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Home My WebLink About4301 Newcombe Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:��- Permit Number:1 ❑ No one available for inspection_ Time C,,1`�( AM Re -Inspection required: YeE 0 When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. usrnspection Date: i'�%'.- -/"11 4 ;� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building. Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (-/-0-) .,T w �I � , Job Address: Permit Number: ❑ No one available for inspection: Time ,7;��-', A/PM Re -Inspection required: Yes }'�N0 When corrections have been made, schedule for re -inspection online at: h ttpYAvww. ci. wheatridge. co. usdnspection Date:_ /.% r r" 1''f Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _- Job Address: Permit Number:!, ❑ No one available for inspection: Timel' ; � I;jPM Re -Inspection required: Yes;/' No When corrections have been made, schedule for re -inspection online at: h ttpYAvww. ci. wheatridge. co. us4nspectil6ii) Date: • C Inspecto` r, i DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _- Job Address: Permit Number:!, ❑ No one available for inspection: Timel' ; � I;jPM Re -Inspection required: Yes;/' No When corrections have been made, schedule for re -inspection online at: h ttpYAvww. ci. wheatridge. co. us4nspectil6ii) Date: • C Inspecto` r, i DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 4 a,,o Job Address: t1=: P Permit Number: ❑ 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: r r + Inspector:I DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /-:-) e J--" 1 rS -:C'N-6_ Job Address: 4 -3O/ Permit Number: 7,Z: 1 ? < -� No one available for inspection: Time �'wA9PM Re -Inspection required: Yes Nom When corrections have been made, schedule for re -inspection online at: http✓/www.ci, wheatridge.co. us4nspection Date:—,/;._ T Inspector: -- DO NOT REMOVE THIS NOTICE City of Wheat Ridge Homeowner Accessory Structure PERMIT - 201802780 PERMIT NO: 201802780 ISSUED: 12/03/2018 JOB ADDRESS: 4301 Newcombe St EXPIRES: 12/20/2019 JOB DESCRIPTION: Demolition of existing 1,253 sq ft shed and removal of office trailer; building new 38 ft x 72 ft garage/barn placed in original location; total new sq footage is 2,736 sq ft; building to be used as a garage and horse barn; existing site to be elevated for floodplain requirement *** CONTACTS *** OWNER (720)318-3346 BULIK JOHN J & ROBERTA S STEWA *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 122,573.00 FEES Total Valuation 0.00 Plan Review Fee 832.26 Use Tax 2,574.03 Permit Fee 1,280.40 Engin. Review Fee 100.00 Extend Expired Permi 120.00 ** TOTAL ** 4,906.69 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/contractor required to determine property lines. Structure cannot be used as an additional dwelling unit. A le City of Wheat Ridge Homeowner Accessory Structure PERMIT - 201802780 PERMIT NO: 201802780 ISSUED: 12/03/2018 JOB ADDRESS: 4301 Newcombe St EXPIRES: 12/20/2019 JOB DESCRIPTION: Demolition of existing 1,253 sq ft shed and removal of office trailer; building new 38 ft x 72 ft garage/barn placed in original location; total new sq footage is 2,736 sq ft; building to be used as a garage and horse barn; existing site to be elevated for floodplain requirement 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. fld permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be Darfornied,athat Awork tolbe performed is disclosed in this docurgepfand/or its' accompanying approved plans and specifications. wl AgAture of OWNER or CONTRACTOR (Circle one) i Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The i ance or granti of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app ca e 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. of( City of �W heat e Per MUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29°i Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(a),ci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: Permit # ;ACI g��' _ Property Address:_,3(--�I Phone # 720 -318_ 33YL Address: •Jy1)rl �l k(�� ACX, 64" Reason for extension 11117ess s cls°% w S, 4Je a nP 1YIl� n F _%y!?lc ct o / i �,/ So, e, ;r eAdel , Number of days requested: A Printed Name:A0-btM9 &-e-v;r lh Signature: For office use only 7 This request has been- )pro ed I Denied Extended until: Approved by: (�`_ -- itis ss.ri.s%lu•aIriIILrxwll' i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: > al ? -, , -57D Job Address: Permit Number: , ❑ No one available for inspection: Time( AM/PM Re -Inspection required: Yesl_N ^ When corrections have been m4e,.schddule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection i Date: f , ` Iii Inspector: _ _---___� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: L_1 c...�,h S Permit Number: Z_-) '3 D (U r ( ; 4. ❑ No one available for inspection: Time U AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date:—"*, ' • )« • 1 ct Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �1 \...® c ��r� h C_ Permit Number: 1 ', ® d. _2 S d ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes INo When corrections have been made, schedule for re -inspection online at: http.11www.ci. wheatridge.co.uslinspection Date:—! ` -! , i ``l Inspector: DO NOT REMOVE THIS NOTICE i MY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F, --- Job Address: ice,. Permit Number: , ❑ No one available for inspection: TimeteDC`�.Q4M/ M Re -Inspection required: Yes - *When corrections have been h ttp✓/www. ci. wheatridge. co. u Date for re -inspection online at: CITY OF WHEAT RIDGE Building ln�sp ection Division (303) 235-2855 Office INSPECTION NOTICE 'f Inspection Type: 26) Job Address: 1,f, -j PermitNumber: LJ No one available for inspection: Time Re -inspection required: Yes When corrections have been made, schedule for re -inspection online at: httpYAvvww. ci. wheatridge. co. uslinspection Date: 1,,9. - )? Inspector: j', DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ° (� ❑ No one available for inspection: Ti Re -Inspection require �E�4) No T_ ,_1 When corrections have been made, schedule httpYlwww.ci. wheatridge.co. usrinspectidn Date:., '� , t�Q re -inspection online at: A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: _32--7, 3�> --? 2jo ❑ No one available for inspection: Time 1 Re -Inspection required: Yes l�No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: /0- - r�f inspector ®O NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 3 6 Vt q k F (PG Job Address: Y S 0 iP w o f 1,7e i 1. Permit Number: dot S0)? YO ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. cL wheatridge.co. uslinspection Date: , ` InsNect• r: I DO NOT REMOVE THIS NOTICE ® ! s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 7� Permit Number:,, f IJNo one available for inspection: Time i Z AM/PM Re -Inspection required: Yes %Np.,/ When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge. co. uslinspection Date: Inspector4� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: My'C) 17 Job Address: Permit Number: E C17) LJ No one available for inspection: Tim� Je v�--AM%P_,M Re -Inspection required: Yes `�No When corrections have been made, schedule for re -inspection online at: hUp✓/www. ci, wheatridge, co. uwrinspection Date,,. 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: F ;:;�/s. Job Address:c�/ Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Ye �_(N When corrections have been made, call for re -inspection at 303-234-5933 Date:_ Z • / 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: JobAddress: ❑ No one available for inspection;.. imeI I Q �,/ ��OM t� Re-Inspection required: Ye</ o When corrections have been made, call for re -inspection at 303 -234 - Date: 55.� 31 Iq Inspector: 1-v' 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 INSPECT ON N �TICF� 3 o *a - W0,11 Inspection Type: _363- "ot-o c� S 1 a s Job Address: t-/3 01 We u/com S4" Permit Number: a D /q.0 7 -7 SS O ❑ No one available for inspection: Time IDAM PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: `l /67 Inspector: DO NOT REMOVE THIS NOTICE i QITY OF�WH®A RIDGE �235-2855 Butl[dHig Inspftiiot Division (303) 234 -5933 -,Inspection line (303) Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 2ri Z9 ❑ No one available for inspection: Time &'7,' Alin P1VI Re -Inspection required: Yesc No When corrections have been made, call for re -inspection at 303-234-5933 Date: "�' '� �� ` (/'' 'Inspector: %_) —e a_ DO NOT REMOVE THIS NOTICE _re wa�-Pr SUS 4 w _ ❑ No one available for inspection: Time l f = / Li M Re -Inspection required: (9)No When corrections have been made, call for re -inspection at 303-234-5933 Date: _,9 V, J Inspector: 1 .61 DO NOT REMOVE THIS NOTICE 01- J i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Off • (30 ?37-892 Fa a0s ►��V►rTcij, Ili �- -a 0y - P)un, I ,nUnc)_ INSPECTION .1z NOT 2 03- Sewe; ,, 3 Inspection Type: l / a a ;R - se uv a a— t) n r✓.�- Job Address: LT 3 0 1 N e u✓c o wI 57- s3 Permit Number: a ©J g 0 9 7S D _re wa�-Pr SUS 4 w _ ❑ No one available for inspection: Time l f = / Li M Re -Inspection required: (9)No When corrections have been made, call for re -inspection at 303-234-5933 Date: _,9 V, J Inspector: 1 .61 DO NOT REMOVE THIS NOTICE 01- 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: ❑ No one available for inspection: Time AM/PM Re -Inspection required: ;Yes 5 No When corrections have been made, call for re -inspection at 303-234-5933 Date: i' ' Inspector: DO NOT REMOVE THIS NOTICE IS 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 o v c - e Job Address: ,. Permit Number: '-r) y ! r) 2 "7 .F n r✓ ❑ No one available for inspection: Time ( G! :�_ i `c 6920 M Re -Inspection required: es> No When corrections have been made, call for re -inspection at 303-234-5933 Date: _ -9 / //13 Inspector: -7-1) DO NOT REMOVE THIS NOTICE of i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE, O f s Inspection Type: Job Address: Permit Number: s )U ( s., —) ,--) ❑ 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:— Inspector: 4 DO NOT REMOVE THIS NOTICE `� ®s CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office �• (3,0.3) 237-8929 Fpx 1121V C5 Y� Inspection Type: OZC- T &q 1A--' Job Address: % Permit Number: J-7 / a nw ❑ No one available for inspection: Time % _ &PM Re -Inspection required:(Y� s No When corrections have been made, call for re -inspection at 303-234-5933 Date: A4//.� Inspector: I 1 DO NOT REMOVE THIS NOTICE City of Wheat Ridge Homeowner Accessory Structure PERMIT - 201802780 PERMIT NO: 201802780 ISSUED: 12/03/2018 JOB ADDRESS: 4301 Newcombe St EXPIRES: 12/03/2019 JOB DESCRIPTION: Demolition of existing 1,253 sq ft shed and removal of office trailer; building new 38 ft x 72 ft garage/barn placed in original location; total new sq footage is 2,736 sq ft; building to be used as a garage and horse barn; existing site to be elevated for floodplain requirement *** CONTACTS *** OWNER (720)318-3346 BULIK JOHN J & ROBERTA S STEWA *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 122,573.00 FEES Total Valuation 0.00 Plan Review Fee 832.26 Use Tax 2,574.03 Permit Fee 1,280.40 Engin. Review Fee 100.00 ** TOTAL ** 4,786.69 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/contractor required to determine property lines. Structure cannot be used as an additional dwelling unit. City of Wheat Ridge Homeowner Accessory Structure PERMIT - 201.802780 PERMIT NO: 201802780 ISSUED: 12/03/2018 JOB ADDRESS: 4301 Newcombe St EXPIRES: 12/03/2019 JOB DESCRIPTION: Demolition of existing 1,253 sq ft shed and removal of office trailer; building new 38 ft x 72 ft garage/barn placed in original location; total new sq footage is 2,736 sq ft; building to be used as a garage and horse barn; existing site to be elevated for floodplain requirement 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 pert.ormad,lind that all % 6rk to be formed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature ofChidVWWifficixl"""'—'� Date REQUESTS MUST BE MADE 8 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of ,ORWheatR,,�ge com MUNiTY DEVELOPMENT Building & Inspection Services Division �{- 7500 W. 291 Ave., Wheat Ridge, CO 80033 �j" Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsCa)_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Ito/ l 1l Plan/Permit # W Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: '�J Itle to lb Lo_ S`(p-.ee-J- G��la�1 W d�6 e_1 C. SCO -3 3 Property Owner (please print): Lht7 Phone: 720-319-93`16 Property Owner Email: ��' `< < 4g 4 t GCS Tenant (Commercial Projects Only) lym Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer:6— Arch itectlEngineer E-mail: (" n r'r c: K e, Phone:_ Contractor: Ojol1 e f City of Wheat Ridge License #: /U/°/� Phone:{/} Contractor E-mail Address: A,/A For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: CONTACT EMAIL(please print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL ,RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Pf� .S, { Sn�ckr " LLt;L�a �%� - 2 5 C t C; E' c C, � � Vl �} 1 � `� l !.'Yl (%`� �/>� 1 s`) v1 Ct- � 2 5 ,7' S f� � r uzl 1 �', I n 5c: t,'),1 t b r pl rJ b 9 a 3 3' x 42 g a�� `�L3�� n (� i ci cL S o��c. n�I S lied. 'Tr)e 4� 0-1 ix e 5 e o v`v� I Cc r- � r�r � -`s . e. fl�wl:liLl�tr� IS 2 43L--05 t- (Y1rtA� c,tt.ae 'n E? �Xl`��1n� Siii Iti111 ire. ett2v,-,4e� Wr e'(VVCi�t�� 7n e- loI-iId '1, �f t� hGLS'. co...pJp1e tC lc f_ 2X44 Lw -06 u3 � �(� j to h � t 5 In t', -rt_°: -y,C {c-ctvin i rl q W' l l rl e `{- nL SS J o SK"A Commercial Projects Only: Occupancy Type: Construction Type: Sq. FULF Amps BTUs Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) y OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: OWNER) (CONTRACTOR) , or (AL THORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name):kiA� C_��+5(eCar s aid Lel �i7 DATE: lolake Printed Name: /t r� �� r iv -1S it E? 5K 6"a'&J-Sin ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: � PUBLIC WORKS COMMENTS: Reviewer DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: 319 �4�JS8.u0,=�g,r7 Building Division Valuation: o City of r Wh6atp_idge COMMUNITY DEVELOPMENT Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s) Project Property if -30/ Me LiJCe/Yl'1 i ('_-, (�5 R6, Notarized signature of Applicant State of Colorado } County of JC'lgvsj n } ss The foregoing instrument was acknowledged by me this 1-7 day of 01-6e r , 20 V5 by q'W �' /0--_ -1' My Commission Expires LJ_2_.�120 20 Nita y Publi` am LZINA V BLIC ORADO 24064447 OCTOBER 24, 2020 Rev. 09/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: 3 (P_.daJC..QW't Zoning: 14- j Lot Size: Q.c, yr '�'> sq. ft. Lot Width: Va +- ► e 5 ft. Property in the flood plain? t t- S If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: V Q Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: �5 Existing Improvements (footprints): House: I 6f sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. % -11 , � (p to sq. ft. Proposed Improvements (footprints): House/addition: sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Total Existing 4 S $ sq. ft Proposed+Existing 0 sq. ft Lot Coverage 'f % Lot Coverage L. 3 Flo % Required Setbacks: FR 3 d' S (5 S l 5 R 51 Provided Setbacks: FR 190 ' S t (e ' S r Z°{ ' R I 0o ` For additions or new construction, is the structure within 2 feet of minimum setbacks? J.% If yes, add surveying condition FND. Maximum Height: 3 5 ft. Maximum Size: yl �/ cc sq. ft. Proposed Height: '3 1 Ga � � ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) ►tet 0 If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 - applies to all single-family structures (new, addition, accessory) in R -IC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? kl'o If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area — % increase If any box above is checked... For SF/DUPLEXIs there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) ❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway / 70 = (round up for required trees) Street trees required: Street trees provided: ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. 1416 - I Assessor Property Records Search - Property Details Property Information Home / PIN/Schedule Number / Property Information Property Information Sales History PIN/Schedule 300043744 Owners BULIKJOHNJ STEWARDSON ROBERTA SUE Legal Description Subdivision No Subdivision on Record Parcel Maps View Parcel Maps Block Lot Tract/Key 153 Sale History Sale Date 2/11/1983 10/31/1989 10/31/1989 10/14/2002 7/22/2004 7/22/2004 2/21/2017 3/20/2017 Property Valuation AIN/ParcellD 39-214-00-004 Property Address 4301 NEWCOMBE ST WHEAT RIDGE, CO 80033 Property Class 1212 Single Family Residential Mailing Address 4301 NEWCOMBEST WHEAT RIDGE, CO 80033-2782 Pagel of 3 Interactive Map Aspin Interactive Map jMap Section Township Range QSection Land SQFT Land Acres 21 03 69 SE 86,573 1,987 Total 86,573 1.987 Sale Amount Deed Type Doc/Instr# $0 Other 83012824 $0 Letter or Letters 89094157 $55,000 Personal Representative Deed 89094158 $0 Quit Claim Deed F1590378 $325,000 Warranty Deed F2066651 $0 Warranty Deed F2169495 $0 Quit Claim Deed 2017031205 $0 Quit Claim Deed 2017031207 Mass Appraisal Valuation Explanation Tax Year Actual Land Actual Imp Actual Total Assessed Land Assessed Imp Assessed Total Notice of Value Value Value Value Value Value Valuation 2018 payable $200,800 $166,597 $367,397 $14,458 $11,995 $26,453 2019 https:Hpropertysearch.j effco.uslpropertyrecordssearchlpin/propertyldetaiIsNQzBB5peNB... 10/29/2018 Assessor Property Records Search - Property Details Page 2 of 3 Tax Year Actual Land Actual Imp Actual Total Assessed Land Assessed Imp Assessed Total Notice of Value Value Value Value Value Value Valuation 2017 payable $200,800 $166,597 $367,397 $14,458 $11,995 $26,453 View Notice 2018 Mill Levy Information Treasurer Tax Information Tax Year TAG Authority Mill Levy 2018 payable 2019 3109 ARVADA FIRE DIST TBD COUNTY TBD FRUITDALE SAN DIST TBD REGIONAL TRANSPORTATION DIST TBD SCHOOL TBD URBAN DRAINAGE&FLOOD C SO PLAT TBD URBAN DRAINAGE&FLOOD CONT DIST TBD VALLEY WATER DIST TBD WHEAT RIDGE TBD Total Mill Levy TBD 2017 payable 2018 3109 ARVADA FIRE DIST 14.7230 COUNTY 22.4200 FRUITDALE SAN DIST 2.1880 REGIONAL TRANSPORTATION DIST 0.0000 SCHOOL 42,8780 URBAN DRAINAGE&FLOOD C SO PLAT 0.0570 URBAN DRAINAGE&FLOOD CONT DIST 0.5000 VALLEY WATER DIST 0.0000 WHEAT RIDGE 1.8300 Total Mill Levy 84.5960 Property Inventory Neighborhood Market Area 2408 FRUITDALE, LEES, STONERIDGE 2 ResMA: Central Northeastjeffco Land Land Use State Tax Class Size Unit Type Land Contributor Contributor Category Residential 1112 1.987 Acre Location Factor Location Factor Adjustments Improvements Impr# Property Design Construction Quality Year Adj Remd Cmp% Gross State Tax Type Class Built Year Year Area Class Select 1-1 201 Single 011 Raised Frame Fair 1941 1960 1999 100% 1,070 1212 Family Ranch Impr# Sub -Areas Area-SQFT 1-1 Attached Garage 220 1-1 Basement Total 560 https://propertysearch.j effco.uslpropertyrecordssearchlpin/propertyldetaiIsNQzBB5peNB... 10/29/2018 Assessor Property Records Search - Property Details Page 3 of 3 Impr# Sub -Areas Area-SQFT 1-1 Carport 220 1-1 Covered Porch 196 1-1 Deck 242 1-1 First Floor 1,070 1-1 Out Shed 520 Impr# Structural Elements by Unit # Units 1-1 3/4 Bath (3 fixture) 1 1-1 Bedroom (Above Grade) 2 1-1 Full Bath+K+L 1 1-1 Nbr of Dwelling Units 1 Impr# Structural Elements by SQFT Description Area-SQFT 1-1 Air Conditioning Evap Cooler, roof mounted 1,070 1-1 HVAC Systems Forced Air Unit 1,070 1-1 Interior Finish Type Remodeled Area 384 Extra Features Description State Tax Class Quality Year Built SQFT/Units Quantity Carport, Res, Detached 1212 Fair 1941 220 1 Shed, Residential use 1212 Average 1941 520 1 Information current as of: 10/28/2018 ©2018 Assessor Property Records Search -Jefferson County, CO https://propertysearch.j effco.us/propertyrecordssearch/pin/property/detaiIsNQzBB5peNB... 10/29/2018 SUBSURFACE STUDY O 1 I FOR THE PLANNED GARAGE/BARN 4301 NEWCOMBE STREET WHEAT RIDGE, COLORADO Job No.: 18-393 September 24, 2018 City of Prepared for: Mr. John Bulik Wheat Ridge 4301 Newcombe Street Wheat Ridge, Colorado 80033 �4'�ang Hollingsworth Associates, Inc. Geotechnical & Environmental Engineers 2875 W. Oxford Ave. #7 Sheridan, Colorado 80110 303-781-5188/fax 303-781-5224 TABLE OF CONTENTS PURPOSE AND SCOPE OF WORK PROPOSED CONSTRUCTION SITE CONDITIONS FIELD EXPLORATION LABORATORY TESTING SUBSURFACE CONDITIONS FOUNDATION RECOMMENDATIONS FLOOR SLABS FOUNDATION WALLS WATER SOLUBLE SULFATES SURFACE DRAINAGE LIMITATIONS Figures Fig. 1 — Location of Exploratory Boring Fig. 2 — Log of Exploratory Boring, Legend and Notes Fig. 3 — Gradation Test Results Table I — Summary of Laboratory Test Results 1 1 2 2 2 3 3 4 5 6 6 7 PURPOSE AND SCOPE OF WORK This report presents the results of a subsurface study for the planned garage/barn to be located at 4301 Newcombe Street in Wheat Ridge, Colorado. The subsurface study was conducted for the purpose of developing foundation recommendations. The project site is shown on Fig. 1. The study was conducted in accordance with our proposal P18-321 dated September 4, 2018. A field exploration program consisting of drilling one exploratory boring was conducted to obtain information on subsurface conditions. Material samples obtained during the field exploration were tested in the laboratory to determine the classification and engineering characteristics of the on-site soils. The results of the field exploration and laboratory testing were analyzed to develop foundation recommendations and allowable bearing pressures. The results of the field exploration and laboratory testing are presented herein. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the planned garage/barn are included in the report. PROPOSED CONSTRUCTION It is our understanding that a garage/barn is planned. Foundation loads are expected to be light as is typical for this type of construction. If the design varies from the project description above, the recommendations presented in this report should be reevaluated. 1 SITE CONDITIONS At the time of our field investigation, the site had an existing house founded on a partial basement. The site was fully landscaped with lawn, shrubs, and mature trees. The site sloped gently from north to south with a change in elevation of approximately 4 feet. FIELD EXPLORATION The field exploration for the project was conducted on September 20, 2018. One exploratory boring was drilled at the location shown on Fig. 1 to explore the subsurface conditions. The exploratory boring was located within the footprint of the planned build. The boring was advanced through the soils with a 4 -inch diameter continuous flight auger. The boring was logged by a project engineer. Samples of the subsurface materials were taken from the auger cuttings. Depths at which the samples were taken are shown on the Log of Exploratory Boring, Legend and Notes, Fig. 2. Measurement of the water level was made in the boring by lowering an M -scope into the open hole shortly after completion of drilling. LABORATORY TESTING The samples obtained from the exploratory boring were examined and visually classified in the laboratory by the project engineer. Laboratory testing included standard property tests, such as natural moisture content (ASTM D-2216), grain size analysis (ASTM D-422), and liquid and plastic limits (ASTM D-4318). The percentage of water soluble sulfates was determined in general accordance with "Standard Methods for the Examination of Water and Wastewater, 15th ed.", for one selected sample. Results of the laboratory testing are shown on Fig. 3 and summarized in Table I. The laboratory testing was conducted in general accordance with applicable ASTM standards. 2 SUBSURFACE CONDITIONS The subsurface conditions at the site, as indicated by exploratory boring B-1, consisted of 12 inches of topsoil overlying medium dense silty sand with scattered gravel and cobble for the depth drilled, 3.5 feet. No free water was encountered in the exploratory boring at the time of drilling. A gradation of a typical sample of the silty sand is shown on Fig. 3. The laboratory test results are summarized in Table I. FOUNDATION RECOMMENDATIONS Considering the subsurface conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend the garage/barn be founded on spread footings bearing on undisturbed natural soils. The design and construction criteria presented below should be observed for a spread footing foundation system. The construction details should be considered when preparing project documents. (1) Footings bearing on the undisturbed natural soils should be designed for an allowable soil bearing pressure of 2,000 psf. (2) Based on one-dimensional consolidation theory, we estimate total settlement for footings designed and constructed as discussed in this section will be approximately 1 inch. Differential settlements across the garage/barn are estimated to be approximately I/2 inch. (3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below the exterior grade is typically used in this area. 3 (4) The lateral resistance of a spread footing bearing on undisturbed natural soils will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.35. Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit weight of 200 pcf. The coefficient of friction and passive pressure values recommended above assume mobilization of the ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain that will occur at the ultimate strength, particularly in the case of passive resistance. (5) Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 12 feet. (6) Areas of loose material encountered within the foundation excavation should be removed and the footings extended to adequate natural bearing material. As an alternate, the loose material may be removed and replaced with non -expansive fill material compacted to 100% of the maximum standard Proctor (ASTM D-698) density within 2 percentage points of the optimum moisture content. New fill should extend down from the edges of the footings at a 1 horizontal to 1 vertical projection. (7) A representative of the soil engineer should observe all footing excavations prior to concrete placement. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly to moderately loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs 11 should be separated from all bearing walls and columns with expansion joints that allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. We suggest joints be provided on the order of 15 feet on center. The requirements for slab reinforcement should be established by the designer based on experience and the intended slab use. FOUNDATION WALLS Foundation walls that are laterally supported and can be expected to undergo only a moderate amount of deflection should be designed for a lateral earth pressure computed based on an equivalent fluid unit weight of 45 pcf for backfill consisting of the on-site soils. All foundation walls should be designed for appropriate hydrostatic pressures. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall. The lateral resistance of foundation wall footings placed on undisturbed natural soils will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.35. Passive pressure against the sides of the footings can be calculated an equivalent fluid unit weight of 200 pcf. The coefficient of friction and passive pressure values recommended above assume mobilization of the ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain that will occur at the ultimate strength, particularly in the case of passive resistance. Compacted fill placed against the sides of the footings to resist lateral loads should be a non - expansive material. Fill should be placed and compacted to at least 95% of the maximum standard 5 Proctor (ASTM D-698) density at a moisture content near optimum. WATER SOLUBLE SULFATES The concentration of water soluble sulfates measured in a sample obtained from the exploratory boring was 0.03%. This concentration of water soluble sulfates represents a negligible degree of sulfate attack on concrete exposed to these materials. The degree of attack is based on a range of negligible, positive, severe, and very severe as presented in the U.S. Bureau of Reclamation Concrete Manual. Based on this information, we believe special sulfate resistant cement will not be required for concrete exposed to the on-site soils. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the garage/barn has been completed. (1) Excessive wetting or drying of the foundation excavations and underslab areas should be avoided during construction. (2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor (ASTM D-698) density in pavement areas and to at least 90% of the maximum standard Proctor (ASTM D-698) density in landscape areas. (3) The ground surface surrounding the exterior of the garage/barn should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. on (4) Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location on the exploratory boring plan and the proposed type of construction. The nature and extent of subsurface variations across the site may not become evident until excavation is performed. If during construction, fill, soil, rock, or water conditions appear to be different from those described herein, this office should be advised at once so reevaluation of the recommendations may be made. We recommend on-site observation of excavations and foundation bearing strata by a representative of the soil engineer. [me Reviewed by: HH Attachments OCIATES, INC. P.E. 7 Not to Scale c J � a V AhM P r' I. • B-1 --Exploratory boring 18-393 I HOLLINGSWORTHASSOCIATES Geotechnical/Environmental Engineers Location of Exploratory Boring Fig. 1 B-1 0 p w 0 s s a r) rR 5 g LEGEND Topsoil. Sand (SM), silty, medium dense, scattered gravel and cobble, brown, moist. Small, discrete bag sample. Practical drill rig refusal. NOTES 1. The exploratory boring was drilled on September 20, 2018, with a 4 -inch diameter continuous flight auger. 2. The exploratory boring was located within the footprint of the planned build. 3. Log is drawn to depth. 4. The lines between materials shown in the boring represent the approximate boundary between material types and the transition may be gradual. 5. No free water was encountered in the exploratory boring at the time of drilling. 18-393 HotechnicallEnvironmental EnGSW°RTHASS°°,meers "TES GeotechnLog of Exploratory Boring, Legend and Notes Fig. 2 HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S. STANDARD SIEVES CLEAR SQUARE OPENIN 25HR 7HR IW 45 IN 15MM WMM 19MM 4MIN IMM 1p 2W IW 50 40 30 16 8 J 3/8' 3/4" I 3" 5" 6" 8 0 W 10 80 20 70 W 30 L 40 4 4 50 Z 50 i JO — — — . CLAY TO SILT . COBBLESEMF. . -W 60 a 30 70 20 80 10 0 .0 O1 W2 005 W9 .019 037 07J 149 2 9] I I 9 2.38 4.76 9.52 19.1 38.1 762 127 2W qp 100 42 20 152 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT SAND GRAVEL COBBLES FINE MEDIUM COARSE FINE COARSE GRAVEL 5 % SAND 56 % SILT AND CLAY 39 % LIQUID LIMIT % PLASTICITY INDEX NP % SAMPLE OF Silty sand FROM Boring B -I at Y-0" HYDROMETER ANALYSIS SIEVE ANALYSIS TIME READINGS U.S. STANDARD SIEVES CLEAR SQUARE OPENINGS 25HR 100 45 7HR IN 15MIN 60MIN 19MIN 4MIN IMM 10 2W IW 50 40 30 16 8 4 3/8' 3/4" I"" 3" 5" 6" 8" 0 W 0 80 20 70 30 60 40 5?Z 6 i z p z 0 z z u 40 60 y 0 p 20 80 10 90 0 0 01 W2 .005 W9 019 .037 074 .149 297 i90 1 W GRAVEL % SAND % SILT AND CLAY % LIQUID LIMIT % PLASTICITY INDEX % SAMPLE OF FROM 18-393 �HOLLINGSWORTHASSOCIATES 1 Geotechnical/Environmental Engineers Gradation Test Results Fig. 3 GS — — — . CLAY TO SILT . COBBLESEMF. . -W .19 2.38 4]6 952 19.1 3R.1 76.2 127 2W J2 2.0 152 DIAMETER OF PARTICLE M MILLIMETERS CLAY TO SILT SAND GRAVEL COBBLESEMF. MEDIUM COARSE FINE COARSE' C')rn C? 00 LU J m Q D U) w F— w O Q O W Q LL. O NN� CQ cG G D (1) _0 o C/) cn a) N io o M 0 o :3 0 C/) U U 0 T p o E Z J � a� Q 6 J o J cn CD a) O N > o CD M Z U) c O o p m _0a3 N C Oo Z O o CO U')m In Z (D + N � O o Z LO (3 + O U) C o O N Z U c0 (D Cl) U 0- -j _N Q N � C/) O i m m NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. 100 i C) Driveway �-- Existing Solar Array Existing Home Existing rear decd: Construction trailer tp be removed 67,�sc,iI 319'2 3/8" Reviewed for Zoning Compliance by the City of Wheat Ridge Planni Oiv 'on APPROVED Site flan (ex39 g) BY: DATE: 16 - 2-q - / E COMMENTS: Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Existing gravel driveway 133' Existing shed to be removed l�5 3 ;�?- kD 0 r�. U4 City of "c,omWheat Ridge CmuNrry DEVEIormim APPROVED Reviewed for Code Compliame /4 A / P ns. eta inet . a e ltr stf on Phe -W 01 WP nyt a wp vvw of pk ns spec;JkohoM 0W C&vVWf ftM shoes not be o pennR fw, Of on opprovol of ony worobon to &V of the WOWS'" of Me butld7nq code or of ory Ctty oroMa,,ces Permits Piny to ywt art tv to violate or eoruet tot prohsbnt of the tt&WAV Frill isting Driveway Existing Solar Array Existing Home Finished Elevation 5,382' Garage / Ba X77 3 G-59 / :z �, ,>,e Lr) ry 0 New Gravel Driveway Existing Gravel Driveway 133' Existing Grade at site to be raised as needed for Floodplain requirements 319' 2 3/8" Site Plan with Garage / Barn BVJ lel-n, Co dr 9©1 X. z �, c, �"�' e * u m , �� city of Wheat Ridge 9. Uq* C -,Nftftma Garage/Barn Site Plan 4301 Newcombe St 3'0 x 6'8 Ste 3'x4'win( 2x4 framing 3'x 4' window — double TO x 6'8 steel doers --`f Drywall on walls & ceiling. 3' x 4' window TO x 6`8 steel door --1-11 3' x 4' window ■ Rid sw • on wallsand plywoodceiling 3' x 4' window -~ 38' 18'x 8' garage door -- tl doer — OW 2x4 framing 3' x 4' window Garage Workshop Drywall on walls r 3'O x 6'8 steel door 2x4 framing -- Plywood walls 1' 3" 121311 12' �— 2x6 framing t, Tack Roo. Wash Roorn Nay Storag 3`'0 x 68 steel door 10' 0 garage double YO x 6'8 Steel doors =y �r Aisle �* 1'8 2 Edge of concrete Horse Stalls (sand fluor) �' '— 3`x4` window — 4' x 7' dutch door 4' x 7' dutch door 4' x 7' dutch door k ceiling ceiling a O = City Of Wheat Ridge 11,79 D'rn5`�� Garage/Barn Floor Plan 4301 Newcombe St 38' x 72' framed building with a concrete floor except in the 3 horse stalls Walls will be 9' with 2x4 framing except will be 2 x 6 where noted Ceiling height will be 9'6" Roof will be a 5/12 slope with a 2' overhang — architectural shingles The tack room will be heated and heating is planned to be available in the garage Exterior siding will be a hardboard lap 8" J .25 amp service panel 20 watt wall fixture (typ) 2 watt flourescent ceiling fixture (typ) 20 watt IFD motion detector floodlights (typ) City of Wheat Ridge P Electrical Notes: long D`Nk Power is supplied from main service panel at carport with buried cable. Garage service panel is to be 125 amp. A LIFER ground connection shall be provided near the service panel. Electrical Circuits Use amps watts # water heater 60 double horse waterer heater 15 250 single horse waterer heater 15 250 baseboard heater 60 2000 exterior receptacles (GFCI) 20 3 garage 220 outlet 40 1 garage receptacles 1(GFCI) 20 12 garage receptacles 2 (GFCI) 20 12 barn receptacles 1(GFCI) 20 9 barn receptacles 2 (GFCI) 20 6 tack receptacles (GFCI) 20 6 Garage doors 20 10 2 Washer 20 1 west exterior floodlights 15 20 5 east exterior floodlights 15 20 5 west exterior wall lights 15 20 6 north & east exterior wall lights 15 20 5 barn lighting 15 42 9 tack, wash & hay lighting 15 42 5 garage lighting 1 15 42 8 garage lighting 2 15 42 6 table saw 20 1 sump pump (if needed) 20 1 AFCI/GFCI AFCI/GFCI AFCI/GFCI AFCI/GFCI AFCI/GFCI AFCI/GFCI LED LED LED LED LED LED LED LED 4301 Newcombe St Garage/Barn Electrical Water is supplied from the main house in 1" PEXbuhed belmwfnzsd|ne. The Tack Room will be insulated and heated. The horse waterers and the in -ground fneezeess spigot will be supplied with pipe buried be|owfrostline. All wastewater will be directed to the Gray Water Recycling System. Floor Drain Tack Room FrosthessWater Spigot Water Shut -Off Fmstless Mixing � �_- '' Floc J- Drain 11 1 In -Ground Freezekes Water Spigot Frostless Water Spigot |� Single Horse Waterer ��V-7118= of city Wheat Ridge 4301 Newcombe StGarage/B@rn P|WOOb'n2 Gray Water Recycling System For Subsurface landscape Irrigation The source of the influent gray water will be floor drains, one sink and one clothes washer. There are no occupants as this is a barn for horses. The system will feed a 55 -gallon gray water reservoir through a filter media. There will be no indirect discharge to a sanitary drainage system. From the gray water reservoir, the filtered gray water will be routed to three irrigation zones in a single seepage bed that is 11' wide and 20' long with 3" distribution piping spread 3' apart and 2' from the sides and ends. The seepage bed shall have a minimum of 6" of aggregate below and 2" above the distribution piping. The aggregate will vary from %" to 2 %" in diameter and will be covered with a synthetic fabric before covering with soil. The percolation rate of the sandy/gavel soil at this site is quite fast. The system was designed with worst-case conditions in mind. 319' 2 3/8" city of Wheat Ridge la' '6g DiviS��t� 4301 Newcombe St Garage/Barn Gray Water Recycling Plan REVISIONS PRELIMINARY I, Ob da e2) 2.1 ----------- (2) P/ 4xI4 LYL - - - - - - - - - - - - - - - .. .......... . F- - - - - - - - - - - - - - - - - - - - - - - - - - - 1w I B- :-� L]: STL IP X. RAC. STL E X.15RAC 14- Sll � Il' 1 11 14- SQ x 12' (NO I Typ FTG j ADVI IREINF FMQV AD0*L FRElw REOV TYP 0 FRAMED WALL ABOVE (TYP) LLI Ln z 7 1 C4NC FDN WALL (TrP) to CONC FTC. (TYP) -Z 00 uj cn W-4- W -4 - CONTROL JOINT _j x e ftj C> < STEP C,4 'TOW u 0 U3TYP i Z) 'q- ZX50 518' Y10 SlEAT14ING, ITY`P) OD 7L (ALT SAWOSS) NOTES: RE: ARCW FOR ALL NON -LOAD 5EARING WALLS AND FENESTRATION < to uj w STEP _j INFOf;ZMATION (TYP). F_ 0 Lo GRADE W/ -5 IS'— T EA WAY (MID r, \All — -- _EFTIV�\ Oz 6 COORDINATE POST AND to 5EAM LOCATIONS WITH I _j 0 co ARCHITECTURAL DRAWINGS (TYP). uj Z _j 0 COORDINATE ALL CS) C14 0 DIMENSIONS WITH ........... . .......... ARCHITECTURAL METAL PLATED TFaJWS 24'.. DRAWINGS (TYP). A city ��3 Typ Of p I Wheat Rid, e 1 D rE� 5;6 5,12 ��3 Typ =T Uff p STEP TOW w. 'r. A, (3) -4 EA WAY BOT I x FT! 24' SO . 10'FTG W1 (3) �4 EA U14Y 150T SLAB EXTENSION (TYl- OF 2) EDGE Or SLAB STEP Tcw� . . . . . . . . . . . . . .. . . . . . . . - - - - - - 7 Lij it 0 < I_ V) 0 00 C) M 150 RE 15AND rLOOR 0 Ld L) < VMS cn 9110 -6. PROJ No: 4599 --A (2) 2X8 . .... .. ... .............. (2) - - - --- T - - - - - - - - - - ----------- ---------- ---------- DATE: 10.03.2018 so----------- --------- - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - DR. Ascan I CH. RNF c ,Z'RONAL VINV-,�" 1 3 .-,to's 9900;0% DRAWING No. IL IL IL IL W-0- ILP W-3- W-11' ft_� -.1. W-0- 4'.5- t T a. V� ROOF FRAMING PLAN FOUNDATION PLAN st -E, 1/4- - 1 - — 1/.. _.-O. (1� Noww OF 4 NORTH ELEVATION —14•_, 91DING BY OLLNER (NP) V � 1 WEST ELEVATION i p �# a 6 EAST ELEVATION SCM£: 1/4" - ,•-0. SOUTH ELEVATION SCM£: 1/4• - ,'-0• REVISIONS PRELIMINARY M w 'w w v+ Z Z °o W Q o O J v Q X Joro Z:) C4 H M v+ F a � _ ro N N OU V �w 0 w 0 <t U � O Lf) ZZ 0 I p U J p so �rza' N w Z O M o Uao OV city O. Wheat rw V ry QN M Q N O 0 w U m U O 4 U U 30 J Z� �a aw m v3 PROJ No: 4599 DATE: 10,03.2018 DR. CH. RNF DRAWING No. S2 OF 4 5/8'PLYWD BHEATHWG W/ CLIPS INSTALLED PER TFR REC'9 2. BLKG BETWEEN TRUSSES (TYP) HEADI (WH y 'ETAL PLATED 2x TRISS - SIMF'80N H25 - 4URRICANE TIE TYP EA TFRISS) )EL 2. TOP PLATES r—L BA. HEADER AT 6'-10' AFF (TYPI (8'-0' AFF FOR ON DOORS) E TYP ROOF FRAMING SECTION 1 3 SCALE: 3/4'- I'-0' 2' OUTLOOKERS • 24'oc (MATCH DEPTH OF TRUSS ENDS) 5/8' PLYtUD SHT'G- NAIL W/ 10d • 4'— EDGE, 12'oc FIELD 1/1'PLYWD SHT)G. NAIL OR STAPLE AT 2h'x (RE: GA -2 FOR ADVIL GU.B CEILING STRAP BRACWG AT NORTH WALL) 15' GWB AT SOUTH UL4LL, ki' PLYWD AT NORTH WALL F TYP ROOF FRAMING SECTION a OUTRIGGER I 3 SCALE: 3/4' . I'-0• ;z '!\//\// /11/11 /\\= F ✓\//\// /\\ \ \/\\� L✓11/11 \//3j/\ LOUIER TOP BARS =/\\/\\ \//\//\ �4 W/ STD HOOK AT AT DOOR 0\\ \\\\\ 90'oc (ALT HOOKSI (2) V CONT T26 FILL- COMPACTED AND PREPARED PER SOILS REPORT -' (2) 5 CONT BOT OF FTG BEAR ON NATURAL SOILS OR FILL PER SOILS REPORT (TYP) G FOUNDATION SECTION AT SAND FLOOR /-A-'\ TYP FOUNDATION SECTION 1 3 SCALE: 3/4' . I'-0' \u 3 SCALE: 3/4' . 1'-0' RE: AA -2 FOR RERF I' CHAFFER 8 (2) -4 CONT BOT %D1 THIGKEND SLAB EDGE DETAIL \I 3 SCALE: 3/4' . I'-0' G X -BRACING DIAGRAM (NORTH WALL) 13 SCALE: NT5 WALL BEYOND RE: A/1-2 FOR ADD'L RFO NOT BHOWV FDN WALL BEYOND LOUER TOP BARS AT FON STEP (TYP) �1 FOUNDATION SECTION AT DOORS \LLV SCALE: 3/4' . I'-0' LATITUDINAL BUILDING SECTION II I I WALL BEYOND Ii I� 2x4 STUDS • W— RE: A/1-2 FOR ADD'L STD J -BOLT W/ 1' MIN Ui'1x12' AB W/ R /44' SO WASHERS • BOT OF EA RFO NOT SHORN PEN AT 32'— (TYP. UON) cl. X -BRACE STRAP ON NORTH Q F O cn O CO WALL V TA. FDN AT DOORS - BEARMG WI TREATED 2x4 BILL PLATE M O U . Y Hi' ISOLATION JOINT 8AND FILL PER AIH 0 zix 9 L5'oc EW F Q �D _//1/77/3\/�\/� FDW a3 PROJ NO: 4599 DATE: 10.03.201 a TO.B DR. Ascan I CH. RNF 99'-8' DRAWING No. ;z '!\//\// /11/11 /\\= F ✓\//\// /\\ \ \/\\� L✓11/11 \//3j/\ LOUIER TOP BARS =/\\/\\ \//\//\ �4 W/ STD HOOK AT AT DOOR 0\\ \\\\\ 90'oc (ALT HOOKSI (2) V CONT T26 FILL- COMPACTED AND PREPARED PER SOILS REPORT -' (2) 5 CONT BOT OF FTG BEAR ON NATURAL SOILS OR FILL PER SOILS REPORT (TYP) G FOUNDATION SECTION AT SAND FLOOR /-A-'\ TYP FOUNDATION SECTION 1 3 SCALE: 3/4' . I'-0' \u 3 SCALE: 3/4' . 1'-0' RE: AA -2 FOR RERF I' CHAFFER 8 (2) -4 CONT BOT %D1 THIGKEND SLAB EDGE DETAIL \I 3 SCALE: 3/4' . I'-0' G X -BRACING DIAGRAM (NORTH WALL) 13 SCALE: NT5 WALL BEYOND RE: A/1-2 FOR ADD'L RFO NOT BHOWV FDN WALL BEYOND LOUER TOP BARS AT FON STEP (TYP) �1 FOUNDATION SECTION AT DOORS \LLV SCALE: 3/4' . I'-0' LATITUDINAL BUILDING SECTION II I I I Ii I� /LLr] V QN LONGITUDINAL BUILDING SECTION �: 1/4' - V -o' REVISIONS PRELIMINARY V) 00 d' V W N 'w W Yi/ Z I Loo Z R, W °i O M J v Q x � a N la H M Do U Z I- —o N 09' VI -1 O OD V ��to I 0 0 O n Z O Z I I.– = U to O N Or w m 0 Z C _j o ORDOM FON U N (D �... 100'-0' Wheat Ri /LLr] V QN cl. M Q F O cn O CO V - BEARMG WI M O U . Y 30 0 zix F Q MO W FDW a3 PROJ NO: 4599 DATE: 10.03.201 a TO.B DR. Ascan I CH. RNF 99'-8' DRAWING No. Vim' OF 4 REVISIONS PRELIMINARY 'STRUCTURAL GENERAL NOTES' CODE REFERENCE.................................................................... 2012 IBC LIVE LOADS USED IN DESIGN A. WIND ...................................................... 2012 IBC 105 MPH EXPOSURE C B. ROOF......................................................................... 30 PSF BUILDING EARTHWORK' A. SOIL DATA WAS TAKEN FROM RECOMMENDATIONS CONTAINED IN REPORT #18-393 BY HOLLINGSWORTH ASSOCIATES, INC., DATED SEPTEMBER 4, 2018. B. FOOTING DESIGN, 1. ALLOWABLE SOIL BEARING PRESSURE - (TOTAL LOAD) .......................... 2000 PSF 2. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL SOILS OR ON SUITABLE COMPACTED N MATERIAL AS SPECIFIED IN THE SOILS REPORT BELOW FROST DEPTH OF 4'-0'. d' 00 00 3. PROTECT BOTTOMS OF EXCAVATION AGAINST FROST AND KEEP FREE OF WATER, DEBRIS AND W U) LOOSE MATERIAL. SOIL BECOMING UNSUITABLE FOR BEARING MUST BE REMOVED. 'w W 4. EXCESS EXCAVATION UNDER FOOTINGS MUST BE FILLED WITH CONCRETE SPECIFIED FOR Y+ Z FOUNDATIONS OR FILL COMPACTED AS RECOMMENDED BY THE SOILS ENGINEER. - t0 C. WALL DESIGNS Z DO 1. RETAINING WALL DESIGN FOR EQUIVALENT FLUID PRESSSURE...................... 45 PCF W 0) 2. PASSIVE SOIL PRESSURE .................................................... 200 PCF D. A QUALIFIED SOILS ENGINEER SHALL INSPECT THE EXCAVATIONS TO VERIFY THE BEARING M MATERIAL. O E. VERIFY LOCATION OF ANY UNDERGROUND UTILITIES. .M.i F. SLABS ON GRADE SHALL BE PLACED ON 4 INCHES OF FREE DRAINING FILL. L G. COMPACTION TO BE AS RECOMMENDED IN THE SOIL REPORT UNLESS OTHERWISE SPECIFIED. ^ J H. CENTER FOOTINGS UNDER WALLS UNLESS OTHERWISE NOTED, Q X CAST -IN-PLACE CONCRETE, J X p A. ALLOWABLE STRESSES USED IN DESIGN, ::) N 1. ALL CONCRETE SHALL BE MADE WITH 3/4' DIAMETER MAXIMUM STONE AGGREGATE, TYPE I/II = H- N) CEMENT, AND SHALL DEVELOP THE FOLLOWING COMPRESSIVE STRENGTHS IN 28 DAYS- U o) FOOTINGS, FOUNDATION WALLS, y W 517 LB. CEMENT, 4' +/-1' SLUMP, 5% + IX AIR, 0. 48 MAX W/C..... 3000 PSI CK ~ O b) INTERIORSLABS ON GRADE, SLABS ON METAL DECK, GRADE BEAMS, F O 00 540 LB. CEMENT, 4' +/- 1' SLUMP, 3% MAX. AIR, 0.48 MAX W/C..... 3500 PSI <n N D EXTERIOR FLATWORK, O O 564 LB. CEMENT,4' +/-I' SLUMP, 6% + 17. AIR, 0.48 MAX W/C.......,.. 4000 PSI D 2. CEMENT MATERIAL MAY BE REPLACED BY UP TO 20% BY WEIGHT OF FLY ASH. ' ` W to 3. REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. BARS TO BE WELDED SHALL v CONFORM TO ASTM A706. j B. REINFORCEMENT PROTECTION, Z O O I 1. CONCRETE POURED AGAINST EARTH ............................................ 3' - Z U 2. CONCRETE POURED IN FORMS BUT EXPOSED TO WEATHER OR EARTH, F O 00 o) IF BARS ARE LARGER THAN k5 ............................................ 2' J b) IF BARS ARE R5 OR SMALLER ............................................. 1-1/2. O Z C. SPLICES ARE 40 BAR DIAMETERS WITH A MINIMUM LAP OF 2'-0'. PROVIDE OUTSIDE CORNER BARS N Ld AT WALL CORNERS AND INTERSECTIONS. SIZE AND SPACG SHALL MATCH HORIZONTAL BARS, Z O M D, PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORIN T REINFORCING AT POSITIONS SHOWN ON THE O 00 p O PLANS IN ACCORDANCE WITH ACI DETAILING MANUAL. U N C7 E. WIRE MESH REINFORCEMENT SHALL CONFORM TO ASTM A185. LAP ONE FULL MESH AT SIDE AND END LAPS AND WIRE TOGETHER. PLACE MESH AT MID -DEPTH OF SLAB. F. PLACE 2-R5 (1 EACH FACE) WITH 2'-0' PROJECTION AROUND ALL OPENINGS IN CONCRETE. G. ALL CONCRETE MEMBERS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE ay WORK MUST HE MADE WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS, UNLESS OTHERWISE SHOWN rity Q OR APPROVED. H. PROVIDE SLEEVES FOR ALL PIPES PLACED THROUGH CONCRETE WALLS OR SLABS, I. PROVIDE TOOLED OR SAW -CUT CONTROL JOINTS MADE IMMEDIATELY AFTER FINISHING. LOCATE AS SHOWN. J. VERTICAL CONSTRUCTION JOINTS IN FOOTINGS AND GRADE WALLS SHALL BE LOCATED AT LEAST 10 FEET AWAY FROM CORNERS. K. CONTRACTOR SHALL REQUEST ARCHITECT/ENGINEER TO INSPECT REINFORCING AND OBTAIN HIS heata Ri' STEEL , AUTHORIZATION TO PROCEED WITH CONCRETE POUR. A. STRUCTURAL STEEL SHALL CONFORM TO ASTM A992 GRADE 50, H. STEEL BOLTS SHALL CONFORM TO ASTM A307. C. THREADED ANCHOR RODS AT 'X' BRACE STRAP LOCATIONS SHALL CONFORM TO ASTM F1554 WITH EMBEDDEDNUTS. D. ALL WELDING OR GAS CUTTING SHALL BE IN ACCORDANCE WITH THE CURRENT STANDARDS OF THE �7 AMERICAN WELDING SOCIETY. ALL WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED BY A.Y.S. STANDARD QUALIFICATION PROCEDURE, CURRENTLY CERTIFIED. WOOD, A. FRAMING LUMBER SHALL BE STRESS GRADED DOUGLAS FIR -LARCH OR HEM -FIR AS FOLLOWS, 1. BEAMS AND HEADERS ................................................. 'NO. 2' 2. EXTERIOR WALL STUDS ............................................... 'NO. 2' 3. INTERIOR NON-BEARING WALL STUDS ............ .................... 'NO 2' OR 'STUDS' 4. BLOCKING AND BRIDGING ............................................. 'NO.2 OR N0.3' B. PROVIDE 2X SOLID BLOCKING BETWEEN TRUSSES AT ALL SUPPORTS. C. LAMINATED VENEER LUMBER (LVU SHALL BE 'VERSA -LAM' AS MANUFACTURED BY BOISE CASCADE CORP. OR APPROVED EQUAL. MINIMUM MODULUS OF ELASTICITY SHALL BE 2.0 X 106 PSI. D. TIMBER CONNECTORS CALLED FOR ON THE DRAWINGS ARE AS MANUFACTURED BY SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS MAY BE USED IF THE LOAD CAPACITY IS EQUAL TO OR GREATER THAN THE CONNECTOR SPECIFIED. USE MANUFACTURER'S FURNISHED NAILS AND BOLTS. E. ALL COLUMNS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONTINUOUS UNLESS OTHERWISE SHOWN. BUILT-UP COLUMNS USING 2 OR MORE 2X MEMBERS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 9' ON CENTER MAXIMUM. PLACE 1/2 OF NAILS FROM EACH SIDE. F. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE 2012 IBC FASTENING SCHEDULE TABLE 2304.9. I UNLESS OTHERWISE NOTED. G. FOUNDATION SILL PLATES SHALL BE ANCHOREDWITH ANCHOR ROD SIZE AND SPACING AS NOTED ON THE DRAWINGS AND IN COMPLIANCE WITH SECTION 2308,6 OF THE 2012 IBC. H. PLYWOOD FOR AND AND WALL AND FLOOR SHEATHING SHALL BE APA GRADE TRADEMARKED 'STANDARD C -D' AND SHALL CONFORM TO STANDARD PS 1-83 OF THE AMERICAN PLYWOOD ASSOCIATION (USE EXTERIOR GLUE AT ROOF). 1. PLYWOOD THICKNESS SHALL BE AS NOTED ON THE DRAWINGSI IDENTIFICATION INDEX NUMBERS SHALL BE AS REQUIRED FOR SUPPORT SPACING AND USE. J. PREFABRICATED WOOD TRUSSES USING METAL PLATE CONNECTORS SHALL BE DESIGNED AND w MANUFACTURED IN ACCORDANCE WITH THE I.C.C. APPROVAL RECOMMENDATIONS, INCLUDING QUALITY r ^ CONTROL INSPECTIONS BY INDEPENDENT TESTING AGENCY. METAL PLATES SHALL BE SIZED TO `l NEGLECT 1/4' MIN. AREA FROM THE FACE OF THE MEMBER EXCEPT I/2' MIN. AREA SMALL BE NEGLECTED ALONG THE TENSION INTERFACE. SUBMIT SHOP DRAWINGS, I.C.C. RESEARCH REPORT, AND DESIGN CALCULATIONS BEARING THE STAMP AND ORIGINAL SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO. M K. ROOF TRUSSES, if O 1. PROVIDEHANGERS OR CONNECTORS AS REQUIRED TO SUPPORT THE LOADS OF ALL MEMBERS �l V)oo FRAMING INTO ANY TRUSS OR GIRDER TRUSS. SIZE BOTTOM CHORD OR OTHER SUPPORTING MEMBER TO FULLY DEVELOP THE REQUIRED HANGER CAPACITY. m O L. CONSTRUCTION PHASE BRACING AND BRIDGING SHALL BE THE RESPONSIBILITY OF THE GENERAL 2 CONTRACTOR. D0 NOT PLACE TEMPORARY LOADS ON ANY FRAMING MEMBERS UNTIL ADEQUATELY O STABILIZED TO THE SP EL IFICATI ONS OF THE MANUFACTURER OF THE PRODUCT(S> BEING LOADED. Y U W ENGINEER'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. 3 p VERIFY ALL OPENINGS THROUGH FLOOR, ROOF, AND WALLS WITH OWNER AND MECHANICAL DRAWINGS. w - THE CONTRACTOR MUST SUBMIT IN WRITING ANY REQUESTS FOR MODIFICATIONS TO THE PLANS AND Z Q SPECIFICATIONS. SHOP DRAWINGS SUBMITTED TO THE ENGINEER FOR HIS REVIEW DO NOT CONSTITUTE w ,IN WRITING' UNLESS IT IS NOTED THAT SPECIFIC CHANGES ARE BEING REQUESTED. CHANGES BY MEANS _ OF SHOP DRAWINGS BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. m '43 SPECIAL INSPECTIONS A. SPECIAL INSPECTIONS ARE NOT REQUIRED FOR THIS PROJECT. �g8��gaees�[e9s �p� PROJ No: 4599 b ��+4E� R �� . DATE: I0.03.201e �s'®5�®.5.r 461® DR. As�o� CH. RNF i� ® 4 DRAWING No. 110 a �y►� c,� In.- � S4 p ' X19 � •{'.d. Q1, 4$4)'Pfi, 6®sae c8°®e�8a� nss `X� OF 4 RECEIVED Pe UPLIFT CONNECTOR KEY * = 1 H2.5T *=2H2.5T Truss Connector Total List Manuf Product Qty * 70 Job Codes County: Jefferson Codes: 2015IRC Wind: 130 Snow Load: 30 Dead Load: 15 Total Load: 55 City of Wheat Ridge Building Division P 1 UPLIFT CONNECTOR KEY * = 1 H2.5T *=2H2.5T Truss Connector Total List Manuf Product Qty * 70 Job Codes County: Jefferson Codes: 2015IRC Wind: 130 Snow Load: 30 Dead Load: 15 Total Load: 55 City of Wheat Ridge Building Division P UPLIFT CONNECTOR KEY * = 1 H2.5T *=2H2.5T Truss Connector Total List Manuf Product Qty * 70 Job Codes County: Jefferson Codes: 2015IRC Wind: 130 Snow Load: 30 Dead Load: 15 Total Load: 55 City of Wheat Ridge Building Division �o rnLL' - d j O 0 u aD UO O y O (V N U) ch �p M� N d1�o6 M V) O ti }_ CO d } ^ c p) mxm c d� o� m 0 �Y o Q LL 9 > 0 U N > V o cmY�'D N cX M o LYoy m O c2 c2,,-, o� C� 0. 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O O M M.- N O O O Cn X M N cyi�m3� O LO CC')() V O 7 7 W O N 14 r d L) - OJ O (n N Wo CLEno CL �a)o tndJWU N U N -0 m 7 (n Cf) CL , U O` s O L) 3 OO O O O U O 'V 7 N O N N 7 0 a o a) 0 n O @ CL O (n C to C) Tp N C0 d U O 0 as 0) N N L n aL. ` (D -O 0) O 0 Q) o E OLE ° rn 3 0)'00 c, C 0 = ,C) 00 Of Of U00 QQar om M � MN gyp___._.- �r LL LL LL m M -. 0 XX X __...: O n rn N 3 N 00U) C: > �a O U O O-1 mUUW )-1-1-1 Q-1 00-10 2aF-x _. Cn 7 N O a 0 C C C',C Co M N UO N N N C M N it�I r J vU U N OIIOI W a) a) O C7.0'I �» S M',M! O O M M.- N O O O Cn X M N cyi�m3� O LO CC')() V O 7 7 W O N 14 r d L) - OJ O (n N Wo CLEno CL �a)o tndJWU N U N -0 m 7 (n Cf) CL , U O` s O L) 3 OO O O O U O 'V 7 N O N N 7 0 a o a) 0 n O @ CL O (n C to C) Tp N C0 d U O 0 as 0) N N L n aL. ` (D -O 0) O 0 Q) o E OLE ° rn 3 0)'00 c, C 0 = ,C) 00 Of Of U00 QQar om rn � MN z Z Z �r LL LL LL CO C M CO CO (n 0 XX X io. NNN n rn N 3 M N C N -O L L 0 nY O M 00U) C: > �a O U O O-1 mUUW )-1-1-1 Q-1 00-10 2aF-x _. CO � r -r - MM ��m0 U O N O O C U 0 '^- Co m m x m (A v N 7 N O a 0 C C C',C Co M N UO N N N C M N it�I r J vU U N OIIOI W a) a) O C7.0'I �» S M',M! O O M M.- N O O O Cn X M N cyi�m3� O LO CC')() V O 7 7 W O N 14 r d L) - OJ O (n N Wo CLEno CL �a)o tndJWU N U N -0 m 7 (n Cf) CL , U O` s O L) 3 OO O O O U O 'V 7 N O N N 7 0 a o a) 0 n O @ CL O (n C to C) Tp N C0 d U O 0 as 0) N N L n aL. ` (D -O 0) O 0 Q) o E OLE ° rn 3 0)'00 c, C 0 = ,C) 00 Of Of U00 QQar om rn � MN z Z Z �r LL LL LL CO C aa_a CO CO (n 0 XX X - 001-01-'' a0 yMM NNN n 00 7 N O a 0 C C C',C Co M N UO N N N C M N it�I r J vU U N OIIOI W a) a) O C7.0'I �» S M',M! O O M M.- N O O O Cn X M N cyi�m3� O LO CC')() V O 7 7 W O N 14 r d L) - OJ O (n N Wo CLEno CL �a)o tndJWU N U N -0 m 7 (n Cf) CL , U O` s O L) 3 OO O O O U O 'V 7 N O N N 7 0 a o a) 0 n O @ CL O (n C to C) Tp N C0 d U O 0 as 0) N N L n aL. ` (D -O 0) O 0 Q) o E OLE ° rn 3 0)'00 c, C 0 = ,C) 00 Of Of U00 QQar om W M U z Z Z LL LL LL CO C aa_a CO CO (n Co Ce) XX X - 001-01-'' a0 yMM NNN n 00 3 M N C N -O L L 0 nY O M 00U) C: > �a O U O O-1 mUUW )-1-1-1 Q-1 00-10 2aF-x J N M O 2 —OO n 0 _ � r -r - MM ��m0 W M U LL n 3 OJ 0 CO C O O n N 0 >i Co Ce) 0 M w 0 'aC U) O M Q) r N N O O -p N U 0N T Co -1� M N C N -O L L 0 nY O M N OM J > �a O U O L6Cl NI N (D M N _ C O �_ N x W II N O C W N (p aII a) J N M O 2 —OO n 0 _ N O N Na) U O N O O C U 0 '^- Co m m x m (A v Em o o0 n -1 r N N U -1 N] a) L O -0 6 N II O A N NCO O O L 'O c6 O O O CD N NII 0 L a) N (n O 0 03 M O ao0 C > C -0 N N M X-- C V) O 0 -0 w N M C j) CO CO N- E II J L .0 d U) L_ N a) 0,rn3�-7 a) Cu L n �i U v v� 3 r U O CO it E CO0 c 3 0 M N pZ o c N N N Q U O O U CII a) t0 N O 0 a C=j 0 0 .� n n O V N M M L 3 V W O C L N C II m 0 to O U n a) Ca T y W n J .V U m 72 C C M M U 0 r O 7 n U N U W, Y C LL O C= a) (A a) M Co J )' N H (n .O d a0 a�� C M(O ,� na? 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N z N -C C 7 Q) E M N -0 L O G af O u) a) a) (n N U (n 0 Cr (n ? W Q 2 W Q N 2 O a' `) to ` N '� d' - .O Q U LLI TZ mJ0 w e nm N w~ 2vt �a LQ UUU wQ-uj W c 0 ~O� O�COHDFL cQCOC7tL--^-n .r n Q LLr3: 2�- N MCC') (oncorn� UPLIFT CONNECTOR KEY * = 1 H2.5T ** = 2 H2.5T 7 _. R > '—' L6 T_-00-00 - g - a }3 i igji j ' ggg � 0/1 900 � a _ dLL Truss Connector Total List Manuf Product QQ`o - - --- i Job Codes ° a= !" 3 ? � County: Jefferson � z- Codes: 20151RC j Wind: 130 1 00 E a- oF Snow Load: 30 0 O A= v o i Dead Load: 15 O N ° s 3 �, Total Load: 55 2 I \ � o " L 1X r� 0Qftftftft ow I - � i' •rte � � : ,r�°x : -'r ��— - — -�''.-�. N iv " �9 , z Z °"oma W O 00 7- E E_ - c o 0 N a6 N co 00 O N C N n m (o O O N � O J rnE m c C @N co N -. mm c4 c a;CL I I m _ as o',o O o 0 3 U M O m a) O N U V7 O mmoo N .(V w r ! 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C l0 C N CO p J= N U J O N Z c,j 8-a m O c0 O M m O Qaj - N L O 0 O U m L) > N> j O �NQ �Q � �� II LO O"O 0O 0)�N 9c U Cc,C M m O C` > m m O u) N U 11 II "' N .0 m II N L F 7 m c E U N _O 2 w p "O 3 U a m U O 2 c m v Q) 0— C o n 2❑ C7 X M C06 % C m O C L C U C Q) � U Q7 O) Q- CT O m w N O 3 Q) . x O U m a a C N .N Q N N N 7 !� A C a C� N O. a L L L c, a) i W 0) 0) ❑ W L 2 m cc N L N C Q) N N Q N a ZOv O fn d m c N U U w Q Nil ` m N N 7 Qp-owQm2o° 22.2 ;Say.5 Dr c n a O L Y Q w LL m N m (J C L p m m L~ H F C7F 7H c<(D(D v a W OLLO� Z: N p+)st u) f0 n000)— City of Wheat Ridge Residential Roofing PERMIT - 201704193 PERMIT NO: 201704193 ISSUED: 07/17/2017 JOB ADDRESS: 4301 Newcombe ST EXPIRES: 07/17/2018 JOB DESCRIPTION: Residential Re -roof to install 30 year dimensional asphalt shingles - 24 sq (20 sq pitched / 4 sq flat) *** CONTACTS *** OWNER (720)318-3346 BULIK JOHN SUB (303)517-2040 Douglas Smith 090245 Diamond Exteriors -- * PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,800.00 FEES Total Valuation 0.00 Use Tax 205.80 Permit Fee 204.30 ** TOTAL ** 410.10 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or 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. q_1011701PO q.30/1eucvj,,64-S4, INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Concrete Prior 10 Approval ut I ne ADove inspections Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Plumbing Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior 10 Approval ut I ne ADove inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing nf% Mnt [_nvor 1Ind arnrnund nr Relow/In-Slab Work Prior To Approval ut I ne ADove inspections Rough Inspections _ Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical vow voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201704193 PERMIT NO: 201704193 ISSUED: 07/17/2017 JOB ADDRESS: 4301 Newcombe ST EXPIRES: 07/17/2018 JOB DESCRIPTION: Residential Re -roof to install 30 year dimensional asphalt shingles - 24 sq (20 sq pitched / 4 sq flat) *** CONTACTS *** OWNER (720)318-3346 BULIK JOHN SUB (303)517-2040 Douglas Smith 090245 Diamond Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT*: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,800.00 FEES Total Valuation 0.00 Use Tax 205.80'_ Permit Fee 204.30 * * TOTAL * * 410.10 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or 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. � � 1 City of Wheat Ridge Residential Roofing PERMIT - 201704193 PERMIT NO: 201704193 ISSUED: 07/17/2017 JOB ADDRESS: 4301 Newcombe ST EXPIRES: 07/17/2018 JOB DESCRIPTION: Residential Re -roof to install 30 year dimensional asphalt shingles - 24 sq (20 sq pitched / 4 sq flat) I, *Ib' m sin . e do hereby att a the work to be performed shall comply with all accompanying approved plans and specifications, applic ung es, a applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized b e legal owner oft operty and am authorized to obtain this permit and perform the work described and approved in conjunction with is ermrt. I further atte that I am le ally autho ' to include all entities named within this document as parties to the work to be pis Ormed and that all w o be pert is isclosed in this document and/or its' accompanying approved plans and specifications. Signature bf/� CON CTOR (Circle one) Date I. This erm as issued ed o e information provided in the permit application and accompanying plans and specifications and is subct the compliance wi those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit 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 re uired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official 0 Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Friday, July 7, 2017 12:05 PM To: Permits CommDev 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 4301 Newcombe St Property Owner Name John Bulik Property Owner Phone 720-318-3346 Number Property Owner Email Diamondexteriors@yahoo.com Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Diamond Exteriors Contractor's License 090245 Number (for the City of Wheat Ridge) Contractor Phone 3035172040 Number Contractor Email Address diamondexteriors@yahoo.com Retype Contractor Email diamondexteriors@yahoo.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing 30 yr dimensional shingle Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 20 material selected above? Does any portion of the Yes property include a flat roof? If yes, how many squares 4 on the flat roof? TOTAL SQUARES of all 24 / roofing material for this project Provide additional detail house only here on the description of 2 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) 9800.00 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 Douglas Smith Email not displaying correctly? View it in your browser. 3 Licensed and Insured 20 Years Experience E-mail: DiamondExteriorsta@yahoo.com whw.DiamondExteriors.com o il 3615 S. Kipling St. Lakewood, CO 80235 Ph# 303-517-2040 Fx## 303-479-1643 NAME J ti HOME PHONE JOB ADDRESS ( U.X CA2 5'-F CELLPHONE 7e • eyco CITYAND STATE V1 04f- CZ -ZIP BILLINGADDRE S INSURANCE CO. CLAIM #. O ' CI .I MORTGAGE CO. THIS IS AN AGREEMENT AND CONTRACT tETWEEN DIAMOND EXTERIORS. HEREIN CALLED CONTRACTOR. AND HOMEOWNER. Contractor agrees so perform described smock for Homeowner in accordance with m construction practices unless otherwise specified Additional details u to arty other spaafications shall be shown berefo and made a put berof. Any prior reptesemahoas no included herein, do not survive the exeaniom of this CMftact r is the entire agreemeat ecovea Roof With (M f .115 /cam L _ CI� up and Haul Off Roofing Debris fd"groan Gutters of Roofing Debris U'Gijarof Shingles - T�Te✓. t. ►: oro n . Al is for Nails `. woof ear Off all Layers ctuTer's Limited Wan auty4,44tCf9 /M Yea Ca�idge MAG, l ,L-�- to tee on Craftsmanship --- . Yeas ❑ 151b Felt Paper ❑ 30Ib Felt Paper lY#c7-� L emove and Replace ALL hail damaged items as specified Q<aalley to Code Requirements insurance adjustment for amount specified by insurance g etas Edging to Code Requirements ad ent Ue!is and Pipes to Code Recquiremen€ t Chimney and/or Skylights Reflashedt C . fje.x L oST iib t F ❑ Open Soffit dosed Soffit A140 E HEREB;r PROPOSE to fwnish labor and materials complete in accordance with the n of $ MVJNTS Lzo�i 1- O i e �JJ TN t,.l 1 tJSJ AIJG�i for the >k DAMAGE Should Homeowner become aware of damage to Homeowner's property by Contractor, his agents or employees; said damage should be brought to the attention of the Co uraetorprior to the time ofpaymew for the wort in questiomt. If Homeowner Gift to notify Contractor of said damage within five working days of occuream then Hot>xoaner *W waive an rights against Contractorconcerning said damage. - iNSURANCE Homeowner agrees to assign Contractor all tights Homeowner bas;inany Casualty and Homeowner's Irsmaoce should some be available toward the payment, of wort performed by Contractor not to exceed the amount ofhis contract prim Said assignment shall not relieve Homoowmr ofbis obligation to pay in full per "{ams mid conditions ofthe ewntract DELAYS Homeowner hereby acknowledges dw Conuaztormay be subleet to delays occasioned by inckmem weather, labor disputes, and material supply shortages Much, are beyond the control of the Contractor and Homeowner hereby accepts any delays occasioned by one or all of these cactmWanccm Should any and all payments not be made according to Bit Agreed payment schedule, or if sastifactory an angoments for payment are not met, Diamond Exteriors reserves the n to stop an work until etch time that satisfactory payment aasngements have been made. ACCESS TO WORK Homeowner grants the Contractor fun access to entire perimeter oflwihting fez staging and executica of work orales otherwise agreed. Diamond Exteriors will not be liable for my damage to soft or onfertive driveways dee to staging or work arm and /or delivery of materials. SUPERVISION AND QUALi7Y CONTROL The Contractor shall supervise and direct the work. using his bolt skill and attention. The fomaacmrstiall be solely responsible for all construction mom meihoda techniques. and all portions of the work and quality control under contract. 9 x4 procedures and for contracting and performi INSURANCE NEGOTIATIONS It is understood and agreed that Diamond Exteriors is empowered to contact Homcowner's l> satmtt tAnjgtany and meetwkh their mptesmWiv_"a'�en order td negotiax the and to slates the on the property. Diammd Exteriors resents the right to file for emental ilea dux to delle - repairor teplacwnetn work to be darn anPPl eg6nguaal iosti ance adlr in This contract is entitled to overhead and profit benefits when and where applicable. Homeowner al; agrees to provide all necessary documentation far claim and all pertinent doarneatatiou to fatal 'apaytaclifiom insiraace ria trod *mortgage company. BUYER'S RIGHT TO CANCEL. - Homeowner may tamotel this amnacl by providing and Diamond Exteriors receiving writtee>btrre afl�a�PfflCe to t>m ofthe tbad business day after the date of this comma All other cancellations will be subject to a caocellat fee ttf 51500.00 or 15%oftrontraded wok not yet complete whichever is gmrfec Hameowme fiathc a t�isto>rmo "Cork tyet completed includes any applicable overhead and profit. Homeowner m pay Contractor the cane'. fee should Homeowner cancel this contract for any reason prior to the initiation of any of the coal sale property of Diamond Exteriors PAYMENT = Homeowner hereby agrees that if the amounts due and owing thereunder are not paid when dux; Homeowner simil be tieble to ply ad Costs odcollectio n, including but not limited to; reasonable attorney fns and costs. which amounts, to with an scans die and owing hereunder, shall bear interest at 13% fm -per month. WARRANTY Labor Warranty does act inchdc damage caused by Iigbtrung, gale (50 mph) force l rnicane, tomedo, hails boon impact or foreign objects. or other cracimtg sue to settleamit, distortion, failure or cracking of walls or foundation o the bmWmg. This labor warranty is aontransfemble. Punch items and repairs we covered order warranty. withbew amoonts for repairs and completion will not be related to. associated with or coumared owner agrees that the trained amount far sty and all completions or repairs will not be greater than the cost ofthe imam for completion or Homeowner to �' is vol adnB balance. Hum � received. Homoow>� agrees that any of ncroca Toned warranty is void wt eniloa eowncr allows another contractor to t wok r Diamond Exteriom. afonmmtnotted warranty is void if payment in fun i oxrnpide repair performed by This amount includes Homeowner's dedoch`We as well as overhead and profit Terms applicable to replacement cost coverage policies only. If Homeowner has non-recoverable depreciation Homeowner agrees to pay those amounts to Diamond Exteriors. Homeowner is respons%le to pay for any required code upgrades not covered by insurance company. Payment Terms: d tion chec time of contract, A� chec de ' f materials, balance upo n other W C.S / • % 1 �jG �f%! ��f L14�/?" " ?.V-) �0 :e checks payable to Diamond Exteriors.spa t made wi it card will be charged an additiord3% convenience fee. A% C " .. � rri^- e ORIZED REP ENT URCHASEWS SIGNATURE EMAIL DATE /N ME VAL PURCHASER'S SIGNATURE EMAIL DATF. 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: A!�r Permit Number: ❑ No one available for inspection: Time 4All/PM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: �� J� Inspector:('- DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE` Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:, Job Address: 4/ °Q I Aj,"e (cam, LC S Permit Number: � C/ r ❑ No one available for inspection: Time%/�%�` AM/ Re -Inspection required: Yes No When correcfio s�h✓av been made, call for re -inspection at 303-234-5933 Date: % > ,l Inspector Dd NOT REMOVE THIS NOTICE r�� f �le�c�7►� b� 5�- ��11 � -I1 NOW 'pal INSPECTION RECORD SA *M. INSPECTION REQUEST LINE: (303) 234 -5933 Occu panc y/Tvoe U Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Monolithic Slab Reinforcement Caissons Concrete Encased Ground (CEG) Footing /Stemwall P.E. Letter Do Not Pour Concrete Prior Tn Annrnval rff Thn Ahnvn Underground /Slab Inspections Date Inspector Initials Comments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below/ In -slab) Heating (Below/ In -slab) LJV I JUL wver under round or selownn -biao worK vrlor 10 Approval Of The Above Inspections Rough Inspections Date Inspector Comments omments Wall Sheathing Roof Sheathing Lath / Wall Tie Rough Electric Rough Plumbing Rough Mechanical Gas Piping _ Do Not Proceed Without Approval Of Above Rough Inspections Rough Framing Insulation Drywall Screw / Nail Final Inspections Date Inspector Comments Initials Final Electrical " -GGL AW12 CA-Jr ) Final Plumbing FinalMechanical F Roof Final Building / Frame Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking ROW & Drainage / Public Works Dept. inspections call 303 - 235 -2846. For ROW and drainage inspections call 303 - 235 -2861. For fire inspections Fire Inspection / Fire Protection Dist. contact the Fire Protection District for your project. "Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather E 4' r CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type t=° x ; R Job Address VZ91 AlAGVe,9,wg 5 Permit Number WO/I MOW F. E. No one available for inspection: Time € % AMAP�1� Re- Inspection required: Yes NOTICE ❑ No one available for inspection: Tirr;@ AM /PM Re- Inspection required: Yes _;` f When corrections have been m dJ sspect ion at 303 - 234 -5933 Date: Inspector / / / DO NOT REMOVE THIS NOTICE �, — {uvu� cuu -coup vuuc, �uvo� cuc -o�c� rcu INSPECTION NOTICE Inspection Type Job Address -a3c.)r Permit Number ' ! / c :)(/ F ne available for inspection: Time >ection required: Yes AM /Ph City of Wheat Ridge _ter ► J Residential Solar PERMIT - 111011 PERMIT NO: 111011 ISSUED: 08/23/2011 JOB ADDRESS: 4301 NEWCOMBE ST EXPIRES: 08/22/2012 DESCRIPTION: Install ground mounted 10 kw solar PV system * ** CONTACTS * ** owner 303/523 -4380 Roberta Stewardson sub 303/420 -5009 Sean Murphy 08 -0229 SolarTek Energy of Denver Inc sub 303/355 -9745 Paul B. Hunt 02 -2026 Triple HHH Contracting & Suppl ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION; 30,000.00 FEES Residential Solar 500.00 Total Valuation .00 ** TOTAL ** 500.00 Comments: Conditions: KC: OApproved per plans, red -line notes on plans and engineer letter. Must comply with 2006 IRC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. S further attest that I am legally authorized to include all entities named wi in th' document as par es to the work to be performed and that all work to be performed is disclosed in this docum an or s' accom ng rov plans and specifications. Signat a of OWNER or ONTRACT (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction.. Approval of work is subject to field inspec F, rion. Signature f Building offical Date INSP ION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ti� City of IV beat Ngg CC)MMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Property Address:. ISO Alt 12o, Property Owner (please print): l?o bea CFA Sae. t 4-a cr.✓ Sort Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: - �f Tt k- Contractors City License #: l / i Sub Contractors: Electrical: �('ft;�tL t}Ei'tl Cp,.Ii-, City License# ot-m- c 2( De Work (?V0(..4 KM f/ / U k o'• Plumbing: City License# Mechanical: City License # Review Fee (due at time of submittal): t o Squares BTU's Gallons Amps Sq Ft. O WNER/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 ( CONTRACTOR r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: V C1 J1 .. SIGNATURE • DATE: > �I Date: pg Plan # Permit # l `� Phone: 303 - 5�3 Phone: ' -k Co V TIT -p W N , Z m O Z y m m m r Orr z m m 0 0 A A 71 r y m m A W r W p Z O* m O Z A O ti�� O T m M MC (( N O O r K M m 0 0 0 -1A z m m N m m O y mN O�m\ OA Dy < D < N fn DZ�NO xoy,MCODO� m A m C N D = m A ij m N y m O >� ZAOpmmCZ� �OO�yN nZ OC. O N C o ZrZm, <CAO O A ° O O Z E O 4Yy y" X m N y �m -i° {O AnIGZ yC YtD/1C 0 0 n0� m r m W Z m o D O n Z 0 Z L N m m O N K 2 r O O C O A AA m ti ZD m0 Zmrzo Off? ' �z OZ ZA O Dymz(zoo m -ICY Dr m ow_�O' o Z N m � nA mZ Oz =Z 0X2_ -IZ l m W{ >m �C,w OONmlooi 0 y A A m O 00 y2 D OA C~mCZAZ _ _ t Z y O D Z � ' A$ ! � N A m L7m [ `� Dm 2m A A° 0 f 0 m2 N m m y m < Z r y N >Z N DO K A Vl OF) 2 ym ° �O m m ° N n z O > Z ° zn -, a � zg Z A D ja .. I I* 70,1 YYY c �Y v 1 m mo my ��f X p o y m ES i v _ i W i Vi CD m iv m2N CrJ lv � O �I p��Z �i r 1A > DD �Z XXSS CD Q �< 2 ym ° �O m m ° N n z O > Z ° zn -, a � zg Owll± r�� x ja .. 4yo YYY c �Y m mo my ��f X p o y m ES i v _ i W i O m iv m2N •S�W O �I p��Z 1A > DD �Z N °rte g8 :3> oM >,o �OCA�''sJ1 2 mOm �(7N X m Z m A O C7 < 4Y m D D w Dr�o Wpm 'O O Z m A Z n {� 'a nti OOA P A O m0 Novop 1 ZT 0 0 D Ofn+i OCm O O W H r N Ln ? D w R Ai co co z 0 W R 1 " 3 0 CD Y : m F D G 1��I OL 0 Lo y CD CD A o z z L J ® c CL O Fk E4 6l a nor �. oar �''C 'fl ro m M C o CA co 9 9 t ' dY rig. a 3ellm M 3YI m �nro �m r Lo O (7] co moonm y m p _ rt ninon m p � p O m g:: 3Y0.11 M � p O C Uq N 3YIPJII M j w 0 I v A <n Z200C n A Z N N Q y O C +I GYS 3n� o' o �m ° o O V c D D cri zy 3Y4on M mo m Owll± r�� x 4yo m mo my ��f X p o y m ES i v � N i W O m iv r O.� •S�W O �I p��Z CHISHOLM CONSULTING SERVICES, LTD. Structural Engineers 1074 S. Alkire St. PRODUCT 204 1$inalesAaAI W 11WMI ,oB IL -Oih C R65T Kee Y301 Newcdm 6 �Lr� CALCULATED BY I�Q RCc r. Key �f' DATE 8/16/4 CHISHOLM CONSULTING SERVICES, LTD. Structural Engineers 1074 S. Alkire St. LAKEWOOD, CO 80228 (snal Qla_R9M JOB lilR �ofiK �e5c e tE, 43flI Neu/(065 Meo W (' SHEET NO. L OF 3 CALCULATED BY 10 (r,� G. �Ces(cc DATE 5o b 3 �ra� �oTF CHISHOLM CONSULTING SERVICES, LTD. Structural Engineers 1074 S. Alkire St. LAKEWOOD, CO 80228 (303) 914 -8202 0 I d(( r r Ir — S oo. ay s [ x Y_ 6 ee doh 50L �JA QP -OEWCe 430[ NtW(oz'be� Y SHEET NO, 3 OF CALCULATED BY — W — `fCI ` . I�ie4Ke DATE 6HE6NEB$Y �� g I Z 6 DATE Signe .._...,Plan Checker nannurr vw.vs�m. m.na �no-vo>inw Sq RIGHT-OF-WAY BASEMENT GraphieScale 111 80' r� I 80 '4"4'ES'T 133" - - va 1+ Solar PV Artay � W° `� R Ground Mount ,At kaA 15' t SolarTE Energ of Benner c� 1767 Denver West Blvd Suite A 4 Golden, 00 80401 9' Client. U 0*10 Jo hn ull / Robe ardson X 301 Newco be t �� Wheat Ridge., 3 I 55'6 3/4" }V +I Available with Black frames & Black backsheeting (shown) as well as Silver frames & White Backsheeting Advanced low iron tempered glass. Anti - reflection coatings and high transmission rate increase power output of the module High quality EVA and TPT for enhanced durability and weatherproofing 25 year limited warranty: 7 years materials & work- manship; 12 years 90% max power; and 25 years 80% max power IP 65 rated junction box with MC 4 connectors IEC 61215 qualified for extended 2400 Pa wind loads, 5400 Pa snow loads as well as hailstone im- pacts Positive tolerance modules with +5 W High strength aluminum frame. Withstands heavy loads and allows for easy installation Certifications include ISO 9001 & 14001, UL 1703, TUV, CE, VIDE, MCS and IEC 61215 & IEC 61730 C MM C a Val MCSi High- efficiency monocrystalline solar cells. Produces high maximum power output even under low light conditions IV Curves 10 8 Incid.irrad 800W /m' Incid.1rrad= 600W /m - .....� Incitl.Irratl�00w /m' 82.BN 2 In 200w/m' 38.1W 0 0 5 10 15 20 25 30 VoltageM Cell temp. -25 °c a v U Lncid.Irad= IDOOW /m' Operating Cell Temp ID °c.Pmpp 234.9W — Operating Cell Temp 25 °c Pmpp 220.6W 2 -- Operating Cell Tamp 40 °c Pmpp- 206.2W 1 — Operating Cell Temp 55 °c Pmpp= 191.8W m — Operating Cell Tep 70°c Pmpp= 177.3W 1 n t ,n tc on �t an u Voltage[V] VOC I$C. Max Electrical Characteristics 30.5 769; 36.8 8:55.' 1000V 30.7 31.0 31.1 781.,w 7.90+ I 8:03; 36.9 37.0 37.1 8 73 000V 1000V 1000V *outputs given at STC 1,000 W /m' 25 AM 1.5 This publication summarizes product warranty and specifications, which are subject to change without notice. Additional information is found on our website. Module Diagram Fronius IG Plus PV Inverter The first c omolete solution. Pro An outstanding addition to the family: The next generation Fronius IG Plus inverter builds on a successful model with multiple enhancements, including maximum power harvest, a built -in six circuit string combiner, integrated, lockable DC Disconnect, significantly improved efficiency, and unbeatable reliability. New, larger power stages expand the proven Fronius IG family from 2 to 12 kW in a single inverter. ( ! v Recommended PV-Power (Wp) DC Startup Voltage Max. Input Voltage (at loon wire 14 - F ( -10 °C) in open circuit operation) Nominal Input Curr Max. usable Input Current Admissible conduct size (D C) Number of DC Input Terminals Max. Current per DC Input Termin 250 -3 1 3200 -4400 1 4250 -5750 1 5100 -6900 1 6350 -8600 18500- 1 9 700 -13100 1 9700 -13100 11020 - 230 ... 500 V 245 V 8.3 A 10.5 A 14.0 A 17.8 A 600 V 13.8A 16.6A 20.7A 27.6A 31.4A 31 A A 33.1A 23.4 A 28.1 A 35.1 A 46.7 A 53.3 A 5 A 56.1 A No. 14 - 6 AWG 6 20 A; Bus bar available for higher input currents (OUTPUT DATA Fronius iG Plus 3.0 -1 UNI 3.8-1 mu 5.0 -1 Uxi 1 6.0-1... ".7.5 -1 Ux 1 10.0 -1 Ux, 1 11.4 -1 Ux 11.4 -3 U 112.0-3 wvran'( Nominal output power (P nom 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 11400 W 12000 W Max. continuous output power 95.5 % 95.5% 96.0% 96.0% 96.0% 96.0% 96.0% n.a. 96.0% 104 °F (40 °C) 208 V / 240 V / 277 V 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 11400 W 12000 W Nominal AC output voltage 208 V 1240 V / 277 V 208 V 1240 V 277 V Operating AC voltage range 208 V 183 - 229 V ( -12 / +10 %) (default) 240 V 211 - 264 V ( -12 / +10 %) 277 V 244 - 305 V ( -12 / +10 %) Max. continuous 208 V 14.4 A 18.3 A 24.0 A 28.8 A 36.1 A 48.1 A 54.8 A 31.6 A "' n.a. output current 240V 12.5A 15.8A 20.8A 25.0A 31.3A 41.7A 47.6A 2T4 A" n.a. 277V 10.8A 13.7A 18.tA 21.7A 27.1A 36.1A 41.2A n.a. 14.4 A" Admiss co size (AC) No. 14 - 4 AWG Max. continuous utility back feed current 0 A Nominal output frequency 60 Hz Operating frequency range 59.3 - 60.5 Hz i Total harmonic distortion <3% Po f ac t or 1 GENERAL DATA Fronius IG Plus I 3.0 -1 ux I 3.8 -1 Ux 5.0 -1 UNI I 6 .0 -1 uN1 1 7.5 -1 U.i I 10.0 1 Ux, I 11.4 -1 uu I 11.4 -3 mu 12A Max. Efficiency 96.2 % CEC Efficiency 206 V 95.0% 95.0 % 95.5 % 95.5 % 95.0 % 95.0 % 95.5 % 95.0 J'0 n.a. 240 V 95.5 % 95.5 % 95.5 % 96.0 % 95.5 % 95.5 % 96.0 % 95.5 % n.a. 277 V 95.5 % 95.5% 96.0% 96.0% 96.0% 96.0% 96.0% n.a. 96.0% Consumption in standby (night) < 1 W Consumption during operation 8 W 15 W 22 W Cooling Controlled forced ventilation, variable fan speed Enclosure Type NEMA3R Unit Dimensions (W x H x D) 17.1 x24. 8x9.6 in. 17.1 x 36.4 x 9.6 in. 17.1 x 48.1 x 9.6 in. Power Stack Weight 31 lbs. (14 kg) 57 l bs. (26 kg) 82 lbs. (37 kg) Wiring Compartment Weight 24 lbs. (11 kg) 26 lbs. (12 kg) 26 l (12 kg) Admissible ambient operating temperature 4 ..122 °F( -20 . +50 °C) Compliance U L 1741 -2005 IEEE 1 547-2003, IEEE 1547.1 A N S I /IEEE C6 2.41, F Part 1 A& B, NEC A rticle 690, C22 2 No 107.1-01 (Sept. 2001) PROTECTION' DEVICES Fronius IG Plus 3.0 -1 ux 3.8 -1 UU 5.0 -1 U 8.0 -1 7.5 -1 10.0 -1 UNI. 11:4 -1 11.4 - 3 12.0 -3 Ground fault protection In ternal GFDI ( Fault Detector /Interrupter); in accord with UL 1741 -2005 and NEC Art. 690 DC reverse polarity protection Internal diode Islanding protection Internal; in accordance with UL 1741 -2005, IEEE 1547 -2003 and NEC www.fronius- usa.com " ' City of Wheat Ridge . r te / Resid. Windows /Doors PERMIT - 101885 PERMIT NO: 101885 ISSUED: 08/02/2010 JOB ADDRESS: 4301 NEWCOMBE ST EXPIRES: 08/02/2011 DESCRIPTION: Replace 7 windows in residential * ** CONTACTS * ** owner 303/523 -4350 Roberta ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** Permit Fee ESTIMATED PROJECT VALUATION: 2,800.00 FEES 50.00 Total Valuation .00 Use Tax 50.40 ** TOTAL ** 100.40 D 50 Conditions: Tempered glazing is required within 24 inches of doors, in tub enclosures, and as required by code. Replacement windows shall have a U- factor of .35 or less. Inspection prior to covering is required. 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 appli2ion and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other app, i c`15le Wheat Rigbe Ordin4jiges, for work under this permit. Plans subject to field inspection. L / - /a n /0 date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not - exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for 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 proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Signature of INSPECTION REQUESTS M date IT LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of ,3,... heat ` � %b`� NIT COMMUY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application 1?a operEy Adtlioss f�Q / zle r J� cc�& &P � Property Owner (please print) b 2i z-6 j � �.w , Phc � C Date Plan # Permit #iold��- Mailing Address: (if different than property address) Address: C't St t Z: Ed i y, a e, ip. irantracton: Contractors City License M Phone: 5(tb'Contractors Electrical: plumbing: Mechanical: City License # City License # City License # Des�nrit8on�ot'�iork Contra t Value: $ �SOO < °O Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants; easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full .responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (C or (AUTHORIZED REPRESENTATIVE) (OWNER) (CONTRACTOR) y, PRINT NAME: /z�J14L}/e SIGNATURE: �c6To,:ZcOc�._�..L — DATE• 6}1o7 /1D /p ,.a:�a_y� i.r�r Bldg Valuation: $ o CITY OF WHEAT RIDGE f Building Inspection Division (303) 234 -5933 Inspection line ( 303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE iD Inspection Type: AFR= Job Address: f�3p irlF�Ceryrl3f fs Permit Number: /�OSoS I:: r ❑ No one available for inspection: Time S M Re- Inspection required: Yesa When corrections have been made, call for re at 303 - 234 - 5933 Date: 13 Inspector: / a 7' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection fine (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: rA45 �-,w,4 Job Address: Via / 7- Permit Number: oc�t�S�y ,4f (2oc1,cV ❑ No one available for inspection: Time ' ?o A PM Re- Inspection required: Yes No ' When corrections have been made, ca/i for re inspection at 303- 234 -5933 Date: S to 4 Inspector f DO NOT REMOVE THIS NOTICE C - �T �V 5 "4' City of Wheat Ridge Homeowner Roof PERMIT - 100805 PERMIT NO:` 100805 ISSUED: 03/31/2010 JOB. ADDRESS: 4301 NEWCOMBE<ST tEXPIRES: 09/27/2010 . DESCRIPTION: Reroof 20 sqs-with 30 qr shingles ***CONTACTS ; owner 303/523-4380 Roberta Stewardson PARCEL INFO ZONE CODE : UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ A FEE SUMMARY ESTIMATED. PROJECT VALUATION: 3,540.00. FEES Permit Fee 126.50 Total Valuation .00 1r Use Tax 63.72 ~r~ **TOTAL 190.22 - t Conditions::.. 6 nail installation& mid-roof inspection required.. Board sheathing spaced more thana 1/2 of an inch apart requires plywood overlay on entire roof. ice and water shield required. from eave edge to 2.' inside exterior walls. ..***Contractor. or Property owner shall provide ladder(s) secured in place for inpsections. It is the responsibility of. the person/firm requesting the inspection to insure roofs are clear for inspection. Scheduled inspections that cannot be performed due`. to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re-.inspection fee of $61.00 will be assessed. 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 Iassume full responsibility for compliance with the. Wheat Ridge. Building Code (I.B.C) and all other es, for work under this permit. Plans. subject to. field inspection. appli Is Wheat Ri e Ordin ayc / ~ Signature of contractor/owner date , 1 Thi it f the i d i i i f th i li ti d i b t t th l ith th . s perm was ssue n accordance w e prov s ons set or n your app ca on an s su jec o e aws o State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date.. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit. expires, a new permit may be acquired for. a. fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes. have been or if suspension or abandonment exceeds one (1); year, full fees. shall "33 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 proceeding with successive phases of the job. 6. The issuance of 'a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the -buildingcodes or any other ordinance, law, rule or regulation. .All.. plan nevi w 1 subject to field inspections. Signature of h e uilding Official ` date INSPECT NREQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 ° REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. r . 1 bAa - 11 Illy Of W ~1eatCge Date: COMMUNITY DEVELOPMENT Plan # Building & Inspection Services Division / Permif# l 7500 W. 29t" Ave., Wheat Ridge, CO 80033 OD,v~r . Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application property Address ✓ /ye(,J CD M to e S f Property Owner (please print): Jim s{Qwa2(Sn~ Phone: 3cD3-5.23-4-3&0 Mailing Address: (if different than property address) Address: City, State, Zip: Corlfractdr: A114 License Electrical: Plumbing: Mechanical: City License # City License # City License # D~crtatlor►ofwArk9 Y6p1ecce. Voo-/' 4L,1 ,¢h C-w 30 yr Sh ,I,& Contract Value: $ Review Fee (due at time of submittal): Squares Q-D BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed. by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I: have read and agree to abide by all conditions printed on this application and that i assume full responsibility . for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property . to perform the described work - and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (v/OnnWNER (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE)f (OWNER) (CONTRACTOR) PRINTNAME: ry06P Sd~asu oa) wa/US~ SIGNATURE: DATE: 6? l yaP Cam' ,a il' ✓,l..~".c ,d x.v s. ~~t?,e ls~z"aA nf,,.`?a?, /afif~RE,~Y]EPA`RTMEN~T 73ppproyed LY/~cammgts Ot-Gisap~oved gwo rey~ew~required ,r~ Bldg Valuation:$ COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 18052 BUILDING INSPECTION LINE -(30S-2S4-5933) Date : 11/16I2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: Roberta stewardson Property Address : 4301 newcombe street Contractor License No. : Phone : 303-523-4380 Company : Phone : OWNER/CONIRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify ihat the setback dislances proposed by this permil application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or cove,nants, easements or restrictions of record; lhat all measurements shown, and allegations made are accurate; that I have read and agree to abide by all condi[ions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Buildinq Code (U.B.C.) and all other applicable W Rid e or inanc or wor,~k /under this permil. (OWNER)(CONTRACTOR)SIGNED, -Y~ O / i L~f ATE I ~ Valuation : $250.00 Permit Fee : $30.55 Use Tax : $5.00 Total: $35.55 Use: Description : Add new bathtub to exsisting plumbing, repair to old drywall Zoning °Commentsc Approval : Zoning : ~ui{dtng Cqmmifints: , Approval : Publio War4s GqmmeiiW'; Approval : Occupancy : Walls : BUILDING DEPARTMENT USE ONLY ~a 0 Roof Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: SIC : Sq. Ft. : Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: (t) This permit was issued in accordance with the provisions sel forth in }wpur 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 (e) the building authonzed is suspended or abandoned for a period of 720 days. (3) If lhis 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 onginal plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full faes shall be paid for a new permit. (4) No work of any manner shall be done that will change the naturdl Flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive wrilten approval on inspedion card before proceediing with successive phases of the job. (6) The issuance of ~iit pproval of drawin hall nol be conslrued to be a pertnit for, nor an approval of, any violation of the provisions A g codes or any oth .~~ul~lion. Chief Bui ' Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: oF w"E"T~, BUILDING INSPECTION LINE - 303-234-5933 Date: ~ g CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) `°~°a^°° APPLICATION PropertyOwner: c(x:'~+9 s'cccS•/(c.,a, Sa'r~ PropertyAddress: 4-b/1UQ4X0vnb6,9o'eef" Phone: 303--~a3 Lt3 go Contractor License No.: ',.Vi '900 -3 3 Company: Phone: OWNER/CONTR4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify Nat the setback disiances proposed by [his permil aDPlica6on are accurate, and do not violale applicable ordinances, rules or regulations oi the Cityof W heat Ridge or covenants, easements or restrictions of record; ttiat all measuremenis shown, and allegations made are accurate; thal I have read and agree to abide by all conditions' prinied on this application and that i assume full responsibility for wmpliance with the Wheat Ridge Building Cotle (U.B.C) and all other applicable Wheat Ridge OrCinances, for work under this permil. (OWNERxCONTRAGTOR):51GNE0~`~ .C/~PSYly~ya_aGB~1TE~~~W~~y (OWNER)(CONTRACTOR):PRIMED E)ATE Value:$ Permit Fee:$ Plan Review Fee:$ iTcP TaxA Total:$ Description: Y¢)O/aae-GtifhfabCGcu'~.Qia,kuna~ au~WRa?re~~leP~o.ce.tmC2e-~~e1 YY.p&~{e GM~ - /it-tJ i-% IL Vh ~-'f'~ih..otrYY! D~7 ~ Y C✓s.dC.MG~. ~Ja"~h~ Sq.Ft.added Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) T#iis pertnit was issued in acwrdance with the provisions set foAh in your applicalion and is subject to the laws oi the Stale of Colo2do and to the Zoning Regulations and Building Codes oi Wheal Ridge. Colo2do or any other appiioble ordinances of the Ciry. (2) This permil shall expire if (A) the work authorized is not commenced within sirzty (60) days from issue date or (B) the building authorized is suspended or abandoned (or a period of 120 days. rovided no chan (3) If Nis permit expires, a new permit may be acquire0 for a tee of one-half the amount nortnally required, p 9es have been or will be made in the original plans and specificaUons and any suspension or abandonment has not exceeded one (1) year. It changes have been or if suspension or abandonmenl excaeds one (1) year, fuil fees shall be paid tor a new permit (4) No work of any manner shail be done that witl chanBe the nalural flow of waler causing a drainage problem. (5) Contraclor shall notily the Building Inspedor twenty-four (24) hours in advance for all inspectlons and shall receive written approval on inspection prd before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of d2wings and specifications shall not be consWed to be a permit for, nor an approval of, any violation of the provisions of the building codes a any olher ordinance, law, rule or regulation. Chief Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: ~ V ~v ~ ~ I ( r, ' • O ~ n ; ~ • ~ ~ ~ ~ ~ ~ C~ 1 J 1 . ' r h! _ c, G"-~ ~ : ~ V ~ ~ z F-11-1 1 - Q ~J ~ ~ ~ ~ G ~ 4~ - STEVEN D. LISTER Pwlessiona/ Lentl Surveyor May 21, 1999 LANE ENGWEERING SERVICE, INC. A PROFESSIONAL CORPORATION 9500 W. FOURTEENTH AVE. • LAKEWOOD. COLO. 80215-6916 TEIEPHONE (303) 233-1681 Mr. Mike Lareau 4301 Newcombe Street Wheat Ridge, Colorado 80033 Dear Mr. Lazeau, RICHARD M. ROMBERG Piotessione/ Enginear We have completed the survey of the north and east portions of your property and four copies of the survey are enclosed. During our reseazch into the easement used by your neighbors we found the following: Neither of your neighbors have the access easement recited in their deeds. 2. The easement first appears in the deed from Baker to O'Meara recorded in book 737 at page 117, dated October 9, 1951. The deed refers to "other land of the first parties to the south of said land". The next deed from O'Meaza to Kennah recorded in book 1201 at page 510, dated June 18, 1959, changes to language of the easement from "other lands owned by the grantor" to "other lands to the south of said land". 3. Baker deeded the property to the south of your tract to Peters in deed recorded in book 1537 at page 406, dated October 1, 1962. The easement is not recited in the deed. 4. The Bakers did purchase the property to the east of your house by deed recorded in book 1115 at page 566 dated May 21, 1955, after the sale to O'Meaza and the creation of the easement. William Baker died in 1972, Evelyn Baker transferred the property to the east of your home to the Baker-Miiler Loving Trust by deed recorded in reception number 90039394. No access easement is mentioned in the deed. Yours tnxly, Steven D. Lister r DEPARTMENT OF PLANNING AND DEVELOPMENT - BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 4301 Newcombe Street Contractor License No. : Company : Building Permit Number : 7896 Date : 10/5/98 Phone: 424-8864 Phone : OWNE_R/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, 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 QU.B.CJ and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNE_R)(CONTRACTOR) SIGNED DATE Use: De:>cription : Move meter housing to outside carport and install new housing and shut offs Elecl;rical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiiration Date : Approval: Expiration Date : Approval: Construction Value : $500. 00 Permit Fee : $45. 00 Plan Review Fee : $0. 00 Use Tax : $12. 50 Total: $57. 50 Expiration Date : Approval: (1) This permilwas issued in accordance with the provisions set forth in yopur application and is subjecl to the laws of the State of Coloredo antl to the Zoning Regulations and Buildiny Code ot Wheat Ritlge, Coloratlo or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorizetl is not commenced within siMy (60) days fmm issue da[e or (B) the building authorizetl is suspentletl or abantlonetl for a penotl of 120 days. (3) It this permit expires, a new permit may be acquiretl for a fee of one-half the amount normally requiretl, provitled no changes have been orwill be made in the original plans and specifiwtions and any suspension or abandonment has not exceetled one (1) year. If changes are made or rf suspension or abantlonment exceeds one (1) year, tull fees shall be paid tor a new permit. (4) No work of any manner shall be done thal will change the natural Flow of water causing a dreinage problem. (5) Cont2ctor shall notify the Builtling Inspeclor hventy-four (24) hours in advance for all inspections and shall receive wntten approval on inspedion wrd before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be conslrued to be a permit for, nor an approval of, any violation otthe provisions of the builtling codes or any oiher ordinance, law, rule or regulation. Chie Buil lng I r THIS PERMI 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 Properry Owner: Md1l'e 8Ma " LCtfeC,t\.A Property Address : t13C I i~%e w cp 1'~ ST W~tc~C'af Pi ~phone :efa-9 c~~Ca 4( J Contractor License No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT onstruction Value : oa I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applieable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of rewrd; that all measurements shown, and allegations made are accurate; that I have read and a9ree lo abide by all conditions prinled on this application, and that I assume full responsi6ility (or compliance with the Wheat Ridge Building Code (U.B.C.) and all other appliwble Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED i714~1 7lCG~lGUU DATE U58 Description : Mue rheT~r -1 IrosIull ueLv l\o usiAiQJ Te c~J s10-e ~'arp~sr'F v~,,s,yuvve 1~1 .s~tu~~7~~s BUILDING DEPARTMENT USE ONLY SIC Approval: Zoning : EmfdltfmCbgCm Approval: P_ABI ayglK~ Approval: Occupancy: Electrical License No Company: Expiration Date : Approval : Walls : Roof Plumbing License No : Company: Expiration Date : Approval: Sq. Ft. : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This pefmit was iuued in axoidance with the pmvisions set toM In yopur appliwtian and is su6jea to the laws of the State ol Cobndo an0 to the Zonirq RegulaGOns and BuilEirg Cotle of Wheat RiEye, Cdorado or any oNer applica0le ordinances ol the Ciry. (2) This pertnil stwll expire il (A) the work aNhonzetl Ls rrol commenced wiNin sixry (60) Eays Irom Issue Eale or (B) the buildifp aulhaized is suspe`Med a aEaMOneA lor a peAOE of 740 days. (3) I( Nis pemvl expires. a new pertnrt may he ecqWred for a fee o/ onchall the amounl imrmalM n.VuireE. Omvided no Uanges hava bem or wdl be made in the original plans and speafications aM any nuspension a abanAOnmenl has nol excee4eE one (1) year. 11 changes are maEe w il wspension a aDantlonment excee0s aoe (i) year, hll fees shall be pald lor a new permil. (4) No woAC ol any manner shall be done Nat will Uange the naWral Ilow ol water causing a d2inage problem. (5) ConVactw shall rwtiy the Buildinq Ins~or twenly-lour (24) hours in advance lor all mspecUO~s and shall receive wririen approval on inspeNOn caN belwe proceeEiing with sutcessNeph ase~ o Uxob. (6) The issuanca ol a pemtit a Ihe apqovel o'~Erawinqs and spetlfw6ons shall rwt Oe consWed to be a permil la, nor an approval of, arry NaWUon M the provisbne . W the DuilEinp codes a any other adinance, law. rule or reguWtion. Chief Building Inspector For Mayor Permit Fee : Use Tax : Totai : $0.00 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 INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 8987 5/28/99 Property Owner : Property Address : 4301 Newcombe St Contractor License No. : Company: Phone: 3034248864 Phone: 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 ayree 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 orginances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : $500.00 Permit Fee : $23.50 Plan Review Fee : $0.00 Use Tax : $12.50 Total: $36.00 Use: Description : Fence with 30' setb'bck of 4', then rest of distance is 6'. BUILDING DEPARTMENT USE ONLY R asm-, Approval : ACW Zoning : A-1 Approval: DM Approval : Occupancy : Walls SIC : Sq. Ft. : Maintain 10' wide driveway to adjacent lot as shown on attached drawing. 5-28-99 Roof Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws ot the State of Coloredo antl to the Zoning Regulations and Builtling Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall ezpire if (A) the work authonzetl is not wmmenced within sinty (60) days M1om issue date or (B) the building authorizetl is suspended or abandoned for a period of 720 days. (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount nortnally requireQ provitle0 no changes have been or will be made in the original plans antl specifications and any suspension or abantlonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment exceeds one (1) year, (ull fees shall be paid (or a new permit. (4) No work of any manner shall be done Ihat will change the naNral flow of water wusing a drainage problem. (5) Contrector shall noti(y [he Building Inspedor Rventy-four (24) hours in advance tor all inspedions antl shall receive written approval on inspeIXion cartl before proceetliing with successive phases of the job. (6) The issuance ot a permit or the approval ot drewings antl specifcations shall not be construed to he a permit for, nor an approval of, any violation of ihe provisions of ihe i ildi~ c~/ny o~ther o~rdina~nce, law, rule or regulation. ( o 6 Chief Building Inspector DEPARTMENT OF P'LAiJNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : . 7500 WEST 29TH AVENUE WHEA'i RIDGE, CO 80215 APPLICATIo N Property Owner :;n tkC -A M GrtA L ra v`e n , --l PropertyAddress: 1-(30( fTeut~'0~~~ 012,Rd.. phone:~f.2L~~'j,~LvLf Contractor License No. : Company : Phone : 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 restridions 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 ordinan s, for work under this pertnit. ~ (OWNE.R)(CONTRACTOR) SIGNED U~G C r~~ DATE ConstructionValue: SG~~ Permit Fee : 2,`3, Use Tax : I a, . SLl Total: a(Q DO Description: Ileek"re W11~1 30~SN~/SaC~ &47P~t~j~,uCe-~ 6 f7, BUILDING DEPARTMENT USE ONLY Ci t~lole~ ' 10 ~y1~►y(p,~.~j-sApproval /pt~5~1pWin Otn mtlOcNP.~{ Zoning a- ~ ~ ~y ~ B,rn J Approval J_ clc, Approval Occupancy : Walis Roof Stories Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Ezpiration Date : Approval : (1) This permit was issued in accortlance with the provisions set forth in yopur application anG is sub1ect to the laws of the State of Coloratlo and to the Zoning Regulations antl euiltling Cotle of VJheat Ridge, Colo2tlo or any other appliwble ortlinances a( Me Ciry. (2) This pertnit shall expire if (A) the work auMOnzed is not commenteC within sixty (60) days from issue date or (8) the builtling authonzed is suspended or a6andoned Mr a period ot'120 days. (3) II this permit expires, a new permit may be acquiretl tor a fee of one-halt the amount nortnally require0, provitletl no rhanges have Oeen or will Oe matle in the onginal plans antl specificatlons and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonment exceeas one (1) year, lull fees shall be paiC for a new pertnit. (4) No vrork of any manner shall be tlone that will change ihe naNrel flow of water causin9 a tl2inage problem. (5) ConVactor shall no6y the Building Inspector hxenty-bur (24) hours in atlvance for all inspeclions and shall receive wntten approval on inspection wrd before proceetliing with successrve hases of the job. (6) The issuance of a pertn e approval of tlrewings antl specificalions shall not be construed ta Ee a pertnit for, nor an approval of, any violatlon of the provisions of the builtling code~an oNe~~ .W, law, mle or regulalion. 1 y ~ tw 'tiN~. ~ _ 1 } - d.. _vE w s v N.s b.y 'bW'.+rV-+` ~ Ft to vb EY i <~y .k-:.S „~y r &jp T.-3 rlr rK''.-N I .6 F~ yr wool! 101 i _ ~ a x€ *a .u, t y x y ~ MAY Vey vl` Wt. W-M A r a. 4 - ee~ -k' -zr r; C ~ .Srr .v ~ ' ~ i x} s fix a a.' ' •rrv aE~ ° ~r . AS a ' •:1• ` F - c-'+. ~S''c `T`"~. F 20, „vim' pw At us" eAa y&. ,,,y.[ ti . Y P ro t x v y t t r c,~r-< Az \ . - Spa `uy"s<".r.. 3 '$F -s€ AV, x ^e-Y> TM -,ra,'~'x' 1 r..~. 3 _ '"'rte,.' 1 . ° - y .lf ? CCa-- -x xS t~ p _ TWi an N;ly `4 t i~' 4:.,g<,." ut? . t :.,'K 14µe Yet xs < <L- t ;'y~,c 70- -W1 •b' -a~IS 'Li-'^We bS I 'L +y"1 `l2m': ; Yi- kj "`r ~<rxr a •ec,.s_ +-^~<s r v -~RxY.~ ,5 e.~ b y E i x,! FIR, fm - 4"Y. r~'f- .a:,. ~*f~ N b°M~( 2r~FJ~~ "E#":, ~ 'T'•,,,3 gloom -m'4. e r1~~~<~ "6 }#p~i ~ ~ ~ c .f - r S^a, :x~sem ma,~u ~ st * r 9s x_ ..t ~ *s'<~ x~ .r u ~ CENTER OF SE OF SECTION 21, BRASS CAP fN N 00°18'23"~~' 2645.75' Fi;~.PsGE Pp I NT ~ I NT BQX , LS 132 ! 2 _ _ - ~ _ _ NORTH-SQUTH CENTERLIl~E SECTION 2t dr NQR SEC j I R j LS i 3 c,a O n v> cn C~ cr> O N ~ ~ N f7l T""'"~'~'! ~ e~ U`s tnl Cs CaJ Q -A tdt r z' m~ cn j m o~ N `I i D' Z! pl Di c.n al ~I m~ rn D; ~1 ~ ~ t ~ f I ~ ~ ~ I i d~~Ay7 a CERT~F~CATION: t P t p~ + M°~ + { k$ alt 3 i r 4 ~ ' I HEREBY BERT f FY THAT, TQ THE BEST ~JF ~~Y KhJC}~+"I~E ' AND BELIEF , THE ~,BC~VE DRI~'~' ! ~JG i S APJ ACCURATE DEL. t L i k `~t } ~ ; ~ SURVEY OF THE N~r~TH~RLY ~;tvi~ ~AS~ERL.Y L I h~ES C~~ TH DESC~ I SED TRACT , M~~'~ UP~DER !~fiY 5l!P~RV I S i ON A~~~> r m DECD"~~~R F3 , f ~~8 . A►~~~ DOSS ACCU~?t!TELY DEPICT' THE ' `4~" ~y `~A," ~ ~ _ ~ i r ~ ~ SA ! C Tk~CT , r~-?~ L~~L~,' ; i~".f ~Nu ~ ! ~iE~iS C{7N5 ~F ALL B _ ~ i 'i UNI{~7E~~S/ ^T~ ~t`y~! ~f i .i t,.~ u~ r~~ -TWi~ ?"h]~AC~}~ SURV~ 1 ~ HI~I LJ ~f F~4.. ~l%~,. i ray VP~ °5 L. CH s` ad~t~,..~ f .~'9 11 R. PZ ~ V V ! S i BAY EV 4 C~Etr~ fi~R ~ nJU ~'`d TC> "~+C AT TNE~ TIME OF SU 5 f NOTES , AS S~C7'~'~~ HERON , ARE i NCLUDE[7 ANG HERE e o f 3 a+*". i THIu CERTIFICATE. EXiSTI i r N0~ SH EG 1 51' ~ L.A ~OLORAD ~ *+b z cb 0 u~ c~ t~n N W ~ _ ~ _ a ,qCC ~ ly-~ S E ~ S M E ~d T OK 7 3 7 SEE ~aC~TE ~~~C~~ 12~ ~ _ P~ 0~ ° 2 u> 1 ~'~S. rr~ 3.. ~ c~+ w c~a ~1 Q~°18'23"~Y l79.~S' z I K1 f'1 I f ATCc 17 cK rr^ci s wi e° G l EAST 114 CORNER SIE~CTION 21, B'-ASS CAP I N RANGE P~ ! to f' ~~vX 9500 ~T 14TH Ef~lJk:, .~KEWOaD , CO 80,2" R a S i32I2 TEL: (303) 233-4042 FAX- (303) 233-0795 E., L 3 2 - ~y z ----P1T INDICATES OVERHEAD POWER