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HomeMy WebLinkAbout3275 Newland Street41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line 03) 235-2855 Office # (303) 237-8929 Fax ,I,NSPECTION ROTI' Inspection Type: Job Address: 7 -�2- 7T Permit Number: z7*) /N IC w Lj No one available for inspection: Time AMGPM Re -inspection required: Yes,_ 1, 'Nq,, When corrections have been made, call for re -inspection at 303-234-5933 Date:- inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Patio Cover PERMIT - 201802909 PERMIT NO: 201802909 ISSUED: 11/05/2018 JOB ADDRESS: 3275 Newland St EXPIRES: 11/05/2019 JOB DESCRIPTION: Prefabricated Carport install.600sq. ft *** CONTACTS *** OWNER (720)785-4170 ESKOW MARK GC (800)579-8589 Gabriel & Alicia Torres 180098 Eagle Carports, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 122.49 180.18 188.45 491.12 *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. City of Wheat Ridge Residential Patio Cover PERMIT - 201802909 PERMIT NO: 201802909 ISSUED: JOB ADDRESS: 3275 Newland St EXPIRES: JOB DESCRIPTION: Prefabricated Carport install.600sq. ft 11/05/2018 11/05/2019 I by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and th 11 worktSbe performed is disclosed in this document and/or i s, accompanying approved plans and specifications. i5,OWNER or CONTRACTOR (Circle one) Dat4 is permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shallexpire 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. 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. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 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. 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 olds ance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief )wilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 1 � $ t' r City of "j `1Vheatfdge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits@ci.wheatridge.co.us FOR OFFICE USE ONLY Date: j l f J Q' Plan/Permit# ��,g v a qD l Plan Review Fee: 1 11w Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: _� 1 fl1L jU L<Y-1 _S Property Owner (please print): hA—Ck- Phone:­/Z�p Property Owner Email: LA4-9 L - °� t Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Engineer: Ezq-z, L1E Architect/Engineer E-mail: D e -,, Lc Phone: AC2 __ S-219 8 S__ ` t Contractor: L P-2i-�> City of Wheat Ridge License #: 12 / 0 %(12/ Phone: ��� �' �% Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 1-1/4 �" b>--3 a t✓a-E Z —Phone:,' 0`�, "1, 2,t 5B, -1 K, (S CONTACT EMAIL(p/ease 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. �ftAP-OA'Jr i t- -S T e'� C- ( i4q Commercial Projects Only: Occupancy Type: Sq. FULF � 4, C'1[ BTUs Amps Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE Or UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do rot 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. CIRCLEONE: E (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): �% / DATE: O e� J Printed Name: _ a ' DEPARTMENT USE ONLY ZONING COMMMENTS: dl • �S GSI S t cfk. OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: O C J GOo z Reviewer: PUBLIC WORKS COMMENTS: r%f Reviewer: Building Division Valuation: �C�( City of �1`I-heat i e 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): UAk_ Project Property: _32'7 � A)'owc_4-1> ST Project Type: 1�� C_lfi� (��2- k Notarized signa , Applicant State of Colorado } County of --7e Sjw_&on } ss Jt The foregoing instrument was acknowledged by me this day of dJ 20 by TAMARA D ODEAN NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20164015481 MY COMMISSION EXPIRES APRIL 22, 2020 I— �'�-- My Commission Expires� Z2 20_4 Notary Public Sic ��G d -#or Zp�in jE pt r' the ivy S cz r� T (j ' F2 <^� t�N crn�2 v D i TC L tV o(Wheat Ridge Plain DivisWo • APPROVED Im. -1-a-W Lmar ^-...rrr.rrrrr�rl+rr it rwr�r�..�...� DAM i7l t$ c COAMEM f F 4 � i r City of ro Wheat idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Sec. 26-209. Residential -Two District (R-2). Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 A. Intent and purpose: This district is established to provide high quality, safe, quiet and stable low to moderate -density residential neighborhoods, and to prohibit activities of any nature which are incompatible with the residential character. B. Development standards: Notes: (a) Corner lots shall have a minimum lot width of eighty (80) feet for both street frontages. (b) Front setback reductions may be allowed in accordance with Section 26-611. (c) Any side or rear yard which abuts a public street shall have a minimum setback of twenty five (25) feet for all structures, with the following exception: For corner lots that are sixty (60) feet or narrower in width, this requirement shall be reduced by half. (d) Front setbacks for structures on lots or portions of lots which abut cul-de-sacs may be reduced to ten (10) feet for those portions of lots which abut a cul-de-sac bulb. (See Figure 26-123.3 at the end of section 26-123) (e) A total of fifteen (15) feet side yard setback for every individual lot with a minimum of five (5) feet on one (1) side. (f) See Section 26-625 for additional regulations pertaining to accessory buildings. (g) Fifteen -foot setback for the first story and five (5) feet for each additional story. (Ord. No. 2001-1215, § 1, 2-26-01; Ord. No. 1313, § 5,10-27-03; Ord. No. 1448, § 2, 8-24-09; Ord. No. 1575, § 5, 7-13-15) Maximum Height Maximum BuildingMinimum Minimum Area Width (a) Minimum Yard Setback (b) 25' (d) Minimum Side SetbackCoverage ' ( a 5 ) Minimum Rear . .. 10' Principal Buildings One -family dwelling 35' 40% 9,000 sf 75' Two-family 35' 40% 12,500 sf 100' 25' (d) 5' per story 10' dwelling (e) Group home 35' 40% 9,000 sf 75' 25' (d) 5' per story 10, (e) Churches, schools, government and quasi - government buildings, golf courses, small 35' 40% 1 acre 200' 25' (d) 15'(g 20' day care center, and nursing, elderly and congregate care homes Access Buildings g 1,000 sf per 5�'f = /height; 10' if (fl Major 1 15' unit N/A N/A 25' d O 5 > 10' in height Minor 10' 400 sf N/A N/A 25'(d) 5',- '._All AllOther Uses 35' 40% 9,000 sf 75' 25' (d) (e) 10' Notes: (a) Corner lots shall have a minimum lot width of eighty (80) feet for both street frontages. (b) Front setback reductions may be allowed in accordance with Section 26-611. (c) Any side or rear yard which abuts a public street shall have a minimum setback of twenty five (25) feet for all structures, with the following exception: For corner lots that are sixty (60) feet or narrower in width, this requirement shall be reduced by half. (d) Front setbacks for structures on lots or portions of lots which abut cul-de-sacs may be reduced to ten (10) feet for those portions of lots which abut a cul-de-sac bulb. (See Figure 26-123.3 at the end of section 26-123) (e) A total of fifteen (15) feet side yard setback for every individual lot with a minimum of five (5) feet on one (1) side. (f) See Section 26-625 for additional regulations pertaining to accessory buildings. (g) Fifteen -foot setback for the first story and five (5) feet for each additional story. (Ord. No. 2001-1215, § 1, 2-26-01; Ord. No. 1313, § 5,10-27-03; Ord. No. 1448, § 2, 8-24-09; Ord. No. 1575, § 5, 7-13-15) Eagle Carparts "Flying High with Great Deals" STRUCTURAL DESIGN FULLY OPEN (CARPORT) BUILDING Reviewed for Zoning Compliance by the ► , City of Wheat Ridge planning Division'' APPROVED MAXIMU► M 30'- 0" WIDE X 20'- 0" HEIGHT - BY: �� BOX EAVE FRAME AND BOW FRAME DATE: Z / COMMENTS: 9 February 2018 Revision 6 M&A Project No. 16166S/17207S/17293S/18012S Landscaping removed or damaged during construction must be replaced prior to final inspection. Prepared for: Eagle Carports 210 Airport Road Mount Airy, NC 27030 Prepared by: Moore and Associates Engineering and,t7onsulting, Inc. % 01�/►� City of 1009 East Avenue% W heat Ridge COMMUNITY DEVELOPMENT North Augusta, SC 29841 APPROVED 401 S. Main Street Mount Airy, NC�Z70: Ilk 11 Date idt 1: 7ht iseNOnte of t periRtt a OApfoY� Of AM siw4katl w nd not be o permit jb, or an Awmww 9 ow Nolobon & Off/ 017ht Arowtions of the buitdNip code or of MW ft oranances. towft M 0 0 R E AND AP86MMIflNTeEttfrytovwouormwtMep►aruemgftetM&*V ENGINEERING ANaM60 f9WVW*Wm�MofV*pty~8WNt8" >' ° .� t a� C Ch S 4d �i o O U a 0. 5 o OU CC CC w C U L) D C o � � 3 H0 CC ~�� Prepared for: Eagle Carports 210 Airport Road Mount Airy, NC 27030 Prepared by: Moore and Associates Engineering and,t7onsulting, Inc. % 01�/►� City of 1009 East Avenue% W heat Ridge COMMUNITY DEVELOPMENT North Augusta, SC 29841 APPROVED 401 S. Main Street Mount Airy, NC�Z70: Ilk 11 Date idt 1: 7ht iseNOnte of t periRtt a OApfoY� Of AM siw4katl w nd not be o permit jb, or an Awmww 9 ow Nolobon & Off/ 017ht Arowtions of the buitdNip code or of MW ft oranances. towft M 0 0 R E AND AP86MMIflNTeEttfrytovwouormwtMep►aruemgftetM&*V ENGINEERING ANaM60 f9WVW*Wm�MofV*pty~8WNt8" No. 18604 i0 siATE OF"! 1 ,A RJN- A S I C E R S E D P FESSIONAL :4-' ENGINEER ENGINEER ,, �- t S No 17214 p1' 11 0I sit I SHERID, ' i 25235 ' m �p0-,. JONA 1 e#G%%% �, NES.MO $, cc0.. a X09621 STATE OF �Q pF MISS ,�rr�lru0r>rq�ir, htOot� S. O�� ►•'``* F ��r;,•,� • s!Q!� AND c * NE ms's E ASSOCIATES, INC. � MOORE �# No. CO2g68NUNMER '� .o MOORE6 ,�„�•`d�.+�, E-201 opo ;•9�E-619884,•'k,� j:• 28856Pr? 28856 ". O� 1 �n� 9/I6 G�'�v io 0,�. 4�STe6e "��� ' ?/�1/�b..• '+►,rrnru>h�,• S�ONAL/DNAL E�.•' �ktgHOMP ,,. CA ,,, rrr •�� $ dl/ �''' P�NS. ..i��E Q�'Q'�•� gHERIt?,gN s ��OF r,E ill 4i . •:9 SEAL RE 2 o m = * J 26784 _ ..........:... �• WAY E S. MOORE jI i. • w ........ ...................... '.�L''• trQ:�'�i ��: �o �.,..G� ;� ,, t��,Q: • 12064 ' ,•.,O1NE•. OQ.`�. . ,► 4MEQ ` �'p Z/�1/{� �4. (!?'O.o'••��CENS�q•'���•� H�is„�,p0�,.• ���,t9�.!�/p •102�2��J��"'' ss'/ONAL ENt'11,t`S/ONAI `�G\a� OP TP f �Z of �O W ', PDO LOF MAq Moore and O�^ 0 VD •.• ERIDq •• •`rct� Associates ._ 'Q;O. '}' • fij n Engineering and Z • Consuftlng,Inc . WAYN� H P MOORE %� 429 O; xiA rt �j No. C-3166 ,P=` L , ; ;'O • ul. (Z . C' r EN31NEEfl OF A1S;�. PE082820 �4 D,�F .f9/Ib ••.,���' F ' �0:.497 P� NAIL /ONALE��',, Y L '�. Sle, lit 1111110'%% U S. tV0D,AN -9-1776 Sy • 2 11 �/9/)g . 31 STATE OF --"t O't' w: %F,s'•••T VIRE?. • ���� MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. ENGINEQK • �r 27323 #�� i ~•-r Op M l S�dt1 rr111111��� !LI . o. 33416-E _ OFESSIONAL EAGLE CARPORTS City 30'-0"x20'-0" SP FULLY OPEN STf... TURE PE SEAL COVER SHE 1 IDVG. ND SK -1 ge DRAWING INDEX SHEET I PE SEAL COVER SHEET (1 OF 2) SHEET IA PE SEAL COVER SHEET (2 OF 2) SHEET 2 DRAWING INDEX SHEET 3 INSTALLATION NOTES AND SPECIFICATIONS SHEET 3A TYPICAL SIDE AND END ELEVATIONS SHEET 4A TYPICAL RAFTER/COLUMN END AND SIDE FRAMING SECTIONS (BOX EAVE RAFTER) SHEET 4B TYPICAL RAFTER/COLUMN END AND SIDE FRAMING CONNECTION DETAILS (BOX EAVE RAFTER) SHEET 4C TYPICAL RAFTER/COLUMN END AND SIDE FRAMING CONNECTION DETAILS (BOX EAVE RAFTER) SHEET 5A TYPICAL RAFTER/COLUMN END AND SIDE FRAMING SECTIONS (BOW RAFTER) SHEET 5B TYPICAL RAFTER/COLUMN END AND SIDE FRAMING CONNECTION DETAILS (BOW RAFTER) SHEET 5C TYPICAL RAFTER/COLUMN END AND SIDE FRAMING CONNECTION DETAILS (BOW RAFTER) SHEET 6 BASE RAIL ANCHORAGE OPTIONS SHEET 7 BOX EAVE RAFTER GABLE END OPTION SHEET 8 BOW RAFTER GABLE END OPTION SHEET 9 WALL OPENING DETAILS SHEET 10 BOX EAVE RAFTER LEAN-TO OPTION SHEET 10A BOX EAVE RAFTER LEAN-TO OPTION SHEET 11 BOW RAFTER LEAN-TO OPTION SHEET 12 BOX EAVE RAFTER EXTRA SIDE PANEL OPTION SHEET 12A BOX EAVE RAFTER EXTRA SIDE PANEL OPTION SHEET 12B BOX EAVE RAFTER EXTRA SIDE PANEL OPTION SHEET 13 BOW RAFTER EXTRA SIDE PANEL OPTION SHEET 13A BOW RAFTER EXTRA SIDE PANEL ❑PTI❑N SHEET 13B BOW RAFTER EXTRA SIDE PANEL ❑PTI❑N SHEET 14 VERTICAL ROOF OPTION END AND SIDE ELEVATION AND SECTIONS MOORE AND ASSOCIATES IMAWN By, AT 10 AIR CARPO 210 AIRPORT R AD ENGINEERING AND CONSULTING INC. MOUNT AIRY, N 27030 QEZI� 30'-0"x20'-0" SP FULLY O UC IJ3 �� Tw A�� w 1� Alm AZ�ppR��7,,App7E��i fI�EF AIm ammm um MT R 1 >! i1�:ILT FlO�[fEO me mrr wooDo ys R "wopm I NAm ur To Mrmin in . e e:. ;sltii , ,, DwG� 1Q SK-1 a s INSTALLATION NOTES AND SPECIFICATIONS 1. DESIGN IS FOR MAXIMUM 30'-0' WIDE x 20'-0' EAVE HEIGHT OPEN CARPORT STRUCTURES. 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (FBC) 6TH EDITION, 2012 NORTH CAROLINA BUILDING CODE, 2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC, 2012 IBC AND 2015 IBC. 3. DESIGN LOADS ARE AS FOLLOWS: A) DEAD LOAD = 1.5 PSF B) LIVE LOAD = 12 PSF C) GROUND SNOW LOAD = 35 PSF 4. 3—SECOND GUST ULTIMATE WIND SPEED (VOLT) 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH). 5 MAXIMUM RAFTER/POST AND END POST SPACING = 5.0 FEET. 6. RISK CATEGORY I. 7. WIND EXPOSURE CATEGORY B/C, 8. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2' x 2 1/2' — 14 GAUGE TUBE STEEL (TS) FRAMING MEMBERS 9. AVERAGE FASTENER SPACING ON—CENTERS ALONG RAFTERS OR HAT CHANNELS, AND COLUMNS (INTERIOR OR END) = 10' O.C. (MAX.) 10. FASTENERS CONSIST OF #12-14x3/4' SELF—DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (3:12 PITCH) OR LESS SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. 11, GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER COLUMN ALONG SIDES. 12. GROUND ANCHORS CONSIST OF #4 REBAR W/ WELDED NUT x 36' LONG IN SUITABLE SOIL CONDITIONS. OPTIONAL ANCHORAGE MAY BE USED IN SUITABLE SOILS AND MUST BE USED IN UNSUITABLE SOILS AS NOTED. 13 WIND FORCES GOVERN OVER SEISMIC FORCES. SEISMIC PARAMETERS ANALYZED ARE: SOIL SITE CLASS = D RISK CATEGORY I/II/III R= 3.25 IE= 1.0 Sos= 1.522 V= CSW SDI= 0.839 MOORE AND ASSOCIATESWAVN DW AT ` 210 AIRPORT AD ENGINEERING AND CONSULTING, INC. am= l,, pni I3o'-o°Xzo OUN uiiv, NJZ703o.. . AT91'lC'TI Ii r 3 lywrr. 10 SK -1 '�my_6, _. BOX EAVE FRAME RAFTER STRUCTURE TYPICAL SIDE ELEVATION SCALE: NTS I-. V S 30'-0' MAXIMUM RAFTER SPAN I TYPICAL END ELEVATION SCALE: NTS BOW FRAME RAFTER STRUCTURE TYPICAL SIDE ELEVATION SCALE NTS MOORS AND ASSOCIATES ENGINEERING AND CONSULTING, INC. V TYPICAL END ELEVATION SCALE: NTS 210 AIRPORT R Aj): MOUNT AIRY, N 27b3D 811 lVd& to SK -1 FLASHING (IIPTIONAU �- LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL SIDE ELEVATION SCALE NTS MOORS AND ASSOCIATES ENGINEERING AND CONSULTING, INC. V TYPICAL END ELEVATION SCALE: NTS 210 AIRPORT R Aj): MOUNT AIRY, N 27b3D 811 lVd& to SK -1 29 GA. GALVANIZED METAL ROTS' PANELS 18 GA. U -CHANNEL $RACE FASTENED TO RAFTERS FASTENED TO RAFTER WITH (2) 412-14X3/4' SDF'S AT EACH END (4 PER BRACE) IS ROOF RAFTER 12 I 3 2'-D' U -BRACE F13R BLDG SPAM 3'-0' U -BRACE FIM 20'-0' BLDG SPAN 6'-0' U -BRACE FOR 22'-0'-24'-0' BLDG SPAN TS COLUMN TS COLUMN 29 GA GALVANIIED METAL ROOF PANELS FASTENED TO RAFTERS TS 2 1/2x2 1/2-14 GA TS ROOF RAFTER 6 9 12 3 16-0' FOR 26—' BLDG, SPAN 18'-0' FOR 28—' BLDG SPAN 20'-0' FOR 30-0' BLDG SPAN c13LUPW IS COLUMN 24'-0' ( W S 30'-0' MAXIMUM RAFTER SPAN L V j 24-0' MAXIMUM RAFTER SPAN 1 TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE NTS 29 GA GALVANIZED METAL ROOF PANELS SCALES NT$ FASTENED TO RAFTERS. TS 2 1/2x2 1/2-14 GA TS ROOF RAFTER � b 4 9 9 �l2 `J 3 29 GA GALVANIZED METAL ROOF PANELS mizz- TS GAMU-CHANNEL BRACE FASTENED TO RAFTERS. AFTER WITH SDF'S AT TS ROOF RAFTER R BRACE) I X12i--------'1 -_�� _� 3' U -BRACE FOR 12'-0'-18'-0' BLDGSP'-0' U -BRACE FOR 20'-0' BLDG SPAN' U -BRACE FOR 22'-0'-24'-0' BLDG SPAN ? TS DOUBLE COLUMN IS DOUBLE !_ W S 24'-0' MAXIMUM RAFTER SPAN ' TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE: NTS LENGTH VARIES DEPENDING ON NLMBLR AND SPACING OF RAFTERS SEE NOTES (SHEET 3) FOR MAX" SPACING 2 6 TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION SCALE: NTS MOORE AND ASSOCIATES �+ ENGINEERING AND CONSULTING, INC. a 16-0' FOR 26'-0' BLDG SPAN 18'-0• FOR 28-0' BLDG SPAN 20-0' FOR 30'-0' BLDG SPAN IS DOUBLE COLUMN TS DOUBLE.C( um �_ 24'-0' ( W S 30'-0' MAXIMUM RAF7ER SPEW 1 1 TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE: NTS 210 AIRPORT OAD MOUNT AIRY_ C 37030 , 30'-Vx20'-0" SP FU1.I.Y - j4 ST'R1JcfbkE- 4A MM to SK -1 CONNECTOR TO RAFTER MINIMUM 6' LONG, CONNECTOI SLEEVE MINIMUM 14 GA, SECURE COLUMN TO SLEEVE WITH (4) 412-14x3/4' SDF'S TS COLUMN SECURE WITH (4) 412-14x3/4' SIIF'S (EACH END) IS ROOF RAFTER 18 GA U -CHANNEL KNEE BRACE FASTENED TD RAFTER AND COLUMN BOX EAVE RAFTER COLUMN COECTION DETAIL FDR iB �FL TS S 14'-0'SCNTS 18 GA. U -CHANNEL BRACE FASTENED TO THE COLUMN AND ROOF BEAM 2 1/2' WITH (4) k12 -14x3/4' SDF'S AT EACH END (8 PER BRACE) BRACE SECTION SCALE: NTS MOORS AND ASSOCIATES ENGINEERING AND CONSULTING, INC. 210 AIRPORT ROADN MOUNT AIRY, NC 27030 '-0" SP FULLY OPEN STR L'9 GA GALVANIZED METAL ROTS PANELS 10 GA U -CHANNEL BRACE FASTENED TO RAFTERS FASTENED TO RAFTER WITH (2) 012-(4X3/4' SDF'S AT EACH END (4 PER BRACE) TS ROOF RAFTER 12 i� 3 2'-0' U -BRACE FOR 12'-0'-18'-0' BLDG, SPAN 3'-0' U -BRACE FOR 20'-0' BLDG SPAN --T L 6'-C' U -BRACE FOR 22-0-24-0' BLDG SPAN TS COLUMN TS COLUMN W i 24'-0' MAXIMUM RAFTER SPAN TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE NTS 29 GA GALVANIZED METAL ROOF PANELS MGA.EL BRACE FASTENED TO RAFTERS FTER VITH SDF'S AT TS ROOF RAFTERR BRACE)' U -BRACE FOR l2' -0'-t8'-0' BLDG SPAN' -0' U -BRACE FOR 20'-0' BLDG. SPAN ' U -BRACE FOR 22'-0'-24'-0' BLDG SPAN 1 TS DOUBLE COLUMN TS DOUBLE COLUMN V S 24-0' MAXIMUM RAFTER SPAN TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE: NTS LENGTH VARIES DEPENDING ON AI.Y"CO O nr nor ♦ru. SEE MOTES (SHEET 3) FOR MAXIMUM SPACING ^, I I 2 6 TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION SCALE: NTS MOORS AND ASSOCIATES�++ ENGINEERING AND CONSULTING, INC, 29 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS - TS 2 1/2x2 1/2-14 GA IS ROOF RAFTER 6 9 l2 16'-0' FOR 26'-0' BLDG SPAN 18'-0' FOR 28'-0' BLDG SPAN 20'-0' FOR 30'-0' BLDG SPAN TS C0.UMN IS COLUMN 24'-0' < V S 30-' MAXIMUM RAFTER SPAN ir TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE: NTS 29 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS TS 2 1/2x2 1/2-14 GA TS ROOF RAFTER 1 7 6 9 9 9 12 3 16'-0' FOR 26. 0' BLDG SPAN 18'-0' FOR 28 '-0' BLDG SPAN 20'-0' FUR 30-0' BLDG. SPAN IS DOUBLE C!$UIN TS DOUBLE COLUMN 24-0' < V < 3W -O- MAXIMUM RAFTER SPAN TYPICAL RAFTER/COLUMN END FRAME SECTION SCALE: NTS City of Wheat Ridge Bud r. EAGLE CARPOKS 210 AIRPORT RO MOUNT AIRY, NC 27030 30'-0"x20'-0" SP FULLY OPEN STRUCTURE Km In on Ifilfifism 5A F%% RD SK -1 IREVJ 6 WWF OR FIBERGLASS FIBERS a � MINIMUM 3 1/4'— EMBEDMENT (TYR) MONOLITHIC CONCRETE FOOTING -y (3000 PSI MIN.) REINFORCED 1 WITH (2)-#!4's CONTINUOUS BASE RAIL ANCHORAGE OPTIONS INSTALL 1/2'x6 3/4' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH COLUMN. (ALSO APPLICABLE TO END WALLS) GRADE a ( Z 0 CONCRETE MONOLITHIC SLAB 2A SCALE: NTS AGE MINIMUM ANCHOR EDGE DISTANCE IS "COORDINATE WITH LOCAL BUILDING CODE AND/OR BUILDING OFFICIAL REGARDING REQUIRED FOOTING DEPTH. GENERAL NOTES CONCRETEI CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS, COVER OVER REINFORCING STEELI FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE PER ACI -318: 3' IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER, AND 1 1/2' ELSEWHERE. REINFORCING STEEL, THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE 60, THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC MEETINC ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED, 1. REINFORCEMENT IS BENT COLD. 2 THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BAR DIAMETERS. 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT HELIX ANCHOR NOTES, 1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS, USE MINIMUM (2) 4' HELICES WITH MINIMUM 30' EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM 50' EMBEDMENT 2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 3C' EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM 5C' EMBEDMENT. 3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH MINIMUM 3C INCH EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM 50' EMBEDMENT. 4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS ALLUVIAL FILL, USE MINIMUM (2) 6' HELICES WITH MINIMUM 50' EMBEDMENT. 5. FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER CLAYS AND SILTS, ALLUVIAL FILL, USE MINIMUM (2) 8- HELICES WITH MINIMUM 60' EMBEDMENT, MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. DRILL 5/8' DIAMETER HOLE — THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER THROUGH BOLT 2' WASHERS TOP OF ASPHALT PAVEMENT OR GROUND SURFACE =III-I_I II'1 -- r= TS CONTINUOUS ---I BASE RAIL HELIX EYE ANCHOR (SEE NOTES BELOW) 2B GROUND BASE HELIX ANCHORAGE SCALE NTS (CAN BE USED FOR ASPHALT) Cay of Wheat Ridge 210 AIRPORT ROAD MOUNT AIRY, NC 27030 30'-0"x20'-0" SP FULLY OPEN STRUCTI 6 DVfa to SK -1 11mv, 6 BOX EAVE RAFTER GABLE END OPTION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION SCALE! NTS IS RODE RAFTER IS CHORD 3/IA L IS GABLE RAIL CONNECTOR SLEEVE 2'x2'x2' 14 GA CLIP ANGLE TO RAFTER 3/16 i SECURE TV RAFTER COLUNN AND GABLE RAIL WITH (4) N12 -14x3/4' SBF'S MINIMUM 6' LUNG, MINIMUM 14 GA, IS SLEEVE SECURE COLUMN TO SLEEVE WITH (4) tl12-14x3/4' SDF'S IS COLUMN )_;AFX EAVE RAFTER GABLE RAILTOTER COLUMN CONNECTION DETAIL SCALE NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. TYPICAL BOX EAVE RAFTER GABLE END FRAMING SECTION SCALE: NTS 0- 210 AIRPORT ROAD MOUNT AIRY, NC 27030 30'-0"x20'-0" SP FULLY OPEN STRUCTI 97270 7 DVf. Id SK -1 . 6 BOW RAFTER GABLE END OPTION TYPICAL BOW RAFTER GABLE END ELEVATION SCALE: NTS TS ROOF RAFTER J �J 2'x2'.2' 14 GA, CLIP ANGLE SECURE TO RAFTER AND GABLE IS CHORD RAIL WITH (4) 1,12-14.3/4' SDF'S �-- IS GABLE RAIL �- MINIMUM 7' LONG, MININum 14 GA., TS SLEEVE. SECURE DOW RAFTER AND COLUMN TO SLEEVE WITH (B) 012-14x3/4' SDF'S TS COLUMN BOW RAFTER GABLE RAIL T�BETA�IL RAFTER/COLUMN CONNECTIO SCALE NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. TYPICAL BOW RAFTER GABLE END FRAMING SECTION SCALE: NTS AT 210 AIRPORT ROAD MOUNT AIRY, NC 27030 b Pte! 3.0'-0"x20'-0" SP FULLY OPEN STR s lsvr& ND SK -1 )mw 6 BOX AND BOW EAVE RAFTER WALL OPENING DETAILS j TS COLUMN CONNECTOR SLEEVE 3/16 I MINIMUM 6' LONG, MINIMUM TO HASE RAIL 3/Ifi 14 GA, CONNECTOR SLEEVE SECURE WITH (4) 112-14x3/4' _ S71F'S TS CONTINUOUS BASE RAIL RAFTER COLUMN/BASE RAIL 5 CONNECTION DETAIL SCALE: NTS TS ROOF RAFTER 3/16 3/16 RAFTER TO CHORD CONNECTION DETAIL SCALE: NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. SLEEVE TO /-- TS COLUMN BASE RAIL MINIMUM 6' LONG, CONNECTOR SLEEVE MINIMUM14 GA, SECURE WITH (I) 112-14x3/4' SDF'S TS CONTINUOUS BASE RAIL -lil__ill�1(1=11I- S_kANNFTER COLUMN/BASE RAIL CTION DETAILLE: NTS TS ROOF RAFTER COLLAR TIE 7 CONNECTION DETAIL SCALES NT 210 AIRPORT ROAD MOUNT AIRY, NC 27030 30'-0"x20'-0" SP FULLY OPEN STRUCTI 9 V 000 SK -1 VE , 6 EXTENSION MAIN STRUCTURE TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN) SCALE: NTS 2'x2'%2. 14 GA. ANGLE CL,ro f SECURE TO COLUMN AND RAFTER CHORD/RAIL WITH { (4) 012-14x3/4' SEF'S TS CCLURN ° SIDE EXTENSION RAFTER/ r� COLUMN DETAIL FOR RAFTERty 1 SPAS' -L 15'-0as ter., .._ ..r� MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. 210 AIRPORT ROAD MOUNT AIRY, NC 27030 30' -0"x20' -O" SP FULLY OPEN STRUCTI Mrs 10 DM6 ID SK -1 s TS ROOF RAFTER MAIN BUILDING CONNECTOR 3/16 SLEEVE " TO RAFTER 3/16 121LT,NG L'`)iM1ECTO.i SLEEVE - 14 GA. SECUQE RAFTER TO CONNECTOR SLEEVE WITH (B) *12-14x3/4' SIIF'S � Ie ^, df MBNIMUM 6' LONG, MINIMUM 14 GA., f 6'CONNECTOR SLEEVE, SECURE 1 COLUMN TO CONNECTOR IS EXTENSION 1 SLEEVE WITH (4) 112-14x3/4'SDF'S RAFTER 38 GA U -CHANNEL BRACE /rs TS COLUMN SIDE EXTENSION RAFTER/ E COLUMN DETAIL FOR SA RAFTER SPANS S RALE' 12'-0' s NTS RAF RAFTER MA MAIN BUILDING CiN"(ECTCsi r f SLEEVE TO 12' LONG CONNECTOR SLEEVE 14 GA SECURE RAFTER TO CONNECTOR SLEEVE WITH (B) 112-14x3/4' SDF'S ' ti41 MINIMUM 6' LONG, MINIMUM 14 GA, j - CONNECTOR SLEEVE SECURE COLUMN TO CONNECTOR 6' SLEEVE WITH (4) TS DOUBLE *12-14x3/4'SDF'S EXTENSION RAFTER 3-m-2 IS GA U -CHANNEL BRACE 3-12 1 tf 2'x2'%2. 14 GA. ANGLE CL,ro f SECURE TO COLUMN AND RAFTER CHORD/RAIL WITH { (4) 012-14x3/4' SEF'S TS CCLURN ° SIDE EXTENSION RAFTER/ r� COLUMN DETAIL FOR RAFTERty 1 SPAS' -L 15'-0as ter., .._ ..r� MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. 210 AIRPORT ROAD MOUNT AIRY, NC 27030 30' -0"x20' -O" SP FULLY OPEN STRUCTI Mrs 10 DM6 ID SK -1 s BOW RAFTER LEAN—TO OPTION TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING SECTION SCALE NTS I2 _ IS ROOF RAFTER 18 GA U -CHANNEL ((/ KNEE BRACE MINIMUM 7' LG%r' MVdML94 14 v+R, CONNECTOR SLEEVE SECURE R-3IIF j a RAFTER AND COLUMN TO CMWCTpR WITH (8) 012-103/4' SDF'S F ! TS ROOF RAFTER f! 0 f p MINIMUM 6' LONG, RlNK;W es• h f '' LEAN-TO RAFTER TO RAFTER S UR CONNECTOR SLEEVE ' COLUMN CONNECTION DETAIL SECURE RAFTER TO (4) NECTAR SLEEVE 'S lOA FOR RAFTER SPANS 12'-0' (d) 072-14x3/d' SDF'S CONNECTOR 3/16 SCALE NTS SLEEVE �. TO COLUMN 3/16 TS CCLUMN IZ 3 IS ROOF RAFTER i _ -_ fes✓ a 4' RADIUS MINIMUM 7' LCNG, MINIMUM 14 GA, CCNNECTCR SLEEVE SECURE ROOF RAFTER PND COLUMA TC CONNECTOR WITH f 38 GA. U -CHANNEL (8) 012-14x3/4' SDF'S KNEE BRACE N n r 0 TS DCUBL; ROOF RAFTER 0 ! 3-12 32 LEAN-TO RAFTER TO RAFTER COLUMN CONNECTION i�o`� e 2•x2.7!2' :4 GA ANGLE CLIP DETAIL FOR RAFTER SECURE Tp COLUMN AND RAFTER CHORD/RAIL WITH 10B ..SPANS 12'-0' < L S• 15'-�' (4) YI2-14x3/4• SDF'S TS COLUMN SCALES NTS � �Q MOOR)aES AND ASSOCIATES y" Am AT EAGLE CARPORTS 210 AIRPORT ROAD [ENGINEERING AND CONSULTING, INC. a I, t� 30� o"x20'OOSP FFULLY ONC PEN 030STRUCTI r s nc err mm s®.__ a�asms Meow s gnnm�nWVAR°1 r�°nam�e An iw+r� mum Nor p1w " in tmw �� , u � t4 SK -1 , b BOX EAVE RAFTER EXTRA SIDE PANEL OPTION 29 GA. GALVANI7rn MFTM - sun rr.u- TYPICAL RAFTER/COLUMN FRAME SECTION - EXTRA SIDE PANELS SCALE- NTS TYPICAL END ELEVATION EXTRA SIDE PANELS SCALE: NTS TYPICAL SIDE ELEVATION EXTRA SIDE PANELS SCALE: NTS MOORS AND ASSOCIATES ENGINEERING AND CONSULTING, INC. 210 AIRPORT ROAD MOUNT AIRY, NC 27030 '-0" SP FULLY OPEN STR 12 IME ID SK -1 EXPOSURE B 6' MINIMUM 6' LONG, CII! SCTflr SLEEVE MINIMUM 14 GA, SECURE COLUMN TO SLEEVE WITH (4) #12-14x3/4' SDF'S IS DOUBLE COLUMN 3-12 IS GA. U -CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN CONNECTOR TO RAFTER 6' MINIMUM 6' LOW, CONNECTOR SLEEVE MINIMUM l4 GA, SECURE COLUMN TO SLEEVE WITH (4) (112-14x3/4' SDF'S TS COLUMN TS ROOF RAFTE SECURE WITH — (4) f12 -14x3/4' SDF'S (EACH END) 12 3 f IS GA. U -CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN BOX EAVE RAFTER COLUMN CONNECTION BOX EAVE RAFTER COLUMN CONNECTION DETAIL FOR HEIGHTS 14'-0' < TO S 20'-0' DETAIL FOR HEIGHTS 0' 11A UP TO 9'-0' MAXIMUM VERTICAL EXTENT 11C TO 9'-0' MAXIMUM VERTICAL EXTENT SGALf V S SCALE= NTS CONNECTOR SLEEVE TO RAFTER MINIMUM 6' LONG, CONNECTER SLEEVE MINIMUM 14 GA, SECURE COLUMN TC SLEEVE VITH (4) N12-140/4' SDF'S TS COLUMN TS ROOF RAFTE SECURE WITH — (4) Al2-14x3/4' SDF'S (EACH END) 18 GA U -CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN BOX EAVE RAFTER COLUMN CONNECTION DETAIL FOR �HEIH�TS13�< TO S 14'-0'UPO 6'-0'AL EXTENT SCALE NTs MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. 210 AIRPORT ROAD MOUNT AIRY, NC 27030 30'-0"x20'-0" SP FULLY OPEN STRUCT DtiC. ro SK -1 , 6 SECUSRE VIHTH �--� (4) N12 -14x3/,' , SDF '(EACEND) 1 TS ROOF RAFTER CONNECTOR SLEEVE .3/15 312� TO RAFTER _ J/ 6' MINIMUM 6' LONG, CII! SCTflr SLEEVE MINIMUM 14 GA, SECURE COLUMN TO SLEEVE WITH (4) #12-14x3/4' SDF'S IS DOUBLE COLUMN 3-12 IS GA. U -CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN CONNECTOR TO RAFTER 6' MINIMUM 6' LOW, CONNECTOR SLEEVE MINIMUM l4 GA, SECURE COLUMN TO SLEEVE WITH (4) (112-14x3/4' SDF'S TS COLUMN TS ROOF RAFTE SECURE WITH — (4) f12 -14x3/4' SDF'S (EACH END) 12 3 f IS GA. U -CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN BOX EAVE RAFTER COLUMN CONNECTION BOX EAVE RAFTER COLUMN CONNECTION DETAIL FOR HEIGHTS 14'-0' < TO S 20'-0' DETAIL FOR HEIGHTS 0' 11A UP TO 9'-0' MAXIMUM VERTICAL EXTENT 11C TO 9'-0' MAXIMUM VERTICAL EXTENT SGALf V S SCALE= NTS CONNECTOR SLEEVE TO RAFTER MINIMUM 6' LONG, CONNECTER SLEEVE MINIMUM 14 GA, SECURE COLUMN TC SLEEVE VITH (4) N12-140/4' SDF'S TS COLUMN TS ROOF RAFTE SECURE WITH — (4) Al2-14x3/4' SDF'S (EACH END) 18 GA U -CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN BOX EAVE RAFTER COLUMN CONNECTION DETAIL FOR �HEIH�TS13�< TO S 14'-0'UPO 6'-0'AL EXTENT SCALE NTs MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. 210 AIRPORT ROAD MOUNT AIRY, NC 27030 30'-0"x20'-0" SP FULLY OPEN STRUCT DtiC. ro SK -1 , 6 EXPOSURE C SECURE WITH (4) M12 -14x3/4' SDF'S (EACH END) - TS ROOF RAFTER ` 12 CONNECTOR REEVE /16 3�_ ��'� ; r TO RAFTER 3/16 3 TS ROIW RAFTER SECURE WITH r„ ��s- (4) H12-140/+' �,• SDF'S (EACH END) f CONNECTOR SLEEVE a/!6 TO RAFTER 3/i > - 4f• 3 / MINIMUM 6' LONG, CONNECTOR ♦g+ 6' f SLEEVE MINIMUM 14 GA, SECURE COLUMN TO SLEEVE WITH (4) M12 -14x3/4' f *J+ SDF'S 18 GA. U -CHANNEL KNEEd TS DOUBLE COLUMN BRACE FASTENED TO RAFTER AND COLUMN MINIMUM 6' LONG, CONNECTm( SLEEVE MINIMUM l4 GA, SECURE COLUMN TO SLEEVE ? WITH (4) t12 -14x3/4' SDF'S IS COLUMN 18 GA U-CHANNIEL KNEE BRACE FASTENED TO RAFTER AND COLUMN BOX EAVE RAFTER COLUMN CONNECTION BOX EAVE RAFTER COLUMN CONNECTION DETAIL FOR HEIGHTS 14'-0' < TO � 20'-0' DETAIL FDR HEIGHTS S 10'-0' 11� UP TD 9'-0' MAXIMUM VERTICAL EXTENT i1F UP TO 9'-0' MAXIMUM VERTICAL EXTENT SCALE NIS SCAL£ NTS TS ROOF RAFTER SECURE WITH (I) I12 -14x3/4' SDF'S (EACH END) CONNECTOR SLEEVE 3/16 TO RAFTER / ,6• 3 �• l 6' ♦g. d MINIMUM 6' LONG, CONNECTOR ( �. SLEEVE MINIMUM 14 GA, SECURE COLUMN TC SLEEVE WITH (1) 712-14x3/4' SDF'S { TS CCLU14N .! IB GA U -CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN BOX EAVE RAFTER COLUMN CONNECTION DETAIL FDR HEIGHTS 10'-0' O;( TO � 14'-0' 11E UP TD 6'-0' MAXIMUM VERTICAL EXTENT SCALE N S MOORE AND ASSOCIATES WAvn By. AT LE 210 AIR10 AIR CARPORTS PORT ROAD ENGINEERING AND CONSULTING, INC. c m ,n pmI, 30' -0"x20' -o" LAIRY, PEN STR IVWS m SK -1 Irv, s CPT10 WALL TO MA' BOW RAFTER EXTRA SIDE PANEL OPTION 29 GA. GAL VAN17rn NGTA — — -- TYPICAL RAFTER/COLUMN FRAME SECTION — EXTRA SIDE PANELS TYPICAL END ELEVATION EXTRA SIDE PANELS SCALE; NTS TYPICAL SIDE ELEVATION EXTRA SIDE PANELS SCALE: NTS MOORE AND ASSOCIATES WAWN tri AT EAGLE CARPORTS 210 AIRPORT ROAD ENGINEERING AND CONSULTING, INC. a� By$ � tntnl„lnMOUNT u TRY, NC 27030 13 IV*S 10 SK -1 MINIMUM 7' LONG, CON SLEEVE MINIMUM 14 G SECURE COLUMN TO SI WITH (8) 1112-14x3/4' TS DOUBLE EXPOSURE B SECURE WITH --- (4) /12-14x3/4' SOPS (EACH ENID IS GA U -CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN TS COLUMN m IS ROM RAFTER_ SECURE WITH CA) 012-14x3/4' SDF•S (EACH END) (� l2 ��•� '�— 18 GA U -CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN MINIMUM 7' LONG, C13NNECT13R SLEEVE MINIMUM 14 GA, SECURE COLUMN TO SLEEVE WITH (8) 412-14x3/4' SDF'S BOW EAVE RAFTER COLUMN CONNECTION BOW EAVE RAFTER COLUMN CONNECTION DETAIL FOR HEIGHTS 14'-0' < TO S 20'-0' DETAIL �13�EIGHTS � 13'-0'UUP TO 9MAXIMUM VERTICAL EXTENT SiAL:: NTS SCALE NTS TS ROOF RAFTER SECURE WITH. (4) 012-14x3/4' SOPS (EACH END) �Q 12 3 w N i' ° c a �• ° N 18 GA U—CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN MINIMUM 7' LONG, CONNECTOR IS COLUMN SLEEVE MINIMUN 14 GA, SECURE COLUMN TO SLEEVE WITH (8) 412-14x3/4' SDF'S BOW EAVE RAFTER COLUMN CONNECTION DETAIL FOR HEIGHTS 13'-0' < TO " 14'-0' 128 UP TO 6'-0' MAXIMUM VERTICAL EXTENT S ALL NTS r O{ 00 e MOORE AND ASSOCIATES LAULE 210 AIRPORT AVN #ri AT ROAD ENGINEERING AND CONSULTING, INC. ClECIM m � 3a_wvw-nMOUNT AIRY, . n� T o o 13 juvr. eo SK -1 iwv, 6 ml MINIMUM 7' LONG, CONNECTa SLEEVE MINIMUM 14 GA, SECURE COLUMN TO SLEEVE WITH (8) 812-14x3/4' SDF'S IS DOUBLE SECURE WITH (4) 412-14x3/4' SDF'S /EACH END) IS ROOF RAFTER 12 r.r 3(-_ 18 GA U -CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN 3-12 EXPOSURE C IS COLUMI IS ROOF RAFTE SECURE WRH .-- (4) 212-14x3/4- SDF'S (EACH END) L-18 GA U -CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN MINIMUM 7' LONG, CONNECTOR SLEEVE MINIMUM 14 GA, SECURE COLUMN TO SLEEVE WITH (8) q2 -14x3/4' SOF'S BOW EAVE RAFTER COLUMN CONNECTION BOW EAVE RAFTER COLUMN CONNECTION DETAIL FOR HEIGHTS 14'-0' < TO s 20'-0' DETAIL FOR HEIGHTS 10'-0' 12D UP TO 9'-0' MAXIMUM VERTICAL EXTENT 12F UP TO 9'-0' MAXIMUM VERTICAL EXTENT SCALE NTS SCALET NTS TS ROOF RAFTER SECURE WITH (4) 1112-14x3/4' SUPS (EACH END) )a 12 3f — 1 N 4j � Id d� 0 ° a ° f i 18 GA U -CHANNEL KNEE BRACE FASTENED TO RAFTER AND COLUMN 4 MINIMUM 7' LONG, CONNECTOR TS COLUMN SLEEVE MINIMUN 14 GA, SECURE COLUMN TO SLEEVE WITH (8) 812-14x3/4' SDF'S BOW EAVE RAFTER COLUMN CONNECTION �11ETAIL FO�HE GHTS 10'-0'< TO � 14'O 6'-0IMUM VERTICAL EXTENT NTS MOORS AND ASSOCIATES ENGINEERING AND CONSULTING, INC. 210 AIRPORT ROAD MOUNT AIRY, NC 27030 30'-0"x20'-0" SP FULLY OPEN STRUCT um I= poll in ros to SK-161mo 6 6' BOX EAVE RAFTER VERTICAL ROOF OPTION TYPICAL END ELEVATION VERTICAL ROOF SCALE: NTS TYPICAL SIDE ELEVATION VERTICAL ROOF SCALE( NTS 1-18 GAUGE HAT CHANNEL SPACED NOT M13RE THAN 4'-C' O.C. AND FASTENED TO EACH RAFTER V1TH (2) N12 -:4x3/4' SDF'S SEE NOTES (SHEET 3) TYPICAL FRAMING SECTION VERTICAL ROOF OPTION SCALE; NTS MOORE AND ASSOCIATES ENGINEERING AND CONSULTING, INC. 29 GA GALVANIZED METAL ROOF PANELS FASTENED TO HAT CHANNELS 12 V-18 GAUGE HAT CHANNEL TYPICAL SECTION VERTICAL ROOF OPTION SCALE: NTS r PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) SCALE: NTS 210 AIRPORT ROAD MOUNT AIRY, NC 27030 30'-0"x20'-0" SP FULLY OPEN STR 14 I>DVIt to SK -1 kw, 6 PERMIT: ADDRESS:. f JOB CODE: INSPECTION RECORD Inspection online form: http://www,ci-wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the i Inspections will not be performed unless this card is posted on the project section 1 to Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector 102 Caissons / Piers Initials Comments 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wail Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector 201 Electrical / Cable/ Conduit Initials Comments 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan Date Inspector Initials .15. U SEE OVER FOR ADDITIONAL INSPECTIONS Comments igh Inspection (continued) Date Rough Mechanical Residential Rough Mechanical Commercial Boiler I Furnace a Hot water tank Drywall screw and Nail 1 Moisture board I shower walls 2 Rough Grading 3 Miscellaneous nal Inspections Date )2 Gas Meter Release D3 Final Electrical Residential 04 Final Electrical Commercial 05 Final Mechanical Residential 106 Final Mechanical Commercial 1.07 Final Plumbing Residential 108 Final Plumbing Commercial Cl 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection B ;Idin Final Inspection Inspector Initials Inspector Initials_ Comments Comments Inspections from these entities shall be requested one week in advance. lease For landscaping and parking inspections p call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 418 ui 9 completed and approved by Planning, Public Works, Fire and Buildi Note: All items must be comp is issued. Approval of the Final Building Inspection does not ng before a Certificate of Occupancy constitute authorization of occupancy. permits please be sure that rough inspections are completed by the Fire District and For Low Voltage p Electrical low voltage by the Building Division. 01 0':y �� City of Wheat Ridge Residential Roofing PERMIT - 201707675 PERMIT NO: 201707675 ISSUED: 09/25/2017 JOB ADDRESS: 3275 Newland ST EXPIRES: 09/25/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko asphalt shingles - 42.33 sq Pitch = 5/12 *** CONTACTS *** OWNER (720)785-4170 ESKOW MARK SUB (303)804-0303 Tom Brown 070055 Northwest Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,778.64 FEES Total Valuation 0.00 Use Tax 310.35 Permit Fee 283.55 ** TOTAL ** 593.90 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201707675 201707675 3275 Newland ST ISSUED: 09/25/2017 EXPIRES: 09/25/2018 Residential Re -roof to install Tamko asphalt shingles - 42.33 sq Pitch = 5/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this permit. I est that I am legally authorized to include all entities named within this document as parties to the work to be perfo d at wo o be performed is disclosed in this document and/or its' accompanying approved plans and specifications. slava r o R or CONTRACTOR (Circle one) Date I, is permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting o rmit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any o m n �or� rMegMulatjhis j rjsd' tion. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Thursday, September 21, 2017 7:20 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED.1iJ/ Is this application for a Yes �✓� G � '/ �� q// ( 7 residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION +, Property Address 3275 NEWLAND ST Property Owner Name MARK ESKOW Property Owner Phone 720-785-4170 Number (enter WITH dashes, eg 303-123-4567) 9 T- L�� Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract markeskow@juno.com Yes 170460 - Contract.pdf CONTRACTOR INFORMATION Contractor Business Northwest Roofing Name Contractor's License 070055 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 3038040303 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 2425 S Colorado Blvd #280 (Primary address of your business) Contractor Email Address Ihammons@northwest-roofing.com Retype Contractor Email Ihammons@northwest-roofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or 42.33 14778.64 t 1 r [We Pitched roof (2:12 pitch or greater) 10 both? (check all that apply) What is the specific pitch 5/12 of the PITCHED roof? How many squares are 42.33 part of the PITCHED roof? Describe the roofing TAMKO materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional HOUSE detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 11 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant LEILA HAMMONS Email not displaying correctly? View it in your browser. 12 BtCOGNIZED As A 2 - 015 V,�lNNfR LNorth West ACCREDITED ' YO�tN N[5! AOOfINO .� Roofin BSB = BBB Rating: A+ Since 2963 2425 S. Colorado Boulevard, Suite 280 1 Denver, CO 80222 1 (303) 804-0303 1 Fax (888) 846-5545 3630 Sinton Road, Suite 100 1 Colorado Springs, CO 80907 ( (719) 632-6185 1 fax (888) 846-5545 Proposal su mitted to North est Roof Estimator Date -% Street City, State, Zip Job Location/Community Phone Insura a Com an Policy N 720 tit f s�. e OL405.1 Ems alit, � Adjuster (� ClaimIt C,r(L r 1 Scope of Work and Materiago be Provided: The scope of work and materials identified below will be completed by North West Roofing. ®ea Off Layers Install Decking (7/16 in. OSB) CHECK DECKING r6; Ins 1190 Ib or ice &Water Shield in valleys Install 2 x 4 in. Metal Drip Edge Color 65 WYE initials Install new Felt '} j RecoverRoofwith /Grh1 P 1 -4y -4 -,rte] L)�-i�L+�-Year Manufacturer's Warranty Shingle Manufacturer Color&c, Initials Closed Valleys - With Ice and Water Shield Underiayment Open Valley - With Painted Metal Ridges to be color coordinated shingles Replace - Rubber Pipe Jacks Au Paint Roof Stacks To Match Shingle Calor ALL Retce - Low Profile VentsTurbine Vents NoWest Roofing 3 Year Labor Warranty Metal Step Flashing O Step Flashing Chimney North West Roofing will Provide General Liability Insurance of at least $1,000,000.00 Clean Up and Haul Off all Trash El"Frotect and Clean Up Landscaping Clean around bushes and shrubs clean Out Gutters Roll yard with magnetic roller Permit Furnished by North West Roofing I agree, by signing below, to all the ntroct conditiann4--" front & bock of this agreement. Client's Representative Signature PUEBLO (719)633-7773 B11 signing this agreement the homeowner authorizes North West Roofing to represent the homeowner's best interest in pursuit of roof replacement or repair due to storm damage. This contract does not obligate the homeowner or North West Roofing until the claim is approved by the Insurance Company and accepted by North West Roofing. Upon Approval of the claim, North West Roofing will complete specific work at the price agreeable to the Insurance company and to North West Roofing. There is no additional cost to the homeowner except for their deductible. The agreed upon price will become the final contract price and North West Roofing will receive all insurance proceeds and supplements for the work completed by North West Roofing. initials L.J Th. Approximate Costs of the Services $ I f t L 79, Shall Be The Agreed Upon Cost Between North West Roofing and Your Insurance Carrier. Their RCV Cost Plus Supplements. 0 NOTICE if the Property Owner Plans to use The Proceeds Of a Property and Causality insurance Policy, Part 1 of Article 4 of Title 10, C.R.S., In accordance to Title 10 C.R.S., section 6-22-105, the roofing contractor cannot pay waive rebate, promise to pay or waive rebate or any part of insurance deductible applicable to the insurance claim for payment for the work on the covered property Deposit Amount $ 7Ltcy.y0 Date: North West Roofing shall hold in trust any payment from the property owner until materials are delivered or have performed a majority of the roofing work on the property. 'May not Include any additional taxes, base service fees and or supplements that pertain to the claim. NO CASH ACCEPTED Approximate Dates of Service: 10 DAYS AFTER AGREEMENT These dates of service are subject to change due to unusual delays in transportation of materials, ordinary weather delays, or by any other causes beyond the reasonable control of Contractor. (800) 333-1704 DENVER (303) 804-0303 I fax (888) 846-5545 Date of ueptance FORT COLLINS (9970) 484-9430 1-) 0 4 (co THIS CONTRACT BETWEEN NORTH WEST ROOFING (THE "COMPANY") AND THE CUSTOMER(S) (THE "CUSTOMER") WILL BE SUBJECT TO ALL APPROPRIATE LAWS. REGULATIONS AND ORDINANCES, AND THE FOLLOWING SPECIALTERMS AND CONDITIONS: This contract Is subject to the approval of Company's Management & Credit Department without exception. ALL CHECKS FOR PAYMENT MUST BE MADE PAYABLE TO NORTH WEST ROOFING THERE WILL BE NO EXCEPTIONS. HOMEOWNER WILL STILL BE LIABLE TO NORTH WEST ROOFING. FOR PAYMENT OF THIS CONTRACT IF CHECK IS MADE OUT TO ANY OTH ER ENTITY OR PERSON. If any provision of this agreement should be held to be Invalid or unenforceable, the validity and enforceability of the remaining provisions of this agreement shall not be affected. The customer agrees that the equity in this property is security for the contract. The company shall not be liable for the failure of performance due to labor controversies, strikes, fire, weather; inability to obtain material from usual sources, acts of God, or any other circumstances beyond the control of the company. If the customer defaults In payment of this contract, charges shall be added from the dates of the default at the rate of one and one half percent per month (18% per annum) with a minimum charge of $2.00 per month. If placed in the hands of an attorney for collection. Company shall be entitled to collect all attorneys' fees, and costs expended in enforcing the collection of any charges payable under the contract. You may cancel the contract and obtain an in full refund of any deposit within seventy- two hours after entering the contract in addition, you may resend the roofing contract pursuant to C.R.S. 6.22.104. If this contract is cancelled by the customer later than seventy-two hours from receipt of the written notice Identified in 6.22-104 or if the customer cancels the contract later than 72 hours; for a reason other than the receipt of written notice identified in 6-22-104. The customer shall pay The Company twenty percent (20%) of the contract prices as liquidated damages, not as a penalty, and the Company agrees to accept this amount as a reasonable and just compensation for cancellation and the efforts that the Company expended in relation to the subject of this contract If material has to be reordered or restocked because of a cancellation by the customer other than permitted by 6-22-104. Company will charge a restocking fee equal to fifteen percent (15%) of the contract price. The contract does not include the replacement of deteriorated decking, roofing jacks, ventilators, flashing, or other materials unless included In the contract and will then be charged on a time and material basis. The Companl/s Limited Workmanship Warranty 13 years) covers the labor to correct problems with the installation of the roof. The warranty does not cover damage to roofs caused by lightning, gales (SOMPH), hurricane, tornado, hailstorm, Impact of foreign objects, or damage to roofs due to the settlement, distortion, failure or cracking of the roof deck, walls or the foundation of a building. The Company is not responsible for any damage below the roof due to leaks caused by excessive wind, ice, or hall during the period of the warranty. The Company's warranty covers roof only. The Company Is not liable for any structural movement of the foundation or walls, settling, cracks in dry -wall, cracking or breaking of the driveway during the roofing or loading processes, of minor scratching or denting of rain gutters. Any pictures, wall hangings, lights, and collectables, both Indoors and out MUST be secured by homeowner. Any damage to personal items during installation will not be the responsibility of the company. The Company will also not be responsible for nail damage to people, animals, pets, or property. Pets should not be left unattended during installation. Any alteration or deviation from scope of work Involving extra cost will be executed only upon written orders, and become an extra charge to the above estimate. The Customer agrees to be solely responsible for carrying fire, tornado and other necessary Insurance. This contract and labor warranty shall not be assigned and are nontransferable unless specified in writing. The Customer will not receive a labor, material, or manufactures warranty if the contract is not paid In full. This contract constitutes the entire understanding of the parties, and no other understanding, collateral or otherwise, shall be binding unless in writing signed by both parties. This agreement is composed of front and back pages and all materials Incorporated herein by reference and shall be considered the entire agreement by the parties. Any representation, statement, or other communications not written in this contract are agreed to be immaterial, and not agreed on by either party, and do not survive the execution of this contract The company has the right to order excess materials. All excess materials belong to the Company. The Company reserves the right to require Customers to file for supplemental insurance claims if Insurance adjustor measurements are used and prove to be Incorrect, the Company discovers unknown conditions, or due to an increase in cost. The Customer has sole responsibility to provide safe -keeping areas for all pets. Company shall not be responsible for gates left open during or after Compani/s work. Supplements paid by the Insurance company for additional labor and/or materials needed beyond the original scope of repairs are part of this contract as if contained herein and will be paid to Company either by the Homeowner or Homeowner's Insurance Company. The final full payment shall not be delayed while waiting for city, county or other building Inspection department to inspect the work. Homeowner acknowledges Company is a General Contractor and as such will be entitled to 10% profit and 10% overhead if approved by insurance company as part of the claim. Homeowner Is solely responsible for Homeowners Association (Covenant approval) of roofing products and color. Company is not responsible for damage to stucco, siding, and wall abutment due to re -flashing, as a result of Installing new flashing. Company is not responsible for satellite dish realignment. North West Roofing reserves first (1) and second (2) right to correction of defects or resulting damage with ample time for correction. North West Roofing will not be responsible financially H homeowner calls a private contractor. " The waiver of a breach of a provision of this contract shall not operate as a waiver of any subsequent breach by any party. Company reserves the right to bill for percentage of work complete. Customer understands that a stop work order may be issued if requested progress payment is not met. Company reserves the right to bill on a pay per trade policy. Customer agrees to pay in full at the completion of each trade, prior to the Company starting a new trade. A maximum allowable retainage of 5% of original contract price shall be held for any punch -out items. Customer agrees to pay in full at completion of each trade A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Qct Job Address: s tir Permit Number: 2Q tj D -1 (1-1 5 F'12,DV E0 LiNo one available for inspection: Time a� �pm Re -Inspection required: Yes Io When correc 07 (have been made, call fFre-inspecti�o}n/ at 303-234-5933 Date: � I� 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: t Q ZOO E Job Address: 32'1 N rrl/J L jt -IO -Y17 Permit Number: `Zi? I -101 Cj'j 5 V' r17i� ❑ No one available for inspection: Time AM Re -Inspection required: Yes 9 When corrections have been made, call for? -inspection at 303-234-5933 Date: IS Inspector: DO NOT REMOVE THIS NOTICE Permit#:20121553 Issued: 11/05/2014 This certificate verifies that the building constructed and/or the use proposed • the building and/or premises, under the above permit number and • property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: MARK ESKOW 3275 NEWLAND ST WHEAT RIDGE CO 80033 Contractor: Robert M. Snyder 6378 UMBER CIR ARVADA CO 80403 J! 11� Jill 1111111 111 11 ril 111 ii . 111 � � 11 w Code ditions J12 ICC/2014 T,,-' ICC/2011 2006 ICC/2005 Other NO change shall be made in the USE • NEC this building without prior notice NEC and a new Certificate • Completion NEC from the City of Wheat Ridge. ng Inspector AEFninistrator CIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES City of Wheat Ridge Tr lot TO: Accounting Department Please refund: Contractors License$ ( 1 Total: $1,288.45 TO: Mark Eskow 3275 Newland St. Wheat Ridge, CO 80033 is, ml - to 20121553 CDA008807 07/25/13 INV 1,288.45- TOTAL 1,288.45- GL Posting Summary 01-101 BPS PERMIT PAYMENTS 1,288.45- 0.00 01-510-00-516 BPS PERMIT PAYMFNTS 0 00 1,288,45 TOTAL 1,288.45- 1,288,45 CITY OF WHEAT RIDGE Building Ins ection Divis! ( B pe 0 5 3 Insdion line (33) � 2 Fe r 550: 237-8 Fax Inspection Type: EF t�le c Job Address: 2 - 7 5 Permit Number: 0 • one available for inspection: Time AM/PM WHEAT RIDGE lw 10 _0 Inspection lype: 1E i� JobAddress: /VCk4-.4/V0 aZ� Permit Number: 2 5 3 ROM Men Date, 2, 3 -1 Inspector: DO NOT REMOVE THIS NOTICE l! p!!III 1 FII!!IpI!II 1 1 , 11 , 111 1 Em • i # a - - - ----- ---- at fim4 of submittal): Plan Review (due Credit Card Payment: Use credit card fis- Print name Signature: �Il CITY OF WHEAT RIDGE ( S Ildi g Ins pecti DI «a« 3 ©¥:5 n eotio 3■ (3 35 off !(3 » - :® 2 Inspection lype: JobAddress: PermitNumber:. ... . .. .... ... 0 No one available for inspection: Tim Date:,�2 -,12 Inspector: Nk. �, 1 1( 11% .41 City of W <Xt, ,_] 9 co CommuNiTYDEWLOPMENT Project Address: Y General Contractor: Electrical Contractor - --------- Company Name: Phone State License #: Master Signature of Authorized Agent Plumbing Contractor Date Mechanical Contractor ... . ....... y ,dy hone '7f 2 State License #: L- I Master #: Wheat Ridge License #: Company Name: Phone: Wheatdve/Ub #:,-, Signature of AuKorized Agent Date City of �KWh6at I k,,dg4c T 0 a • P*il " , )­7 - I E 'S T A00"s PiOOii#y (please print): LL.,Zk. Phone: 2,"-- - - 7 1 2 Mall A000illit: (if different than property address) _.. - R Am` i l I ililil I i 11; �� 111 i�l ' il l lll i 1 11,111 ! m i mug= Z=NA �ZI SIGNAWRE: DATE: wll=� Phone: 720-981-5333 Fax: 720-922-7935 Dear Mr. Cadotte. This letter is in response to your letter to Mark Rudniki (comment #4) dated December 19, 2012 for the 3275 Newland St residence remodel. I went to the 3275 Newland St residence to observe existing conditions and did no spread footings and concrete stem walls. Services, LLC IN ` IUMBOMMM73 MMEMMIMI 7 ,' 'J -' ' Address: Zoning: i Z Lot Size: 0 sq, ft. Lot Width: ft Property in the flood plain? Y ves add survevini condition FLD ty Type of project (applicable survey conditions in parenthesis): Existing Improvements: House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other sq. ft. mmm f �q "I Proposed Improvements: House: ft'. Addition to house:__ sq. ft Shed: sq. ft. Detached garage sq. ft. LI For one and two-family dwellings, the, first 25' of driveway area from the existing edge of pavement into Maximum Lot Coverage: q 0 _% --,— sq. ft. Melissa Macke 1= The plans were not approved earlier, but with this revised site plan they will be approvable. One of the conditions on the permit will be that the wider driveway is installed and paved prior to C.O. Please let me know if you are planning to submit full size drawings. Thank you, n Kirk Cadotte From: Kirk Cadotte Sent: Thursday, December 27, 2012 11:43 AM To: I mrarchitect@comcast,net' Subject: RE: Eskow Addition Mark I've reviewed the plans and have made notes on them. Notes are standard except I noted that the water, electrical and gas needed to have separate shut offs for each unit and metered per the water or utility provider. The building division will also need the release from the state of Colorado in regards to asbestos or lead paint issues. A demolition permit is required prior to starting any work or double permit fees will be assessed. Planning still needs to review the plans which I will let them know now while waiting for the above. Thanks Mark. Kirk Cadotte L Sr.Combination Inspector/Plans Examiner r e v (", 6k Office Phone: 303-235-2850 Fax: 303-237-8929 � � fns :�. City of Wft t R dge ommmTy DrytomtNTL c C u p �il= Ll ���,����, U CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only to not the intended recipient, you are notified that any disclosure, cop distribution, electronic storage '4\ this communication in error, please notify us immediately by e-mail, attaching the original message, ant V network to which y our computer is connected. Thank you. o*mr4r l From: mrarchitgd@com net [ma hie c cast.n t] oat a s— Sent: Wednesday, December 26, 2012 2:48 PM To: Kirk Cadotte Cc: markgskow @I Subject: Eskow Addition When we met last week I gave you a copy of the engineer's letter concerning the existing foundation • the home and garage. Please call me if you ♦ need any additional information or require further revisions to the drawings. Thank you. City of Wheat Ridge Municipal Building 7500 W. 29 Ave. 12/19/12 Mark Eskow 3275 Newland Street Wheat Ridge, Co. 80033 Re: 3275 Newland Street Wheat Ridge, CO 80033-8001 P: 303Z5.2855 F: 303.237.8929 Once I receive this information I can continue with my plan review wwwxi.wheatridgexoms M �M $q, FULF i s Ga la Am ps Squares father (Contract value or the cost of &I materials and labor included in the SDIIM project) Buil ding Divisio INSPECTION RECORD Occuaancvrrype INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic I Weatherproof / French Drain Sewer Service Lines Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. CONCRETE SLAB FLOOR Electrical Heating (Underground) ROUGHS Sheathing T Lath / Wall tie Mid -Roof Electrical Service I Rough Electric Rough Plumbing Gas Piping INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Rough Mechanical "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY /S ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. V VCCVIIYV Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof I Building Final Fire Department - R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY /S ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER •. • CITY OF WHEAT RIDGE 1 Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type z �za.�,f RIW/ Job Address s7" Permit Number 147.?4 ;F7 ❑ No one available for inspection: Time AM2pM} Re- Inspection required: Yes ✓ No . *When corrections have been made, call f � for rr re- inspection at 303- 234 -5933 Date: a //,fit Inspecto DO NOT REMOVE THIS NOTICE k' ♦ 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: pr)m T Job Address: '?,?7jc) Mpi, ji(ij) 1 Permit Number: L12 - �Q F tfkl 4'�, f �,c r8caa 3 X t6PN�ll fo G, ((,f JehFd' (t"p iP.n �/ LS 14 en r041 u ❑ No one available for inspection: Time 11:05 AM IPM Re- Inspection required: 6 v No f When corrections have been made, call for re action t 303 - 234 -5933 I Date: 0 �'l(� Inspector: LP / r [. DO NOT REMOVE THIS NOTICE p% f E - Y wl_ " ' City of Wheat Ridge Residential Roofing PERMIT - 102639 PERMIT NO: 102639 ISSUED: 11/24/2010 JOB ADDRESS: 3275 NEWLAND ST. EXPIRES: 11/24/2011 DESCRIPTION: Reroof 42 sqs with OC 3 tab shingles and redeck 42 sqs * ** CONTACTS * ** owner 303/572 -0055 Laura Newnam sub 303/825 -5273 ARCH 303/825 -5273 08 -0138 Colorado Roofing & Exteriors 08 -0138 Colorado Roofing & Exteriors ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0496 BLOCK /LOT #: 0/ ** FEE SUMMARY ** Permit Fee Permit fee additiona Total Valuation Use Tax Use tax additional ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES 251.85 109.2 01 217.04 63.00 641.09 12,058.00 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or its' accompanying approved plans and specifications. S a ture o f OWNS or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to fief irAper�y6n. Signature of Chief Building Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. G Z-C3 q City of Wheat Ridge Building Division Date: 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Plan #: Inspection Line: 303 - 234 -5933 _` Building Permit Application Property Address: 3 75 /V . g, & Jf Property Owner (please print): L9C/+�. bal' Phone: 3a3 57Z c---sj Mailing Address: (if different than property address) Address: Zip: Contractor Contractor License #: Q 3 1 P Phone: 3O3 8',-) 5),73 Sub Contractors: Electrical City License #: Plumbing City License #: Mechanical City License #: Company Company Company: Exp. Date: Exp. Date: Exp. Date: Use of space (description): De "s "ctiption of .work: 56Ji; q Z sy - 7/4� 05B Construction Value: $ 3S0-11D' (as calculated per the Building valuation Data sheet) Plan Review (due at time of submittal): b Sq. Ft. /L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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 covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: SIGNATURE: Date: 12/06/10 14:40:11 City of Wheat Ridge Page 1 bp340 -iq ESTIMATE OF VALUATIONS AND FEES mmackey THE FOLLOWING INFORMATION ARE ESTIMATES ONLY AND NOT ACTUAL VALUES. CODE - -- DESCRIPTION - - -- - - -- VALUATION- - - - - - -- -FEE - -- -USE TAX prm Permit Fee 3,500.00 109.20 0.00 totva Total Valuati 3,500.00 0.00 0.00 use Use Tax 3,500.00 0.00 63.00 TOTAL VALUATION: 3,500.00 FEES VALUATION: 3,500.00 PERMIT FEE: 109.20 USE TAX: 63.00 OTHER FEES: .00 TOTAL FEES: 172.20 �•" 1 City of Wheat Ridge - r� Residential Roofing PERMIT - 102639 PERMIT NO: 102639 ISSUED: 11/24/2010 JOB ADDRESS: 3275 NEWLAND ST EXPIRES: 11/24/2011 DESCRIPTION: Reroof 42 sqs with OC 3 tab shingles * ** CONTACTS * ** owner 303/572 -0055 Laura Newnam sub 303/825 -5273 08 -0138 Colorado Roofing & Exteriors ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0496 USE: UA BLOCK /LOT## : 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 12,058.00 FEES Permit Fee 251.85 Total Valuation .00 Use Tax 217.04 ** TOTAL ** 468.89 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge tc 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. 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 worNdascribed and approved in conjunction with this permit. I further attest that I am legally authorized to include all ent' es med within this document as parties to the work to be performed and that all work to be performed is disclosed in I s meat and /or its' accompanying approved plans and specifications. C -ot -(o S natu f OWNER Or CONTRACTOR (Circle one) Date 1. 2. 3. 4. 5. 6. 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. 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. 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. 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. 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. 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 inspectip . Signature Orrrcai Date N REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. y eW "�r�o City of Wheat Ridge Building Division Date. m 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Plan #: ca o o In spection Li ne: 3 03 -234 -5933 Permi Building Permit Application A'r9Pg :Adifl s , ��5 ALA&J st Property Owner (please print): Z -qua Ak Phone: '571 COS Mailing Address: (if different than property address) Address: City State Zi p : V IQW Jf f � rQQp4e � 6033 Cd (folornAo ii,'nA 4 4_X - rPr®r�, Contractor License #: Phone: Sub' Contractors: Electrical City License #: Plumbing City License #: Mechanical City License #. Company: Company Company: Exp. Date: Exp. Date- Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: S 1 Z C7 5 P Db.9cription [I- I (as cal euiatedper the Building Vatuadon Data sheet) 1 4y- sys oc- 3 fAb Jrrs W� t Z�7 hr,� Plan Review (duo at dme ofsubmittaO:S 1 .5+71 , 7 Sq. Ft - /L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ce III thations t the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regula 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 Ride Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field I action. CIRLCE ONE:: (OWNER) NTRAC or PERSONAL REPRESENTATIVE of (OWNER) NO TRAT ) PRINT NAME: D alefd SIGNATURE; �� Sa to: ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: A>G Job Address: 2X5 Permit Number: F 5~yorgF ❑ No one available for inspection: Time 3S AM/PM Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-234-5933 Date: Ze~S 7 Inspector DO NOT REMOVE THIS NOTICE INVOICE# PjPE L L INE - JOB DATE S-~-o 26591 pyIro g p® Ad~'Ir UST I S IIYC DATE PO # --P.O.- -Box 376- • -Watkm -_C0"80137_ 7-t3 (303) 696-9599 1 ESTIMATOR CALL ORIGIN o ; Fax (303) 671-6871 SERVICEMAN ~ ~ o- --JOB INFORMATION BILLING BNFORNiAFIoF1 y.,. NAME NAME .7- ADDRESS S / v1i1.,.71C~ S{Z ADDRESS CITY A ~ ST E ZIP CITY STATE ZIP g PHONE 063- z3 y4 3 PHONE LI`( - - - / 03 DESCRIPTION OF SERVICES ESTIMATE . L C POI $ Q/I /-I IJ-C/ o4 3 I'C6 04 6L PQ' J,,- LA/' k Y e II /)a z5jcz~_Iat r( f1 4- ' L 02 Or a Z ?6-n R - s ate z Lai V' r WARRANTY Terms of Warranty: APPROVAL COMMENTS: SIGNATURE + r SUBTOTAL 0 260 V THANK TAX PLEASE PA YOU! THIS AMOUNT / D D L ITEMS NOT INCLUDED: Landscape, grass, sod, trees, bushes, flowers, plants, fence repair, S decorative rock, private utilities, sprinklers, waterlines, electrical, gas, etc. Not responsible 11 1! for damage caused by unstable soil, cave-ins or any other unforeseen complications. ACCEPTANCE TERMS: Invoices are payable, in full, upon completion of work performed. Any invoice not OF INVOICE SI TURF paid when due, shall incur interest at the rate of 18% per annum. In the event that it becomes necessary to collect any unpaid balance owed, Pipeline Industries, Inc. shall be entitled to ❑ VISA ❑ M/C ❑ AMEX receive all costs of collection, including reasonable attorney fees. Pipeline Industries, Inc. shall be entitled to assert a mechanic's lien for all unpaid materials and labor supplied to CARD # ExP building projects pursuant to Colorado law. I APPROVAL # e ❑ CASH ❑ CHECK# " ' City of Wheat Ridge Residential Plumbing PERMIT - 090438 PERMIT NO: 090438' 'ISSUED:.' 05/07/2009 JOB ADDRESS:. 3275 NEWLAND ST EXPIRES: 11/03/2009 DESCRIPTION:' Install' clean outs and repair 10, of piping CONTACTS owner 303/237 1403 Laura Newnam sub i 303/696-9599 Steve Wakeham 01-9921 Pipeline Industries; Inc. PARCEL INFO ZONE CODE: UA 'USE: UA SUBDIVISION:: 0496 BLOCK/LOT#: 0/. FEE SUMMARY ESTIMATED PROJECT VALUATION: 4,500.00 FEES Permit Fee 144.70 Total Valuation .00 +~_'~)Q~e(G~ TTaP TRX Al nn of ""E?Tp City of Wheat Ridge Building Division Date: 0JI 0' 7I C9 7500 W. 29th Ave., Wheat Ridge, CO 80033 v m Office: 303-235-2855 * Fax: 303-235-2857 Plan °ocoaPO° Inspection Line: 303-234-5933 Permit#: Building Permit Application Property Address; 757 &11~40 &~J Co 00033 Property Owner (please print): L/A,U.rm- &4e.j/ja 4m Phone: 1343^Z37-1y O3 Mailing Address: (if different than property address) Address: City, State, Zip: Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Description of work: 7wq*_ 0 Ae tiA eA `t a ~ r.. y°"~ ApProx 54h- Sq. Ft./L.Ft added: /61 Squares BTU's Construction Value: $ "r'd (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. _ -11, _ CIRLCE ONE:: k" ER) ((CONTRACTOR) or PERSONAL REF PRINT NAME: _~Tted"f,r SIGNATURE: Date: 5-7-49 Contractor License Phone: 363 - 0 (a - 7 5 79 9 E L INVICE# ] Fj P A L.AI N E JOBDATE 5--/7- e2 26591 -NEWIN TRIES INC. --RO. Box 370- e Watkins; -C0-80T37----- DATE 5- 7 -0 PO # (303) 696-9599 ES TIMATOR ffLc"4 CALL ORIGIN Fax(303)671-6871 RVIC EMAN MISINFORMATION OILLI"Q INFORMATION NAME NAME ADDRESS 3Z 7-5- ADDRESS ST 'E CITY STATE ZIP PHONE PHONE I I T DESCRIPTION OF, SERVICES ESTIMATE. /J 'S L ~ e-O Arid ~s~ Gf n K U' r- ❑ WARRANTY Terms of Warranty: APPROVAL X COMMENTS: SIGNATURE SUBTOTAL THANK TAX " PLEA E P OU ® AY S THIS AMOUNT ITEMS NOT INCLUDED: landscape, grass, sod, trees, bushes, flowers, plants, fence repair, $ decorative rock, private utilities, sprinklers, waterlines, electrical, gas, etc. Not responsible for damage caused by unstable soil, cave-ins or any other unforeseen complications. TERMS: Invoices are payable, in full, upon completion of work performed. Any invoice not paid when due, shall incur interest at the rate of 18% per annum. In the event that it becomes necessary to collect any unpaid balance owed, Pipeline Industries, Inc. shall be entitled to receive all costs of collection, including reasonable attorney fees. Pipeline Industries, Inc. shall be entitled to assert a mechanic's lien for all unpaid materials and labor supplied to building projects pursuant to Colorado law. ' _j ACCEPTANCE OF INVOICE X SIGNATURE ❑ VISA ❑ M/C ❑ AMEX CARD # EXP APPROVAL # El CASH El CHECK #