenced Within sixty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a penod of 1 ~O days. If thIs permit e.xpres. 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 onglnal plans and specifications and any suspenSion or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that Will change the natural flow of water causinid a drainage problem. Contractor shan notify the BUlldmg Inspector twenty.four (24) hours In advance for all Inspections and shall recei proce iing with successive phases of the job. The - anee of a permit or the approval of drawings and specifications shall not be p'roval of. any violation of the provisions of e Uildirdes or any othe.r ord' nee. law. rule or regulation. (}/L ~.<--.. ief Building Inspector ayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTO AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (') (2) (3) (4) (S) (6) 7500 WEST 29TH AVENUE PO BOX 638 WHEAT RIDGE CO 800340li3B (3031234-5900 The City oi ~heat GRidge City Admill Fax # 234-5924 Po' Ice Dept. Fax # 235-2949 July 7, 1995 Mr. John L. Silver 3445 Gaylord Street Denver, Colorado 80211 Re: 4995 Harlan Street - Building Permit Requirements Dear Mr. Silver, This letter is to inform you that the Public Works Department has reviewed your building permit application for construction of a single family residence at the above referenced address. In keeping with related City of Wheat Ridge code requirements, the following items will need to be addressed in order to further process your building permit: 1. Please submit a legal description of the property. 2. In order to maintain the residential street section standard for Harlan Street, a 13-foot wide strip of property will need to be dedicated by you as right-of-way along the frontage of the property. Mr. Chuck Braden can assist you in the preparation of this document and can be reached at 235-2870. 3. Public improvements - curb, gutter, sidewalk and asphalt paving - will need to be installed along the frontage of the property. These improvements must be constructed in conformance with City of Wheat Ridge standards by a licensed contractor. If you have any questions, please feel free to contact me at 235-2868. er J.Y/, / ) 7 f--/~ Greg Knudson Development Review Engineer gwk cc: John Eckert, Chief Building Inspector File ('),.'. Date: Location: '" I '- 4 ! "\<" DEPARTKENT OF PLANNING , DEVELOPKENT REQUEST FOR PUBLIC WORKS REVIEW Case/Building Permit No. !<,/3V . <\1""\<) ~,,"-~"'" ST. Please review the a s~\Z.. below, and please attached materials submitted in application for approval of , and indicate your decision on those items check add any other comments which you may have under number 18. 1'. 2. 3. .....-- Boundary Closure: Not OK; refer to stipulations OK Area: Acres Square Feet Drainage: a. Drainage b. Drainage c. Drainage OK plan (and report) needed plan not needed X. - provisions have been reviewed and are Not OK; refer to stipulations found to be: 4. ___ NPDES Permit Required Y (E) 5. 6. --- Legal Description: OK _ Not OK; refer to stipulations If not okay, please explain: Public Improvements: a. Street paving needed @ N b. Curb' Gutter needed(Y) N c. Sidewalk needed fj) N d. Street Lights needed Y db e. Storm Sewer needed Y @ f. Escrow required Y @ If Escrow required, for what improvements? In what amount? 7. --- Development Agreement required If Yes, for Y ([) 8. ..:::::::::.. All necessary documents have been initiated by Public Works and are attached hereto: ~/~ 9. ...-- Is a traffic impact analysis and report required? Y C!) 10. 11. --- 12. ---- 13. 14. 15. Is a State Highway Access Permit needed? (!) Y New roadway or alley R.O.W. dedication is recommended:i~ If yes, what is recommended~~~<:c+ ""''';-t,~,y.\ r<:ov-l +~ "4"\-'~"l Q a..co~..J;""',odQ+e Go'. """1'\ v..'>,n.+\"\ ,c'",J,"(e''''''''cY~ c c.:::.> \1 -\.o..;-s+-~ee-t :O>e""<;,.-T,on' 25'( \2. I,;; ~"h:,+:-. All existing dedicated roadways and alleys meet the standards of the City: '\= If no, which do not and what is requested: All existing and proposed dedications have been reviewed and found to be: OK __Not OK; refer to numbers 11 , 12. Approv T e Public Works Department has reviewed this request and hereb gi'l s iy approval, subject to the above and/or attached stipu at' ns. // L ) /i ~" ~c =~ ("/Z1/"I) Signature Date The Public Works Department has reviewed this request and does not approve for the reasons stated: Signature Date 16. ~- stipulations attached: ~ ~ 17. ___ DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY: 'N i ~ 18. - Summary c~mments: 1'\\ 0"(,--"-',,",,0.,-; 'i'<,"A~"<''1s.1 \\CeA'\"""~ \.:=- ,~"\\,..\",,, ~ 1?,~b\.c. < \MY\'D",,"~e'Y\" (;..^ 'n"': ,.,,,<:/ +., "PeU,,^ ".:,-t '(",en... -fc r"",,1-,",,+,~ ,S'''''l'-''''''''''''''''''''' " , L,.A. ,p l'l""\rC"-WXV\.~~:' .\") be cC)-.......,y;,.I~.\ eA ~-;>..><"" (.\.\; ....-:>p~..{'$. \" 0\ --\c '\~c.,',_Y'l...r"-"'\(-e... or <X' CO tpv/ Q,. ~J&l, AI\PLAMIDlv.r~ (rOAM') ....._......"_..~_.. .."..---.....-- -----,...- ---._- '-.. JL-21-S4 16,25 FROM, TITLE SERVICES ARVAOA 10, 3034251105 PAGE 2 ) ~ . - - RECEPTION NO. 94145195 RECORDED IN COUNTY OF JEFFERSON - ..... ..... ..,-, ,- ...-.... -". -,.....-, 5.00 STATE OF COLORADO 9/02/94 7:30 REQUEST FOR RELEASE OF DEED OF TRUST AND RELEASE ?.=-.. 2.2 -'7. tr <'" JOHN L. SILVER .AND JOSE L. OCHOA ,/ /' JAMES J. HOGAN AND MARl JO HOGAN /' MARCH 16, 1994 MARCH 18, 1994 JEFFERSON Date ~~ ? GranM (Bolrower) Original Benefidal}' (Lender) Date of Deed of 'frust /,1 Recording Date of Deed of Tn.st County of R~ording "' ,,',' <.,~,,,,,,,,,.,,*,,.,,,,,.,,,~l' '';' _ it.f:~:~'F~'~'~r~:-'('~'~~ifj"~~~:~f.jt....i:.ii:\~~:~; 94051598 ./ Jl.t<<rtinn Nf'l. Ilit"' No. Re<:eplion and/or Film Nus. (If Recorded tJn,d of Trusl ji~i-N;-'''~'~--' P..e No. Book and Page of Deed of Trusl TO THB 'WOLIC TRUSillB OF /JI',.{Itp/P County (The l'ublic Trustee 10 which the above Deed of Trust conveya Ihe said propetly.) Please e~e<:ule lhls release, aa lhe Indebledne..., It.., been fulty paid and/or the lenns and condition.. of the IlVSI bave been fulty salisfied. ~. JAMES J. HOGAN AND MARl JO HOGAN ~ Cumn! Ow""r ..., lIo1der 01 tho Bvid.nOtl 01 Debt St<u..d by l.lced of Troll (\Ander) beror. m. on (~"..) b,. N.me .,.d 'nile ar A,ent or om<<:r <tr Curron.o;,~ Ind lIold; YIJLU-:P ~t1.1t ) ,,' Sla.al." MARl JdI HOGAN '''-'",,; '\ ..' .~ ....,:iI;' ...' <:\..... .0 "" : ) \",,1. r/ ;~'':>. \. ': ~,- ,-:.-:,1,_:,_;:~ < :Ji :... ~ My Hand and se~:. i: po .')~' ;;': ..... , ... ...."'~,', -l.. ,.~. .l~~",,'~ ..L~.., _' . .. ('l " r-4~........ ':.... .... . G:;""rct r.. ./ " ';" ...'\. '. ". ~. SianOlUre ~~.._ Daft Commloai<... B.pl.... NolOlj'l'Il~li. RELEASE OF DEED OF TRUST KNOW ALL MEN, that the above referenced Oranlor(s), by Deed of Tru~t. conveyed cerlain real "roperly d~~crihed In ftaid Deed of Truftt, to Ibe Puhlic Truslee of rhe Counly rererenced above. in Ihe St"tc "f Color.do 10 be held In ,,,,.tlO Secule Ihe payment lIf the indehledne..., rererred 10 therein. . NOW TIIBRBPORB. al the wrlUen reque5' or the lel/&1 holder of Ihe said Indebledlle~s. alld III cOllslderatlon of.llle prulllise~ ahd Ibe paymelll of Ule stalulory sum. recelpl of wlllclt Is hereby ~clulOwledlled. I, III the Public Troslee Inthe Couoty firsl refereoced above. do bereby remise. release and quitclaim unto Ute (lre.'lC61 owner or ow~r~ uf said rual ,,"'perty. and '",tnthe hei",. 1I\IC<:es."'lJft a",1 ....ism nf ...eh nwner. or n~r~ forever, an the righI, title a'ldllllere.t'whlcb I have under and by virtue of Ihe aforesaid Deed of TlVslln lbe real estate described therelh, to have and toJlOld lhe IIIme, wilh alllbe prlvelegea and apfIUrtenancClllhcreunlo beloOJlDl fOre1(er; ~nd .further I.do berebYfulli'A1M1 IU\ely release. 'I . ." """;,""Vi!'i'i9li '~"'~'F""'" C'" "" cancel and forever discharge sa d Deed of.Trusl.;, . ".t,,~::,",,1;~'1\!ii!P' ',,;;I[<j"4';;C"" 1%'~:',":!'F:; ,-,i; :<"l~,.,., ,..;;,;,,}.':~.:: :;~~;!'~'t~~!:__'';'!,'i\i!'"i:',t;$jl:<);)'' "';';;Wjt';~-,-_ . '~i~,';{:: stee sl.t...r Col..,"d.., Count,.1 JEFFEflSON by ,.. I IJeputy !>uhllc 'l'I'u..lee 'n.. tilrt',oin. requeld Inr r~tClllle ....11 .C:"lfOWlod,u hcro~ me (I" - SEP n 2 JII1I4 _ (dolo) by _ .. the HE~E;N ~t:I.1IIll's I'UblkTnll.eeof - JEFFEIl~ Cwnl,. 0>1""""'. 0Ife C............ F~ Wit........, MyHand And Seal ; .,, .ppllclble. lnurt tiUt nr lIeent ar nmUf Ind Q.I""" <tr Ulfflt11 OW1\et Knd h",;der. Received by_ ,. "uc.~ ...:::........._~..',- ("QT~R~ ) ,~.... PII;~\f. I~,' ".. ..r" \~C' .-." _ 2!.~~'S" RUTH HUGHES STATE OF COLORADO MY COMMISSION EXPIRES June 23, 1998 Original Note and Deed uf Trusl Returned 10: .. Jfl4, II... .... (ImQHP.3T POII)(RElMSB) OP DI!I!D or TP,UST -1llLN DI!rnQt)~n iP:ATrlDH 'J'n. NG JULY o~ 1983. SURyEYEO THE PROPERTY ING CAPPED HAL~-'NCH 8T~EL REINFORCING t EXCEPT AS NOTEO. AND ~ROM SAID SURVEY ITTEN THE LEGAL DESCRIPTION O~ THE SURVEY IS EXACT AND TRUE To THE BEST O~ MAP AND DESCRIPTION ACCURATELY RE~LECT /~I!. L SET \p IN 8.9{ '" \'1 "'0 \ \~ .t \~ ~ ~,~ ''P ~ ~ \.. ;~'i" ,. " ~ ~ 'tl) ~t'... ,.~ o \ . ~;... o SOUTH 00 05' 011 WEST :,/, N.OOOO , ORE. ET 53.95' SET IN P'N :z 0 .. " " .. , 0 J: . 00 ,r- 0 II -I=" . '" '" ;JJ C"' , " 01 .. " I\) ;JJ ~;J' 0 .,.~-:-. .. - ~ '" '" ;JJ tn ,. ... ~t < ~ ." ~ /Ol ..---:--- i;SET I PIN I'S I - s. 000 05' 30" IV I 'I 1043' TO THE SOUTH QUARTER-CORNER OF SECTION 212, 0' SET PIN ~JE-'1a.' ~ NORTH 00 05' 30" EAST Ii ~ ---7 167.18' '. g> ~ ~ -l "'0 ~ . 2- fi :10 1'1 ~ ~ it .~ "'" ., I I o NORTH 00 0'i~!.A6T 17'5.00' CENTERLINE o~ HARLAN STREET (60 ~EET WIOE ) 13. ~~'."I~ .'.- SET \ PIN'E, . ,p ~~ ......,-.. '. F\ 1 * * :t x 't: "* * ~t -r1'-+- ~~' ..t':t'*::t 'v t: ~l:'r '*:::V }( * *'1" ~ft:~'.l l~ * *:t:t:t'l ~r i' :t 'i: ::+:i D hI c,f Dc-:n\' 2(30 '::;()I,)t:.~"1 c1ntJ, r,~}Cn'jE:'r, CO *~:f***********:.**~*t*~****%t1*******{ Dr 5, \i,-' (303 ),,"'/4(~-'3!.~2~:' F(';\ 00.209 (',JO:3) }f\4 82:3~~ ,0':,>'::,- 2ij. 1 ";/'1 JOE VARS F'LUMBING \.1 (~F\ ::\ f'" L_ U 1'--'j E: I 1'1 G ~iGatloss is based on a Design Temp. DifferEl"ICC 0f 80 The BTU'S per foot of l"adiatiorl is 590 BED f:::I'"1 tt3 CEILING HEIGHT IS 1 EXPOSED OPENINCS,TOTALING >>>)))>)))))));>>>>>)))) JG 2 EXPOSED WALLS. not ncludiriS openings,TOTALING >>> 167 ~,L 0 LONG 11.50 WIDE, TOTALING>> .l U-ValllE' = .551, Double F'2Ile. Cleal" Glass U-ValuE .06. Frame Insulated CEILING TYPE IS= tJ-Value .026. UllCOllcjitioflSJ Atti FLOOR TYPE IS= lJ-Value 071. Floor. OVC1- ErlclosE .00 FEET. VOllH1e IS lo~,e: ~OO Cl.JP:.IC r:-EET q SQUt::;F~:[ _ ./ f;., ';':,QI....)(-:F'[ FECi Ff.::,:'!' "..-,;., " ".~:' ::.Ot,.J,t'lRE FEET I..~lt-~[JOW T\'~:'E IS: l.J(~L__L~ T'-(PE 1'3: ':,^)PEice (:':bo\/C' The The TI'\", Hw The Tota,l Tot (11 total tot.:::;,l CTUI'l DTUH GTUH f.:TUH for fo, for f()'j -!~hc I::.,h,:";' ti"I':=;' outside wall Gre Exposc'd Openings Drc d, Uncondit 1"iEr--",TLO:::)S :-305 716 ioned ~:~ :::' a <: 1:', r"I:;;: ce,i 1 i fi8:2 ,?7d f 1 :)()r~: :::::70 UTUi'1 infiltr t. l()n f()'j .1_ l~ '_II'; op'~ I: i rL;1'3 i I ':~ 1,320 T11E TOT(1L C,TUH r--u:-~: Tl--I:[':> F~OOj'll The total feet of radiatior '3 ~ 490 ;;;(::::'..:i,,' ,'j fe'l" t :~I i i-oorn c, B(,TH III CEILING HEIGHT IS 8.00 FEET, VOLUMe IS o EXPOSED OPENII'~C:?" TCIT!\LINC >)) > >) >) >) > > > > > > > > >" >; \ \ 1 EXPOSED WALlS~ not inclu~ing openings,TOTALI01G \\ ROOM SIZE IS 6.00 LONG 6.00 WIDE. T(lTALING WINDOW TYPE IS: U-Valu 0, No openings in tl1i I'oam WALL TYPE IS U-Value .06. FraITlc Insulated CEILING TYPE IS~ U ValuE .026 l.JnconditioTlcd Attic FLOOR TYPE IS U-Val!) ~ .071 FloOl", over En~~los?d, 288.00 CUSIC FEET 0,00 SQUARE FEET 48.00 SQUARE ~[ET 36.00 SQUARE FEE'] (\bO\/2 Uncon~itioned space r'I[{-\TLO:::';~:, Th2 Total STUH for the outside walls If ~~0 The T()ta_l BTUr'l for thE- L:x Openings: ~i'( '.1 :::T!.J!--i f,::)',- tfli':?: c(,iling:~': 7 The total GTUl-i for tIle Floors 101 The 81'U~1 i,nfiltration for th0 opcnir'lg~ 0 THE TOT(jL, PTUH r~O:::: -ri'lI;: ""'0 () ('1 1'::> 110~'J 'he total f ~~. adiatiorl ,-equil- ~~- this room O. F'ac;c ,2 DF<r:SS F~lvl CEILING b~EIGHT I~, 8.00 FEET1 VOL_lJME IS o EXPOSED OF'ENINGS,TOTALING )))))))))))})))))))))))} o EXPOSED WALLS, riot includill9 oP611ings,TOTAL,ING ))) ROOM SIZE IS ~ 00 LONe by 5.00 WIDE, TOTALING )) !"JI~'lDO~~ T"{'PC IS: U....\/aluc, 0" No openi 'fIg::;: .i )'1 t:"',i~3 room WALL_ TYPE IS. U Valu .06, rTa~)G Irlsulat0cl CEILING TYPE IS' U-Valu'~ .026. lJnconditlo11ed Attic Space Above FI_OOF: T'y'PE I~~,: l)'m'..j.-311...}i:~ "071 ~ F'l,)o\', ,)\/cr [nclo:3(,od, Unc()nditionc:.o:'.J HE(~ TL.OS~ C 320.00 CUBIC FEET 0.00 SQUARE FEET 0.00 SQUARE FEET ,~~,.0n SQUARE FEET space rhs The Toti31 BlUl-] fo'," t,}"I':: Total BTUH fel" t:l 1:,(it3_1 BTUi"i for tl'l\':: total BTUI,: fo'( the OT\)i-) irlfi~t,ratior'l 't,)~. rOTAL BTUH FOR IHIS tot 1 feet uf Y"aJi ()ut:':o:i,::::lc Hall 31" Lx Op(nlngs ::1Y (1 The Trl(-: Th,,;> ilin9~: \.~, ~'I f 1 <)()'(::s 112 iOfl ri? :-iui '(.:::,d f()I tni::; l()Orn o 1':;6 (:: , th,::: <> r.:-:,;? rl i n 9 ::,,; ,... '~o' THE The ,:.:00r1 1 U[O F:M #2 CEIL..li\lC 1'''iL'J',iiT I~, b.OO FEET, \/OL_Ut'1E IC", 1242.00 CUBIC FEET .1 E\F:-'()~~,ED OPENING:::., TOT(,;I,_INC; > > \ \ \)) > '\ >)):>) > > >) >:> >) > '; If\ SClUAF<E F~:,:ET 1 EXPO~,,~D WALL not illcluciing opcllings.TOTALING >>> 89.44 SQUARE FEET ROOM SIZE IS 11.50 LONG 13.50 WIelE, TOTALING)> 15S.25 SQIJARE rEeT WINDOW TYPE IS: U-Value - .551. Double PallO. clear Glasz WALL TYPE IS: U Valu .06, F1'am2 Irl8ulate\J CEILING TYPE IS: U-Value = .026. UllconditlollCd Attic Space Above FI__OOF:: TYPE I:':)~ U"\,-"alue 071> Flooi', 0'./(::') i~"nc.lo:3c,d~ Uncon,:::l:~tion0.:j space: )"'IE(\TLO:;~S 4:29 The Tot..::, 1 t3TUi{ fOi' thi3 ,)ut::::id(~ v.J,c;,ll.l 8.1' Iotal BTUH for the Ex Openings totell BTUH for the <'>2:i.lirLY3 t.ot.3l E:TUfi fo)" the floors i3TUH infiItc]tion foc the openin;'Jc; i TOTAL 8TU~1 FOr Tf~IS ROOM IS tot feet of ,-adiati()n i"eql!i,-~d for a'((; :-:)1.8 ThE; Tho The Th() THE The ")'f/: -.J':-',_' ,:t3r:) 1,;:;'O? thi '((ic)m '3 ,~517 .,::, ,0 E~('jTH #2 ( EILII'Ki o EXPOSED OF1ENINGS)T0TAL_Ir~G ';)) ))) . \\\\\' \~~~)\\\~ 1 E><PO:=CD Wf:iL.LS, not i nc:ll~l.(Ji TiC;i (,P n ('I:j~::, TOT("LINC ) ROOM IZE I~, 12.50 !_ONS 7.00 WIGE. rOT:~LTNG >~ t~INDOW TYPE] lJ Vol - O~ No opcYlings in tl~i~ r om ~~('il_L ;'yp[ 1~'.:. LJ~"\/alu(~ .Ot:;" i~r'J_mc Tn:::-.~ul.J.te<:;: CEILING TYPE IS. U-Valu .026, Urlconditioned ttic Spac:8 Abov }':l_OOF: Type I:~): U^"\/aluz-; ,07.i, I ;":;(::1.o::'(-:'d~ Unc~()ndition,::'.j C'.OC CUBIC FEET ::~', i.) U f-'::; F,; E r:,:' [' E T (':;.oU{4r::;L FE[T '::~ Cl U ~:1 r::: c: r.- C ['I" H[ I C:11'1T .1~; e .00 r'f~E.T, \/OL...U!"'\f I::;, 7('10.00 100.00 :37 "..~,::) '3 p.:3.c:: :...iE(-\ ~~1...0(;:: The Total 8TUH f or the The 'j otal f:3TUH for thf" T he tota 1 BTU\,J1 f Oi- the Th'::'1 total [:TU1"1 fo'( t he outside walls aloe Ex Openings ar ce i 1 i n9:;~; floor /~:30 ,,> 1 HlJ, ;>4~, [":I;J" The BTU1~ infiltl-ation fo," the openings i THE TOTAL BTUH FOR THIS ROOM IS The total feet radiation ,.cql.lired for thi _ room (': 909 t .~) ~1{lS T Ef? SDRI,.j CEILING HEIGHT IS 8.00 FEET, VOLUME IS 229G.OO CUBIC r-EET 'J EXF'O~~..[U OPE,!""IIl')C(~ ,. TOTtLTNG >))))) > >))) >:;) > ")) >))):;) <P::, 7;2 <:',()UAHE FECT 2 EXPOSED WALLS, no' including cp nings,TOTALING '\' 111 28 SQUARE FEET ROOM SIZE IS 20.50 lONG by 14 00 WIOe TOTAL_ING \) ~A~ 00 SOL1ARE FEET WINDOW TYPE IS= IJ Valu .551. Double Pane. [1 (~13sS WALL TYPE IS: U--Valu .06, Fl-DITI8 Insula ,j CEILING TYPE I lj-Valu€ .026. Unconditiolled At~ic ~~aL0 Above FLOOR Type IS: LJ-Value .071, FloG1" OV81 [Iclosed, Unconditioned space HE(~TI_.O~33 rhe Total Ol"UI-I for t.h,~:/ outslde VJ.3.11::~~ .J) The Tota.l 2:TUH fO'I" the E:<::::'()C:E'd Up,ani n'.:;1:':: '(8 The total 8T!Ji'i for the: c,::;, i 1 i f19::; The total BTUH fOl' thE floors The blUH inf,l_:,Ltl'i3.tic)ll fO'1 th<:; oPGnin::j:::; J THE TOTAL 8TU~-i FOR T!"iI5 ROOM IS The total feet of 1"}dia1_ion reqUil-ed fOl- this ,-oom c 'c. ' .-'....'.-1 " '\9 60 ,::04 ,~") /~ 1 :S ,()SO 1,j .6 ~'1{1STEF\ CL_C'=CT CEILING i':r=IGHT I':.:) :J "c)O r:E[~r) \iOLUi'1E IS o EXPOSED OPENINGS,TOT~L_ING ) \\\~))))>\ )))))) )>) () ::'::><POSED !~Ji\i_,L_ , ne, t 1. ne: 1 ue: j, n9 OPE fl i n9~:: , TU T(:;L I t'le,; "> ROOM SIZL IS 11.00 lONG ~)) .so WIelE. T0TALI~!G WINDOW l'Yf:'E IS: U Value 0, ~J() G j-llrlgs 'f1 Ll1is i'ourll . ()(...J" ' " : II'i': I n::31.) 1.'J ted 02~. iJllConditioflcd ^ tiC Spac Above "07:t f-,Lc.:>c:>, ,-:~,'jCI- En-::In::;.::::cj, l..Jncon(:1itioned SI:"dC'::" HEj";,iTI.':J33 57_.00 CLJCIC FEET 0.00 S(JlIARC FeET 0.00 ~,JIJARE .'EET ? 1 '-',0 ';~,OI,),<lr,~:;L:: F'::-=r,~T Wr:iLL TVF)L. J: (;~ : CEILING TYPE 13: U rl~OOF~ T\(PC I:::',: Lu \/31u,;::: U'. \i,:)}u Th,s Total :3TIJi: fOi tho:::: out:::::;i v-J31.l:::: -3.'(e ') The Total eTUH for the EXPGS8d Openin",_ r 0 The total BTUH for thc ecilingc [50 The total STUH f01- the floor2 200 T~le SrUH irl-filtrotion fOi- t~l oPOni'"192 ~ 0 T~-IE -rOTAL_ 8TU~~ FOR T~~I~. S:OOM IS 50 Th,s: tot,31 "Fe::.:::;'! of r.':J,diE~tion rc.,cjulyc:,j for thi 1'001'1'1 0 :S H{,l,[, l11 CEI!~,ING H[IGHT I:;, e .',)0 rECT, o L:\:F'O~:,F::'O OF)C.NIl"-~(:::;(::; ~l r;'':.,LII''~(':; o EXPOSED WALL I Ilot lncl~!dll-i~ ROO!"'! ~:~I~'~C: I:;, ,U') L..C'lr,~c:; WINDOW 1YEE IS' U-Value ')OLl.Ji"'1C:" I 12.00 U8IC FEET >>)>>>; >)) >>> >) ) '. ' . . o 00 '~QUAR[ FEET 0.00 ~Ql)ARE F:CET "-;1 ,Ii ,F;'~ FEET op,?riings,~O'rALlNG )) o LllL';';, ~ TCJ; ";: , ["j(i Cip -i. n!;1S ! l ":' ,~) in ['>/,1.9'; /\ l,JAl_L T'/f'" I ~:' ' CE I L, I NG T"(r\[ ~:LOO:;~: TYPC:: I "06, (: r ~Hn,.::' T n::::u 1 ,j ,026. U11c:onditLoned Attic Above .071, Floor. E'J r Enclosad. lJnconditiofled ImiE(:.TLO::,::' The Total BTUH fOl' the out:3ide wail 01'0 0 TI,o Total BTUH for the Exposed Op;~nil~0S aT 0 T~le total BTUH fOl" thE iling~' 21 The,:; tot I E:TUH "(/1 th6 r luor 213/[ The' 8TUI': infilti',:ltion fe,( tl''),;::'' op<:'ninq:::,; r, THE TOTi~1L 2:11')('1 r~'C)f'\ Ti,wlTS G:OOi'1 I'C)f';' Tt12 total feet of ,'adiatiori l-dQuil'e<J fOT t!1i ,-ooro 0.8 I) \/ ,~J.l .1 c . ,..-' , I,JMLv'a lue Um\lalu SP,::~C(, C,ED F<r'\ :t:l'::~ C[IL"ING l'iCler'i'r IC~ C;: "':)0 FCL<T ~ 1 !:-~<PO'~,CC:' OF'[l\!I(jC':;, TOTr:iL_I~.!C; \ \: \ ) ) > > ) ) > > ) ) ) ) ) ) ) : > )> 1':, ,96 cue I C fca:T 'c:.OUt;Pf: FCET :,()I..J(-it\E FEEl ':~:,(~I..J{~F::~;: FEE T \/()L,UI'1E IC:, 1152 (::0 " ~:J ,:". J, l~ings.TOTALING \)' I,"! 1. L.,IE , rC)T;:i!__I~',IC )) [:oubl r:'anc. \:lcof L12SS ',- ,:.un ,::::;: I n:3 u 1 :,:;' 'c ,:; ,::1 I iTIO:::::OliC1 Li. nc'c: (\t (;10.04 144.0r) 1 EXPOSED ~JALLS, Jlot in,: ROOM SIZE IS 12.00 lll~!'~ WI(JDOW lVf)E IS' U Value (,J(\LL T","'F'C': I il \',31u CEILING TYPE IS: U Value f"' L^()()f,( T'{f":':" ~::' : 1 \..! ,J J u u.:i "9 .1.:: ,02(j "0:' 1, C fl;: -, '.,pac ,_ i J Un ~,L '.' 'v' -..:. .".",..'1, :') n.j i t i (1 ne(J ---,I ;'!'-.< i'l[(',TlwO 1'h(; ToLd 1 DTUl'i for tfl',:', "~~ .( v-I.311 ,:;JJ The l'ot.:;}] bTUH fOl the [)( '":i::.(j :'~"2nin9~c: aT" The totat tlTUi-i 1',),' I,he ('ei1in;Jc3 ThE total BTUi-1 fOl' the flool The BTUH infilt,-atio0 fiJ1- the (j~ (11n98 ~ THE TOTAL BTUH FOR THIS ROOM IS The total feet of radiatioll required for this l'oom 3F:~/i 704 ~:o:' Lie 1 ; ,'; :; ,0<;1 ENTF:\( CUBIC FCET c'30Ur;F:E FEET :-:.OI,)iiF~C: '..:CC'j SCjU,::'\F<[" F'EF.T CEILING HEIGHT IS 8.00 f'EET, 'jOLUME IS ~,24_00 i:-=XF'O:~:EU O~)[r,jII'-.jC;:~;, TOT;:':;L 11\jC >; > > > > > > > > ) > > ) >; ) >) > > >: "\7" 20 E><POSCD l,.J{\LL.(~" nc.t in(lu(;in'~J openin!;)'c;;:"TOT,(;;1 I~jC Ii ,1 "8C' ROOM lZE IS ~"50 lOI~G l~_OO WIDe, TOTALING >) 78.00 WINDOW T~'rE IS: U'Valu "551 DoublG ~'al-i6. Cledl Glass WAl.L TYPE IS: 1_' Value os, 10mc Irisul tad CEILING TYPE IS. U-'ValLI0 Un(;Ollditionoc Attic SpaCE AboJC f7"LOOI:-: TYf:)C~ I \) '~).3,LU .07'L, rJ 0",,',)\' C.fl,:::_l -, J Uri.::~ondi'::,.iorled :::-:;pacc :'iE.:r',TL_i)':';:;, i'~:TUr"1 f-<.)'j :"1," the :::-'~J t:3 i c\,.; :<P(J i-::,'cJ 11 UPt, n i, 119:::''::3 'I" 1 , t'lg~:' 1(, r'\,."" 111(:; Ty.,r . II'C rot Total 13TUii ,: .~ ',.- 1\...,'1 11, " -::.ot.a.'L DTUil f(), t\"i':? ilii'l ot.:.;:;l CTUl'! 1"0'( '~i;';; flc:.o';-:::: STUll irifil,tl' tl Ii f01- the To'rAL LTUI--i rOR Tf'il~ RO()M totol fcet elf l"adi tion _ 1 T ~"I';;: "1'1.. " III';; '~:'P(: n i n;;i,;:: t :::; ._"J ,'~ 'i-HE: r h,::; ':,;uircd ~"I ti'"'i,; -)or1'1 '\ , -)() '~! /1 "'''''' Pd:S:lC :! LI\lUjC CEIL^If'~G co .:::0 FEET. \/()l~UI'''IL I:':, HEIGHT JC, T~~e Total ul'UH fOl- th~ outside wall dl'2 Tho?;: Tot.al t:::T!')l'j f,,;) 'I' :'10' [x!-;,c ,;:;d C) n.L ndS .j'I' Tll';:; l:ota1 iJTUi'i fOI- l~hi:: :li,....r-Iq::: The: tot'.:,l 8TUI'1 fOT t~~I'~; flo()'(::.:;: The CTUi-i oL,rlFilt:: t.iorl f')rr~h,::: Op2-nirl:J::,~ 1 THE TOTAL BTUH FOR T~11 POO~I I~ TIle total f2St of l-a(jia1~iorl l-equil~ed for this ;'OOITI F' A ~/\ I L "( ::-:( 1"1 CE I L" I NG liC.l CI"lT I:::. 12" 00 FTET, 1392.00 1), . 100 _O(t 174,,00 Cl (-1[(\ TI~O:~,:: .1 o/~, _,C,,'~-) 4CJ7 1,;2')7 ': ,:'.34 :3C)U;"1F\[ cue C :--:::-[ET FEET CGU(,F;E 1:',C!U(:lPE n:::Fr rC':[-f '::::pa C'\.'2' VOLUME I~; 5883"00 eUCIC rEET FEET 1 EXPOSED OPENINGSlTC;TALING ))>>>>>>))))~ I [><r\()~:.r:::~:D WP1L_L3, not i fie lu.d.i ng opcni n9~:;~," TOTi:'Jl Il'-~G ROOM SIZE IS 14.50 LONG b 12,00 WIDE, T TAl_ING \' I,..JINDOW TYF"[ T'::::.:: II \"Dlui' .':,.;51, [\()ubl;c: f l"lf;, 1 L--J?\LL '(PF I U \/alu.:; .',)1..., l ,;:triC In::::..:,l '1:;.,'; CEIL,II\ll,,.;i T\(:'.," .[':;. U (.)alue --- 02(, !,.'!n(ond.~ti n.rc: {.:,ttic :;,p;:~C(: (.;bc),.jG FLO()F,;: TY:='[_ I..J '/31 U,::' (),';i 1, r~ J ' i \,' \ [" lie 10::::::,:d" IJ n.::c) n.::] i t i 0 ned J EXPOSED OPENINGS,TOfALINt; \\\>>>>>)' '\" "\)\ 1 EXrOSED WALLS, llot- including openings~TOTALI0jG ; ROOM lze IS ~/ ,SO LONG 18,50 WIDC, TOTALING WINDOW TYPE I U"Vall1G - 1, Double Pans, C1 aT l,Jr\LL 'j'YF',:: 1::',: I.)--\L,s"tu,::; ..Oc, , (am,'> In:::.:ulDtei.: EILli'< i"PE I::,: l.)'-\ialu,,:: ,,!~),;;,::c" Unc:ondit'ion(;-d (\ttic >pa (: i'>'t)()\/( f:l(lOF' T\(F'C: L':~,: U"\)al .O;"--l. i--::-lc)or, ,"~ I il',__ ;")::-::;3(.:1, 1,.iriCO\"lditiorl,:~::d Th,:;, I h,_' T1'le The Th,:::: THE: The To i~.3 ::, Tot.:;) 1 for f (;T for t }''),'7; ')i",' t. h,e i::...;.' ,-, '_1",:; Lci(' hi,::,} C 0:,)(1"11 ri8~::: i 1 i. i-]J:::~ U':"UH l::TU:w'i d rE tot.s:L 8T\..!j I t()t.~;,l LTUi'l 1:(i{ :;;.:11.)1: in f i 1 t '( T Ci T (:;, L^ C 1 U r'i i: C: I':::: 1::.ot,31 f t j"l( f 1 ()(! 'I \), th,,:;;. \Jpenin0:,. 1 T:'11::> F:':()'Ji""j 1 a i31:. ~ r: ':~'::-(ju5.r,:.~.j fe' ( ti",:L ;') 0 III Ei~\ T I r'1C CEILING ;':EIGt"iT Ie; 'v'C)L. LInE I 0.. ()O ('EEl, 4 EXPOSED OPENINGS,TOTAlING )))>>>>>>>))))))))>))>>> 3 EXPOSED WALLS. not includirl9 op nin~Js,TO'rALING ROOM SIZE IS 11.00 LONG by 9.00 WIDE. TOTALING >. 1/JINDOl,d r''{'PE IS: U" \..'alu.c' ':;",[:-,1 Dc)ubJ.e 1"-, , Cl ,j', :~I..l l'Jr\!_L T'!"r:'[ IS: I.J \),:::;11..: or:, ;~W',^D,rn,:.:' I"i::;;~ul'3t CEILING lyrE IS: U Value "026 Ijnconciiti FLOOR Type-- I~' U V 1 .071~ lorJr '.'VGl d (\ t t ,i c: ';"r. : ,,.- 1 Tl":,:, T,'_,t31 eri,): I '}I th-:': The' Tot ,] ] ['Ti"lfl f C', t i"iC: 1'1::;):''::: ':,0 "co ~,/ '4 ~-,--, ,~.. .'1 '_0(, 1 ,~, "0 ~'IEi\ T I~, ('I C:, ~3 ",'1 ",.. 1 ,_ w .L ,()::;C 1. " C _' i) / :i.. , 9(~,:::\ 16. :3C)I.){,r~[ ':;C:tI._lf~F:E. 1::, ;~,~) t,.) (\ r::,' (~ Fe!::..:! FEE'T '=~p.s( /")2"00 CUBIC fj:1 . 60 ':,(JUf-\r.^~~::. FEET F[CT 1. 34. 'fO .O() <;, (J l.,1 (~, I:~' [' ~',QU(iF:[ ;\bo); iJ n,:] i t i 0 :'],,;:;': HE(iTI_O~:., (,/: r:, r:'E[1 i~:E,CT ::.tC: p T h<. i~ >t.:;,.l !3T~):: f ( th,:,~ cc,i 1 in:;;::: r:"le 1:u1::,:';l [:TI, ,Ii 'i fO'i' ::;:C 1'1<)(;1' Th~;' !3TU:"i inf5..1ti t.:\.')(1 'I ':,)1 1,,11',' "J~),:31iln':J,:;:: 'r~~E TOTAL 8TU~~ OR THIS ROOM IS Tt'le ti)t..,::,< f<0,St '.JI r',J,di,~.\ti,:)ri ri3qull' '1< :~,:(>:3 :27"";;' ": 't. t hi" i),Jill KITCHEN CEIEINl; :'IE I CI"lT I:';, ,,00 F[CI, 'V'Oi_,U~i\C 1'- 1 10.00 CllSle FEET C.OO SQUARE FEET 104.00 S()UARE ~ T 201.25 SQLJARf FEET o EXPOSED Or'ENINGS,T01"AlING ))))))\'" )))> ))\\"\\) 1. ['/PO~;[D l/j(:jl."L.. , riot ncludi rlq <::;p(cni ng~:; ,':OT{.~L,II'~C \ \ ROOM SIZE 1(. 17.50 LONG 11.50 WIDE, TOTA~ING 1/,.JI i'-,1DOli',j T\,'PE I':;: !! \/aluc (), l'~i) nin:;;~::: ~,n thi:::-:: roorn I,J(~L..L~ TYPE:' I:~:,: \) \.!.31u,:: _~:'':. ,~-,- ,;;:,rn;~ In::~:ul t,,::~<:': CEIL..li'~G ]"'/!:' E I:::,; U \/,:::;,,11..1(: .026, l,...Irl(Ol':().L ',: ":'(}il{;:d (;,L tj~(, c.'P;;';i(;i; it~bo\./c' r:-L..OC:[" T\'-r=-'L~ I ~ tJ~\/ :!.U<:: .,),/1 i::~':1i)(jr ~ '-Y,,';::"\' \';~nclo:~-,:c:~ Uncunditior1c:d HE,c;TLC';,:::; :3,::'>,3('.::;' r }'IC T I"i(' The TL, ," 111<" 'i'c:;t,::::tl [:'l'U!'! To 1 LTUI'i !:~ot,a 1 [~rUi: fi)1 'f:i)'i' f 'oj 1" Y',I'I t :-':<:: ()ut::-: i d Vj,j,l J '-::'11 f:.h,:', [;< c'd ^: 1 I, I.))) C n 1 nJ~'~ .::;_'1 'l<)" o 4 ~< :~~ T h.:;; ti.)t';;I L:Ti...J:'i f',:>T i"i'~ lU:'i infilt'r3t,l ',-~ TOT?"L, ;Ul,t ';:Oh Tr'll i,l,',:::.O-I' r;,'!,,;./1 rHE The r <:']' th, r::_(')ur,"] ,~; 11 i 1'1 j.,..",'. I,w\,_,' '~d I:. uf r a, t, :~ c, nr '~~u i r t"l..; _,II.' I' <)\,jiii DI(~I~iG F:r'1 CEILING HEICHT IS 0.00 FCCT. :L E~<P()S,LL! OPCN I I'~C;':::, , TOT/'lL I r',1(:: ) > ) ) ) > '; " \ [);F'lJ ~ WALLS, not ij'ic;luding opsl,lrlgs,TOTALING >> ROOM SIZE IS 14.50 LONG 1,0_00 WIDE T/:lTAl_ING > l,~INDOW T'/PE IS U-,I.,/aluc::::" '::.'~,1, Duul-.} ~~'an,:~:'., C1 ,:31 C1:::,' l->Jr,\LL T\(PE I;:;': i,J 'v',:::clu,:~; .Or' , :-i^,-:.trn,::;.' In:::,;u~.,J.tcd CeIL.ING T'lF'[ I::,; lJ '\1 luc 02(" Url((}i'I,:::itLc)11<:;d (',~...^'.:..i(' ':,pa,:;;:;: (Ibo'-j;: rlclosed, Unconditioned ~~ \/O!..Ut'1E I:::, 11;::'0.00 ,c <>-< ,l ".' . "" ',~) CUBIC FT~[T ?,()UAr:,:C I:':-~~ET ~,OU/-iF\E FEET 100<04 1 c,<C" O() '-::,OU(\F:[ ,-'~':: r f-:LO()f TYF'E: I',:;.: U "v'.3.1u.::= .C'71, rlc''-~',' n :.:.;CC-' ) ,,![;,:\ TL. 0':;;::, IrL lot,:JL E3TUH Tor ToLd] [:TI__lf'1 for 1::.01:,,;;,1 DTUi i fUl toto 1 C:TUH fo, th.:::: c:.)t=~i.d the C><F>o::::cd tl---I':: c;:;:i l,:l ne!::: the f c.c, '1- V,i';:;' 1.1 ''''1 1(';<: upc: ']"11 Il:;;S: ~;< 1 ,; '::'.,:_---, .",~ 0/1- T'l.. i l'ld JO~:J TI"i'(: The '1'2"^ TH[ BTU~"l infi1tl"atioTl fOI' t~l TOT ('iL E:TUI'l F'OF,; :::,C',:i('j I C, \'IJ. 1 1 3,b7c. The tiJtal f t 01 t. i (.i ;::ql.' II ,~ '..J hi ::::; 1--,:J':)ill lii\Ll.. tt::;; CEILING f~EIG~jT IS 8.00 FECT, 1 [/PO ,:'[:) :)F'[l'-{ I !"~:::;, ,re,: T /;L..I !".li,~, >) 1 E~<PO~[D WALLS, ll~j~ including >')OLUj'1E I ~~;1.00 CU8IC rEeT ,>', '> > ';>> >).> >) > \; i ,'~ ,'~ ::::,:]Ui':\f':.;'-.: I l:.~G SQUARE FECT (~p8niG~;8.TOTAL"INC ~-'--' ':~ - / ,:'L~()O:~;' f'(['-"C. T':'" iJ~ V lu.'~ U' \i':31u,,: 1.1 '.'.., luc U. \'!':::Jlu.:~ 4 00 ~JIDE. TOTALING .551, Double Pane, Cled1' .00 Fl-arn0 Insul t I,J .026, Unconditi "Isd AttIc ~~,oo SQUARE FEET F.: 0 0:'.1 SIZ::::~ I'::' I,.,) I ~,~ D 0 loJ T \( [,:' [}, ';.. : \'ji~LL. TYPE I CE1Llf'-1GTyr'[ Tr:. ;' "O~:) :.~Ot\jC ;.dS::::': ~,;p,.:tC ~ (~:bi', ,071, i~^:' <)')1 E) ::::: 1 < ':;,,:;-c!, U nco n, i" t j, e, (-I'::: d p,CU::.:::- f-IE{:~ TL Thc' Th,;' Tf-,;- Th,. Tlit:" rotD_L Total 1:01>,,1 t otD_l Err Ui: T:J"i ;:\I~ rU:'j f()( th ()ut::,id f: () 'j t I", ::: >< f'JO:~ c; V,I-'lll .3 ( 'Ti.J:"i ~:::~'l" Ui": I_:p II i n:):~ -!-'\-" ',~ " c :;"1in:;J:':: UT1J:': fCi'( th( fli)c,(~:~ Lio'j'j '("(::or t,t'I': .1" l'f:J~, : U:.Ji"1 __, -78 ~nr.Llt I'; ll::;:;,~,: L :;" 1 , '~,.-:; Th,:::. 1',,") \j, i .~} t, n r ::;':::11"" i ';- c. t:",\ 'l-c,ori'1 , E',:~)7 ~1 . /f TilE TUH 'JIIL. TY 'n[IL.Ir~G i':[IC;f~IT I ::': "GO f"[:-ET) 1 EXr:'[]SED Or'[NING~"T01-ALING > 1 EXPOSED WALL , I'lot Includil19 ROOM SIZE IS 11.00 LONG ItJlr'~DOl,J T'Y'PE I~,: U"\/alue WALL TYPE IS: U-Value C:EILING lyriC IS: lj-;;alu€ F"L_OOF< TYPE I (I \,!alu \'!Ol~,UI"'1E 1:-;, 7')2' "C'O CIJC:,IC fE[T openillgs"TOTALI;~G > "00 \-"J1DE '. rC).i'f;,jL.ING >; .551, D<.'ubl F'.Jn€, C1. ;';('1' C;la r El. iTH-,' In::::; u 1 t>:::, J .02S. JnconJitioned Attic spa Above .,071 Floor 0 Encl(~3ed. Url~~,n(~~tio }-:E(.\TL.Ci );; 79 . (}~ IJUr\'F~[ ::)QU(~F;E '~,(JU~lF\(= F F-:=[ '. \ '\ "/ ,E ))) >> ;ci) >>>>) " '?6 r~'E[T " ~) C' r i-I <:'.:::;: ::;.,; ),~ 8TU:-,: 1:::".,_ I"_i[ th,:: t.he t.l"-I',: ~)LJ1 Silj2 walls 31"e xposed Open l1g8 s\"e ilin;J':: :;7'" rh Thc: Th<,: Tot,:J.l CTU:', ..,~ ,~" , v, TCital C::TU~1 fc,y -,-"".,,'- c.' '"j .". ;20iJ 1"l,,,., 1,1''-,;, te,ta 1 8TUH CTUI'i fO-1 he f} in f ,J. 1 t '( ,;:', t i -:) ,--~f STU:I r:OF~ T:i] ":'Ci'l' :':7-7 Tl"IC TfjC " 1.,-1; op~.::n},n TCIT:\t. h JUI"'j I ). ~"I(:' t' ni' .1,",\ '~U:i r ~. , : 'I i ,')C,I;: TOF;{~C;[ [TLTI--~Cl }jClCiH"; 1'," ('\,'\ --'[[l < \/CL Ur1C 1<' C,,'.,} _O() :'::tJHTC F'EET (;1 C ,"'f""{)::~[C' ::Jf'[I~Ir'~C.;'~'" T(';T(';l" 11"1(;, >::::::.> '; ';" \ '. \ -~' :: ) :: >' :: > > '; > > (\ 00 :~,Ol,)(\pc:.: "iPO~,[D L\J{~i,L.<~'J n,1 .lllclucJin:;i or;'~.":n^,n::J:; ,TOT(.jLli'~C, "~:: 1 ,O() _':~~\..I(\I'.:;~E f-~:OO('i ~,1 ze: I:: 1) ,',~() LClf',lC :J '1 :.,(,~.' Ii'; I 1)1" T ::JT (.j:",U',:; . O() ':)UU,<";F:::-:::: WINDOW T\'r)E U Value (:. No nl1-~~~ 'f1 t~1j ,~m (",J /\ L~ 1.,_ T \t F-':::: 1':-::,' ! ! ^ '.,,' ;,::; 1 Li '" (1 c:' , ,:l al ';: 1.1 1 t ,:? "~: Cr'::ILING 'r'(l'L IS' 'i ,\.la11,1(:) "():-':C,, Ij-:-i,_:c,nditi';;ij';,,:'u ttic ':=;f:,~i(_ ""i [) (,"./,';' f~-~I~OOf\ T'{PE I:?}: I..) ",,'V' 1 u .07 J. '.f 00; [nc :0 ,,?d '. 1,..1 fie.:) nd i t i 1",,'_, FefT i'''O: ,. , , r '::;;i::":;: .:: i'iEI6;TI_..O(~" Tf'''I(; T()t-,::"l G.-TUi,,! fOi- th,:,,; out::;:,:id.:0 \.',,1.;:'-[ 1.1.:_, Th(.: T.;:)t:.al DTUi'i fe'I' thi. [xp<:;::,:<:d Op.:::nin:;;::.::: dl TI'Ie: tOt.3.l CTUII f,:)( t,h,:~'; lirl~J::::: The total DTI.)r'l : '",,'I tr'lc f.l.oo'I"::: The BTUr-! infiltl-&tion f()1' th 0r)~ning' t !-~~E TOTAL. 2TU~i FOR Tf-II F;QOM IS r h-::: tot ,31 f uf ti ") \li 1"..1 , c~i 'I '\") , ~ )" '^~ >;',C) i'Onili !::k'(:+ 'r-**'t:i -""1".:) Y:'!::j;::i;<;f;,:;::':I,: I't:] '! VOLUME IS )))')" EXPOSED OFENINGS,']'OTAL_ING ,'" , ':;;" :,j ',_,,< ',,' ','. :;Ji a cJ.:::, 1"1 ( TOTAL SQUARE FECT, of walls Floor:' AN[\ CEILING SIZ[ I~, ":' ~ ," , 1 j ('j" "',J,'" '--'f'" '-, , /) >, i *1 ~f VI f:f'!A':-f'~ '1:* *-I'!' *~j ,; : '1-,1 'j: V 1 i-!:-j l...'. r:~,-r,~ -, 1 ,"." J )" ) \ \ \) , " i " i 1']<:; 1 U(! i \'1:;;; iji':)i~: 11 L TI::,):~;. bt 1 (";.I,'! 'J r edc Th. Totul ul"UI--l fur' th w311 al)ov~' 31- l' hE: Tot ,:.-J 1 E:TUi-1 f'"lt 1 1"1 ~.Jdl1::: b;c:::c:10VJ 0'1' ::,dc :::'-'1' TniJ lot3~. CrUl: i- '[i~I'~' 1",1:':'81 F:1UH 1:_'1 t )"'1 t: :') i:J '::':'" n i rl 1: he C i;:: i 1 in,;;:!:;:: ~'i r c: '1 he ti)t.::) ~ "U: 'r h.. ;':j .,,'-' I XC...)',,'I , - T I.. ~ I I", CqiJH .~rifl.lt q 1 1"1 i:':':'-I i U i L ~ , : , 1 ,'--I , , , T L 0 t a 1 'f of _I t: j , , 1\- T ; ':':;c'q' ~ ::,;,!'Vi:':Vi":' t::r-t:-i ~ :l,~ :::-1-:-\:1 ,j'Y:l:l:,l{ t :"'1':': H i ndol,'-J~::: "^-:":'. '; I:) !-,I I"~ ":~UJ., ,-::! ~ ~.. -:~,~ ':-'~' +' ,I: I: ;1' 1;:) ( :1 'f \ ~ -l~ end ()f (cr>c' ,,\ '. .".-, o,~'\ Ci,.J:~::IC '::,n'_I(\,p:r 1(:::j.1, 0"00 '11 ::.. ~J I,) i"; r,~;' SCJU(;F;[ ,OUF~r:;:C 1"'1[( TI"_O ~ <," Le. '::"' ,(.>..7(> :~:::~ ,4- ~;:f: f7C'::~T FE.[T ,,:" '":~;-. ',- I (~l' ':~ ,71 J. ;<:~ " -, i:j;'j"l:j-::i ~:'l J.:t:A<-t*;L\:,l:l: J,!.j )';i-t-{:I