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HomeMy WebLinkAbout4285 Ammons StreetINSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79 '-7 lNkSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Tye (�w I Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Concrete Encased Ground (CEG) 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. Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Mid -Roof Floodplain Inspection (if applicable) Lath / Wall Tie Fire Inspection / Fire Protection Dist. Rough Electric' Final Electrical Rough Plumbing/Gas Line Final Plumbing Rough Mechanical Final Mechanical Roof Rough Framing Final Window/Doors Rough Grading Final Building Insulation 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. 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 low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: )W�-D Job Address: a /�J�l�u _F 5 Permit Number: C70/ 7® .,>ay7 ❑ No one available for inspection: Time f P,"/ ' Re -Inspection required: Yeso) When corrections have been made ca tbf p re -ins ection at 303-234-5933 Date: //7 Inspector:��- DO NOT REMOVE THIS NOTICE i i CITY 6F WHEAt RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: feyvr.,- Job Address: LIZ 25"' A W (DNS S-r PermitNumber: 2 l i U Z Z W-) ❑ No one available for inspection: Time A M/,PM Re -Inspection required: Ye No When corrections have been made, call for re-inspecti)y on at 303-234-5933 Date: I ! Inspector: GV' DO NOT REMOVE THIS NOTICE FOR OFFICE USE ONLY City of Date Wh6a-t �Od-g'e- COMMUNrTy PlaftiP'erlr # 1, Building & Inspection Services Division 7500 W.29#x' ,Ave., Wheat Ridge, CO 80033 Plan Review Office: 303-235-2355 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Property Addres$.- Mailing Address: (if different than property address) Address: ('iter ;tate 7in && itect/Enaineer: r h tectlEnoirt E-mail- Contractor: -msil:Co tr actor: Contractors City Li rte MPly Contractor t -r s 1 Ad dro s: Sala Contractors. - Electrical: Plumbing: Mechanical: W.R. City License # W -R: City License # W.2. City License Other City Licensed Sub: Other City Licensed Scab: City License # City License Complete all information on BOTH skies of this farm NEW COMMERCIAL `y STRUCTURE ELECTRICAL ry SERVICE UPGRADE NEW RESIDENTIALSTRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION y ROOFING RESDENTIAL ADDITION DREPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,) RESIDENTIAL Ey y . STRUCTURE (Gara ..... shed,deck, MECHANICAL REPAIR 4• LACEMENT PLUMBING t Nwr y REPAIR .....s y w or . Py CMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (D ...w.'r t .. rnouni oTmatenats io Cie u ea, etc. " . S9 �1 Sq. FULF ` :;.a Btu's .. Gallons Amps. ; r^ Squares Other Ustina . Code Aecrovals ,LABORArORY- Underwriters Laboratories, Inc. (UL) Direct STANDARD.t Vented Gas Fireplace Heaters ing Heating Appliances for Manufactured Homes and Recreational Vehicles", and "Gas Fired Appliances for Use at High Attitudes'. is '"# #.:.: •#.,, ,,. ,,. *: tM° #:##...♦ : outside air source is required, lam Wom Canada. NMI. I B. Specifications ModelsThis awliance is e4ged with 5 mm ceramic your dealer for replacement glass. M High AltitudeInstallations NOTICE.r value of gas has been .# .i these rules #i not applyCheck with yourlocal gas utility or authorities # jurisdiction, installingWhen above 2000 Reduce input rate 4% fori1► feet above 2000 feet ,,fit Reduce inputt' for elevations between010 feet andA feet. AboveIi consult local gas Check with #.r, local i.a sutility to deteffnine proper orifice LIVII JaIIIIIIII # jj i iii I U# #. slate, glass or plasters, or any combination thereof. Materials that are #/Fiaspassing Standard Test Method for # of 40TICE. This appliance be electrically wired # r of local codes, with National Electric Code ANSI/NFPA 704atest edition or the Canadian Electric Code CSA r # , r i « a II COISM0430-C (NG) ### ## COSMi a a#. err Mrr tr COSM# Frr . rt a to # r rer re a# rFF rr r r r �� M High AltitudeInstallations NOTICE.r value of gas has been .# .i these rules #i not applyCheck with yourlocal gas utility or authorities # jurisdiction, installingWhen above 2000 Reduce input rate 4% fori1► feet above 2000 feet ,,fit Reduce inputt' for elevations between010 feet andA feet. AboveIi consult local gas Check with #.r, local i.a sutility to deteffnine proper orifice LIVII JaIIIIIIII # jj i iii I U# #. slate, glass or plasters, or any combination thereof. Materials that are #/Fiaspassing Standard Test Method for # of 40TICE. This appliance be electrically wired # r of local codes, with National Electric Code ANSI/NFPA 704atest edition or the Canadian Electric Code CSA Certificate of completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:20081273 Issued: 10/27/2015 Stipulations: Kitchen remodel (countertops and cabinets) This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 4285 Ammons Owner: R.L. Elenbaas 4285 AMMONS ST WHEAT RIDGE CO 80033-4443 Contractor: For the Following Purpose: Residential Remodel Code Editions NO change shall be made in the USE of — 2012 ICC/2014 NEC this building without prior notice — 2006 ICC/2011 NEC and a new Certificate Of Completion 006 ICC/20 'NEC from the City of Wheat Ridge. Other 216 Chie Bui g tor--Zo—En g A�in�istra`tor CE IFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES +2-3s emus a. � 1 l 10 69 INSPECTION RECORD INSPECTION REQUEST LINE: (303) 234 -5933 Occupancy/TVpe Inspector Initials 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 Initials Comments Monolithic Slab Reinforcement Water Service (Underground) Caissons Plumbing (Below / In -slab) Concrete Encased Ground (CEG) Inspector Initials Comments Heating (Below/ In -slab) Footing /Stemwall P.E. Letter Rough Mechanical Uo Not Pour Concrete Prior To Annroval Of Tha Ahnva Insnpctinns Underground /Slab Inspections Date Inspector Initials Comments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In -slab) Date Inspector Initials Comments Heating (Below/ In -slab) UO Not cover Underground or Below /In -Slab Work Prior To Annroval Of Tha Ahnva Insnartinnc Rough Inspections Date Inspector Comments omments Wall Sheathing Roof Sheathing Lath /Wall Tie Rough Electric Date Inspector Initials Comments Rough Plumbing Rough Mechanical _ Gas Piping Uo Nor Proceed VVlthmit Annrnval (]t Ohnva Rnrrnh In¢nartinna Rough Framing Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Frame Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303 - 235 -2846. For ROW and drainage inspections call 303 - 235 -2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. "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. L)ccupancy is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 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 -4a2 Job Address y ,29,5 4ggdz2y< ci Permit Number ✓ /loG� z i ' z Ei No one available for inspection: Time V,YP AM/ Re- Inspection required: Yes THIS NOTICE " 1 City of Wheat Ridge ► J Residential Roofing PERMIT - 111068 PERMIT NO: 111068 ISSUED: 09/07/2011 JOB ADDRESS: 4285 AMMONS ST EXPIRES: 09/06/2012 DESCRIPTION: Reroof 36 sqs with GAF /ELK shingles * ** CONTACTS * ** owner 303/422 -7673 Lee Elenbaas sub 303/922 -7663 Chuck Cooper .. 02 -2034 Kape Roofing ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0324 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 14,400.00 FEES Permit Fee 283.55 ., Total Valuation .00 Use Tax 259.20 ** TOTAL ** 542.75 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. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this docuy�nt and /or its' accompanying approved plans and specifications. ( of OWNER or CONTRACTOR )(Circle one) 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 dnsnd Offical 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. Ro te a City of bate COmmubli y DEVELOPMENT 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 Date: Plan # i Permit# Property A2dress 9-43 !) St. 1 Property Owner (please print): L e le, f e� �� Phone - 1 : ` -`a` S!9 j Mailing Address: (if different than property address) Address: City, State, Zip: C- tractor: p 4el Contracto City Lice rise #: Phone: 30', 922. hub Contract Electrical: Plumbing: Mechanical: City License # City License # City License # Descrlptlonrof work: �jf�y- Ten T ® -7 7 ' `-c*�- � � �� Contract Value: 3 Gra- -4 �. J��1 V 1 Qq 5h 1V1, U/ Review Fee (due at time of submittal): Squares J 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 th =CTOR) entity included on this application to list that entity on this application. CIRCLEONE: (OWNS (UTHORIZED REPRESENTA TIVE) of (OWNER) (CONTRACTOR) PRINTNAME: 'DVJ!n_ SIGNAT /1(tC DATE: �1 w, i vx"5",,;..a �c�°i '� /rti K ,�'✓z z .-� Fx,F n2d "' arz. r^' 7i ✓ - L '.:.,. :... �,.,se. ,,„a. � ry, ,,.�; : ;.e ✓� E ° ��"�as�r'"d '^'r`rr �. -' �ra s� iRE oe�,q�R��1�N r (7�ap�ro�ed�� � m���t� gtlisapproved�0 ��o ��kte'��eq re�� Bldg Valuation: $ r CITY OF WHEAT RIDGE Building Inspection Division J' (303) 234 -5933 Inspection line 303 235 -2855 Office " 303 237 -8929 Fax INSPECTION NOTICE Inspection Type EzS Job Address V 75 rare r /5 5 a Permit Number flue l ,fS�"�/ �e�". G�-6d .- '�rC,/t.°� Adl7 .�r>?l�i F "*a' ..�!�'.��'L?e 'F✓';�.� 1 11� CITY O F Building 1 �J :(303) 234- (303) 235 -2855 INSPEC WHEAT RIDGE nspection Division 5933 Inspection line Office ` (303) 237 -8929 Fax TION NOTICE inspection type Job Address V.29,5` opt°S Permit Number lA9se l ❑ No one available for inspection: Time /,'10 AM M r Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 -234 -5933 Date: Inspecto te r. DO NOT REMOVE THIS NOTICE .. V CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type "r� ° �`'� Job Address �`a � w J; Permit Number f late: ' °i Inspector.: DO NOT REMOVE THIS NOTICE City of Wheat Ridge l Residential Deck PERMIT - 110501 PERMIT NO: 110501 ISSUED: 05/05/2011 JOB ADDRESS: 4285 AMMONS ST EXPIRES: 05/04/2012 DESCRIPTION: Rebuild deck and roof over deck. 500 sq ft. * ** CONTACTS * ** owner 303/902 -0744 R.L. Elenbaas gc 303/422 -7673 02 -1963 ELM Custom Services ** PARCEL INFO ** ZONE CODE: R -2 USE: UA SUBDIVISION: 0324 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT_ VALUATION: 10,800.00 FEES Permit Fee 140.90 Permit fee additiona 79.25 Plan Review Fee 91.59 Plan Review Addtiona 51.51 GD53" Total Valuation .00 Use Tax 108,00 Use tax additional 86.40 ** TOTAL ** 557.65 Conditions: Must comply w/ 2006 IRC & 2005 NEC. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document' d5p — tlss"Tecompanying approved plans and specifications. Signature of OWNER or,,_CONTRACTgR (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 inspection. Signature of Chief ZMADE ffical Date INSPECTION RE NE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BY 3PM AN Y BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. IN �I (Ay of i h0- ,a lt ! ut- - _> ll) -, t .:�,,.�, l.-, t I , P� °its i t>i= tiu:r•,i � �, Flan 4 CC j t Building & Inspection Services Division Permit # // p 5 ZZ j 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application Pro pertyAdd'ess:, t+nnrtnonJ �f _ Property Owner (please print): R. L LZG7U C31 S Ph one: 3 03 ©Z o7 AI4 Mailing Address: (if different than property address) Address: City, State, Zip: Cotkg04 *r: Contractors City License #: C7z — )oj( Phone: 3 c-,3 Stib,`�onira�tur Electrical Plumbing: Mechanical City License # City License # City License #, C3as'crl�a� �� u�iirist G. DC.t 1 �G Gl e,Cr� ��^C'vtic , -3j- 15 • Contra t Value: ��GtJ i aver' Gle.Gk y5© mil! ' �;5'�S Review Fee (di at time of submittal): Squares Z BTU's Gallons Amps Sq Ft. 'Soo $ OWNER/CONTRACTOR 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 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 b the l g y ga owner of the roP e rt3' to perform the described work P and am also authorized by the legal owner of any entity included on this application to list that entity on this application. - - CIRCLEONE: (OWNE (CONTRACTOR) (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAM n e- & C %,-, SIGNATURE DATE: 15- z- i � ` , " ✓/ fi / d w ti ea a FC ! ysJ ✓r��^.� S �e�✓lw�✓s"���f�� fir" r� f z� ��� � 3� } S ; - ✓r J ✓ri r r .^ ✓ j l la ✓' » x,,, .R 1 ,ass- % rr 0 Cf f ✓ e ✓� � ✓�✓i r n+r J r "' � r _. ✓ i u r `r �'" H� �C� � �✓i ^` � r $ -... a.�a J ✓ ✓r >� s/ S ✓v" J r'✓ �`r tj�'?"��l �"r'r" Y l Sv �z fi ,,� f f .7a l 1� Qom, J?I✓G` .TA`' ��f .e9.' Y�+`'f "Y - 1° U�LIGI�VO(3K6'COMAA��+775 ✓.c� °�s ✓Gy � ✓ '..zi r� : � s Y� < ,a � G �:` €". 'r'^2 5%,a z a ✓ t .a ✓r ✓ r JR ��.:J� a � ,l r�'' /t ' ~�� "OCCI 1 {'��x r ��es� RevtQW�r ✓r ? H ag r . s r Z / '�' l up ,.�r J � , v2 �.rzi�x� , ���' Y "` ^` l � w t= - � „' r 5 J' r lJ, J``rJ C "r f. FIRE OEPARTMENY �approv@tl Wf cbmmehts i7 dw'appYaved t7nao�rev'tevaTegm d Bldg Valuation $ /0, eef & 2 0 .r BY: TITLE: DATE OF ACCEPTANCE: 1TE I T:/ O ORDER QUOTE :eta ' Ap,r, 2011 8:17PM BOISE No-9017 P. 2 �eel�c de Single 5 -1/8" x 12" BOISE GLULAMO 24F -V4/DF Roof Beafn\RBO1 BC CALCO 3.0 Design Report - US 1 span I No cantilevers 10/12 slope Tuesday, April 19, 2011 Build 517 File Name: BC CALC Project Job Name: Description: RB01 Address: Spec'If!Or; City, State, Zip:. Designer: Customer: Company: Code reports; AITC 117 -2004, LA - 01365 Misc: iz 1 B0, 3.112" - 81, 3-1jr DL 1.919 lbs DL 1,919 lbs - SL 3,000 lbs SL 3,000 lbs Total Horizontal Product Length = 10.00.00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% 1 Standard Load Unf. Area (psf) L 00 -DO -00 16 -00-00 15 25 15 -00 -00 Poe. Moment 16,566 ft -IDS 65.6% 115% 3 1 • Intel End Shear 4,125 IbS 33.0% 115 3 1 - Left Total Load Dell. L/307 (0.608 ") $8.6 ° /a 3 1 Live Load Defl. U503 (0.371 °) 47.7% 3 1 Max Deft %" 0.608" 60.8% 3 1 Span / Depth -15.5 We 1 %Allow %Allow BO Post 3- 1/2 "x3 -1 /2" 4,919 lbs We 61.8% Unspecified B1 Post 3- 1/2 "x3 -1/2" 4,919 lbs n/a 61.8% Unspecified Member is not Cully supported at post 130. A Connector ie required at this bearing. Member is not fully supported at post 61. A Connector is required at this bearing. For roof members with slope (114)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope (1/2)/12 or less final design must account for Rain -on -Snow surcharge load. Design meets Code minimum (L/1 SO) Total load deflection criteria. Design meets Code minimum (U240) Live load deflection criteria-, Design meets arbitrary (1') Maximum load deflection criteria. Page 1 of 1 Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for partioular application. Output here based on building code- accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232 -0786 before installation. eC CALCO 60 FRAMER ®, AJS' -, ALLJOISTGD, BO RIM SOARDTM, SCI (D, BOISE GLULAMm, SIMPLE FRAMING SYSTEMO, VERSA -LAMO, VERSA -RIM PLUSO , VERSA - RIM(, VERSA- STRAND@J, VERSA -STUDS are trademarks of Boise Cascade Wood Products 2011 -04 -19 07:51 01676 3032279485 >> 1502- EXPDTR /P1-IN SLS P 2/3 -- - - - � 0 / a � n . :. v G� \ � /� � 2 }� � > ._ j |f!! FF � - oe z 0 / a � n . :. v G� \ � �J /\ i2 /� � 2 }� � > ._ j |f!! 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Wheat Ridge Building Departmen 14515 North Outer Forty Drive Approved Suite 300 Chesterfield, MO 630175746 a Re: 81104173 FICiAL DATE Rick Wasmund Validity of permit: The issuance of a permit or approval of plans, specifications and computations shall not be a permit for, or an approval of, any violation to any of the provisions of the building code or of any City ordinances. .: permits presuming to give authority to violate or cancel the provisions of the Building codes or other ordinances of the City shall not be valid. The truss drawing(s) referenced below have been prepared by NET& Industries, Inc. under my direct supervision based on the parameters provided by Precision Framing Systems. Pages or sheets covered by this seal: I17695659 thru I17695666 My license renewal date for the state of Colorado is March 31, 2012. Important Notice: If visually graded lumber is used for the trusses covered by these designs, see "SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use. MiTek does not warrant third -party lumber design values. APPROVED Subject to Field Inspections Wheat Ridge Building Dept. 5 1 ate. �ifl��l. Si .. ...........................Plan Checker — ' April 25,2011 Fox, Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. a 15 -00 -00 l.:®Y Job as Truss Type Qty Ply Rick Wasmund TCLL 30.0 SPACING 2 -0-0 CSI DEFL in 117695659 81104173 Sol GABLE 1 1 9-10 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.59 Job Ref foptionalli Precision Building Systems, Denver, Colorado 80216 7.250 s Mar 23 2011 MiTek Industries, Ina Mon Apr 2510:30:44 2011 Page 1 ID: KMGAgfiDGKa4HbStCVa9zOoOC- gri6jpQ1 bi549YvkIATh3o5PFSyG5FcG ?UAC_FZNCNP [ I 7.10. 4 14 I 15.0 - a I 1_1 I ao-o-o l 1.0.0 &i1 7 -1 -2 7 -i0. 7 -lo-ia 1 -0.o Scale = 1:51.9 4.0O 12 4x6 4 62 eY d d Plate Offsets (X,Y): [2:0- 5- 2.0 -1 -8], [3:0- 30,Edge], [5:0- 3- 0,Edge], 16:0 -5- 2,0.1 -81, [9:0-4-0.0-3-0],113:0-1-12,0-0-121, [17:0 -2 -0,0.0 -12], [20:0- 2- 0,0-0-12], [24:0.2- 0.0 -0-4], 135:0 -1 -12 ,0.0.121 [41:0.2 -00 -0 -12] [44:0.2 -00.0.121146:0 -2 -00.0- LOADING (psi TCLL 30.0 SPACING 2 -0-0 CSI DEFL in (Ioc) Vast L/d PLATES GRIP (Roof Snow =30.0) Plates Increase 1.15 TC 0.97 Vert(LL) -0.27 9-10 >999 240 MT20 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.59 9-10 >611 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Hom(TL) 0.17 6 n/a We BCDL 10.0 Code IRC2006ITP12002 (Matrix -M) Weight: 1491b FT =O% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2X 4 SPF No.2 BOTCHORD Structural wood sheathing directly applied or 7 -8 -7 ac bracing. WEBS 2 X 4 SPF No.2 WEBS 1 Row at midpt 3-9,5-9 OTHERS 2 X 4 SPF No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation aide. REACTIONS (lb/size) 2= 1580/0.38 (min. 0.2 -8), 6= 1580/03 -8 (min. 0 -24) Max Ho¢ 2=93(LC 8) Max UpIM2= 370(LC 9), 6= 370(LC 9) FORCES f b) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2- 3= 3428/719, 3-61= 2379/521, 4- 61=- 2369/548, 4-62= 2369/548, 5-62= 2379/521, 5-6 =- 34281719 BOTCHORD 2-10=-58113167,9-10=-584/3162,8-9=.58413162,6-8=-58113167 WEBS 3-10=0/275,4-9= 1311929,5-8=01275, 3-9=A2691296,5-9= 12691296 NOTES 1) Wind: ASCE 7 -05; 110mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =loft; B=45ft; L =30ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate gap DOL =1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (name[ to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSl1TPI 1. 9) TCLL: ASCE 7 -05; Pf =30.0I df (flat roof snow); Category II; Exp C; Fully Exp.; C1 =1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 par or 2.00 times flat roof load of 30.0 psf on overhangs non - concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcuffent with any other live loads. 9) Provide mechanical connection (by othere) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (ft =11a) 55 =370, 58 =370. 10) This truss Is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI ?PI 1. 11) "Semi-rigid pitchbreaks including heels" Member end forfty model was used in the analysis and design of this truss. LOADCASE(S) Standard Mnek connectors. ____ =•v = =w ... w0.=.= • =r. ==�_==N "� = = „ _ „ wrvmnru Plaanry umena, mmnr ana ParPmnina comPOnem 14515 N. Omer Forty, SuM1e 013013 Safety InlormaXOn available from Tma Plate lnsfitate.781 N. Lee Street S01te 312, Alexandria, VA 22314. cheete,sem. MO 63017 10 9 8 3x10 = 5x8 = 3xlo = April 25,2011 Job Truss Truss Typo Oy Ply Rick Wasmund (Roof Snow =30.0) Lumber Increase 1.15 TCDL 70.0 Rep Stress Incr 17695660 81104173 S02 Scissor Truss 8 7 HOrz(Q 0.79 8 n/a n/a (Matrix -M) Jab Reference (optional Precision Building Systems, Denver, Colorado 80216 7.250 s Mar 23 2011 MiTek Industries, Inc. Man Apr 25 10:30:46 2011 Pagel ID:KMGAgf,DGKa4HbStClyfa9 ODOCS1gseVS77KLOPS35tbW98DBn IFf9Z53ZSofJ28zNCNN ri -0-D 5111 10-0-12 15na i 111]-0 i 20-2 -8 i 40-0.0 I}11 sae 0-7-4 a7< 0-7-0 a7< sae 1 - 0-o Scale = 1:52.7 4.00 12 5x5 = �l _. LOADING (psf) SPACING 2-0.0 TCLL 30.0 plates Increase 1.15 (Roof Snow =30.0) Lumber Increase 1.15 TCDL 70.0 Rep Stress Incr YES BC^ ^OA Code IRC2006/TPI2002 LUMBER TOP CHORD 2 X 4 SPF No.2 - Excepr 14,6 -9: 2 X 4 SPF 165OF 1.5E BOTCHORD 2X4SPF210OF1.8E WEBS 2X4 SPF No.2 CSI DEFL in (loc) I /deft L/d PLATES GRIP TC 0.87 Vert(LL) -0.84.11 -12 >428 240 MT20 1971144 BC 0.78 Vert(TL) -1.72 11 -12 >209 180 MT20H 1481108 W13 0.61 HOrz(Q 0.79 8 n/a n/a (Matrix -M) Weight: 99 lb FT =O% BRACING TOP CHORD Structural wood sheathing directly applied or 1 -11 -14 cc puffins. BOT CHORD Structural wood sheathing directly applied or 7 -0.10 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 2= 1580105 -8 (min. 0-1-15),8=1580/0-5-8 (min. 0 -1 -15) Max Horz 2 =93(LC 8) Max Uplift2= 370(LC 9), 8= 370(LC 9) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 fib) or less except when shown. TOP CHORD 2- 3= 652811364, 3- 19= 6053/1156, 0-19=599111167, 4-5= 45491889, 55= -0549/889, 6-20= 5994/1168, 7 -20= 605611158, 7-8=- 652511362 BOT CHORD 2-12=-1228/6203,11-12=-995/5498, 10-11=997/55110,8-10= 1122616200 WEBS 5-11=-42212603,6-1 1=14821364, 6.10= 01490, 7- 10=-414/248, 4-11= 1471/362, 4-12 = 0/496, 3-12= 4221251 NOTES 1) Wind: ASCE 7-05; 110mph; TCDL= 6.Opsf, BCDL= 6.0psf; h =20ft; B=45ft; L =30ft; eave =411; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) TCLL: ASCE 7-05; PI- -30.0 psf (Flat roof snow); Category II; Exp C; Fully Exp.; Ct =1.1 3) Unbalanced snow loads have been considered forthis design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 pat on overhangs non - concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chard live load nonconcurreM with any other live loads. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upliti atjoint(s) except Gt =1b) 13 =370, 16 =370. 9) This truss is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI ?PI 1. 10) "Semi -rigid pitchbreaks including heals" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard - 200 12 4.12 4.12 = April 25,2011 Design valid for use only with M7ek connectors. Thb ocean Is based only upan parameters shown, and is for an individual building component. Appricabity of design poramenters and proper Incorporation of component Is responsibility of building designer -not buss designer. Bracing shown is foriateral supppod of indMdual web members any. Additional temporary bracing to Insure stably durnpconstructlon k the responslb➢iy ofthe erector. Addltonal permanent bracing of the overall structure h the resperalbllitV f the building designer. For general guidance regarding fabdcatlon, quality control, storage, delivery, erection and bracing, consult ANSI/11`11 Oaailly Cdteda, DSO -89 and Dal Building Component 14515 N. Outer Forty, Suite *300 Saletylnformallon available from Truss Plate institute. 81 N. Lee Street. Suite 312, Alexandda, VA 22314. Chesterfield. MO 63017 200 12 4.12 4.12 = April 25,2011 Job Truss Truss Type Qry Ply Rick Wasmund LUMBER - TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0.0 oc puriins. BOT CHORD 2 X 4 SPF No.2 117695661 61104173 Vol GABLE 1 1 Installation guide. REACTIONS All bearings 255 -0. (Ib) - Max Horz 1 =74(LC 8) Max Uplift All uplift 100 lb or less st joint(s) 1, 7, 10 except 11= 109(LC 9),12= 1 IS(LC 9), 9= 109(LC 9), J b Refs... ( ti 11 Precision building Systems, Denver, Colorado 80216 7.250 s Mar 23 2011 MiTek Industries, Inc. Mon Apr 2510:30:47 2011 Pagel ID: KMGAgtiDGKa4HbStClyfa9zOoOC- 2EOEMrSeudTf00eJQ11 OhQj6jfAOHggihSOSaazNCNM 254>0 12 -168 � Scale = 141.1 4x4 = LOADING (psQ TCLL 30.0 (Roof Snow--30.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IRC2006/TPI2002 CSI TC 0.25 SC 0.10 WB 0.11 (Matrix) valid for use only Win Mtfek connectors. This design is based only upon parameters shown and is loran intlividual building component. DEFL in (loci Well L/d Vert(LL) We - n/a 999 Vert(TL) We - n/a 999 Horz(TL) .0.00 7 n/a Old PLATES GRIP M720 1971144 Weight: 70 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0.0 oc puriins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing. OTHERS 2 X 4 SPF No.3 MiTek recommends that Stabilizers and required cross bracing be 14515 N. ONer Fo V, Suite MOO installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 255 -0. (Ib) - Max Horz 1 =74(LC 8) Max Uplift All uplift 100 lb or less st joint(s) 1, 7, 10 except 11= 109(LC 9),12= 1 IS(LC 9), 9= 109(LC 9), 8= 115(LC 9) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10= 364(LC 1), 11= 508(LC 2), 12=147(LC 1), 9= 508(LC 3), 8= 447(LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 410 =- 281/49, 3-11= -033/157, 2- 12= 347/162, 5-9= 433/157, 6-8= 347/162 NOTES 1) Wind: ASCE 7 -05; 110mph; TCDL= 6.Opsf; BCDL= 6.Opsf, h =20ft; B=45ft; L =26ft; eave =4ft; Cat. 11; Exp C; enclosed; MWFRS (all heights); cantilever left and night exposed; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) TCLL: ASCE 7-05; Pf =30.0 pal (Flat roof snow); Category 11; Exp C; Fully Exp.; Ct =1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift atjoint(s) 1, 7, 10 except (jl =1b) 11= 109,12= 115,9= 109,8 =115. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI ?PI 1. 8) "SemFrigid pftchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ri ign valid for use only Win Mtfek connectors. This design is based only upon parameters shown and is loran intlividual building component. Applicability of design pammerters and properincorporation of component Is responsibility of building designer -not truss designer. Bracing shown tsbrlateralsuoppodofindMdualwebmembenonty. Additional temporary bracing to insure stability dunngconstruction is theresponsibllity of the rector. Additional permanent bmdng of the overall stwcium b the msponsibifty of the building designer. Wrgeneral guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul ANSIpPII Quality Criers, DS11-89 and ll Sf Bonding Component 14515 N. ONer Fo V, Suite MOO Safety lnlormallon avaloble tom Truss Plate Institute, 781 N. Lee Street. Suite 312. Alexandra, VA 22314. OQestemeltl. M0 63017 ` 3x4 12 11 10 9 8 3x4 1.5x4 1.5x4 11 5x5 = 1.5x4 11 1.5x4 April 25,2011 Job Truss Type Qty Ply Rick Wasmuntl Lvo2ss SPACING 2 -h-0 117695662 B1104173 GABLE 1 1 GRIP TCLL 30.0 plates Increase 1.15 TC 0.63 Vert(LL) n/a - Job Reference (op[iaw11 Precision Building Systems, Denver, Colorado 80216 7.250 is Mar 23 2011 MTek Industries, Inc. Mon Apr 25 10:30:46 2011 Page 1 ID: KMGAgriDGKa4HbStCly fa9zOoOC- lQ %dZBTGfxbVeADV_ ?Yd EeGBc3TWV66sw66Q7lzNCNL Scale =134.7 4x4 = 3 LOADING(psq SPACING 2 -h-0 CSI DEFL in (loc) tdeft L/d PLATES GRIP TCLL 30.0 plates Increase 1.15 TC 0.63 Vert(LL) n/a - n/a 899 MT20 197/144 (Roof Snow =30.0) Lumber Increase 1.15 BC 0.27 Vert(ri.) n/a - ma 999 TCDL 10.0 Rep Stress lncr YES WB 0.13 Hom(TL) 0.00 5 ma n/a SCLL 0.0 BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 561b FT s:0 LUMBER TOP CHORD 2X 4SPF NO.2 BOTCHORD 2X4SPFNo.2 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling. BOT CHORD Structural wood sheathing directly applied or 10-0 -0 or. bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation oulde. REACTIONS All bearings 21 -9-0. (lb) - Max Ho¢ 1 =61(LC 7) Max Uplift All uplift 1001b or less atjoint(s) 1, 5 except 8= 166(LC 9),6= 166(!_C 9) Max Grav All reactions 250 Its or less at joint(s) 1, 5,7 except 8= 703(LC 2), 6= 703(LC 3) FORCES (Its) - Max. Comp. /Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-8= 559/227,4 -6= 559/227 NOTES 1) Wind: ASCE 7 -05; 110mph; TCDL= 6.Opsf BCDL= 6.Opsf, h =20ft; 6=45ft; L =241t; eave =oft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) TCLL: ASCE 7 -05; Pf =30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurtant with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) 1, 5 except (It —lb) 8 =166 ,6 =166. 7) This truss is designed In accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) "Semi -rigid ptchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Design valid for use only weh Mgek connectors. This design Is based only upon parameters shown, and is for an individual building component. Appllcabiffy of design parameniers and properincorporatlon of component Is responsibility of building designer -not truss designer. Bracing shown is for lateral wpport of individual web members only. Additional temporary bracing to insure stability durmgconstmcfloh is the responsibility of the erector Addi1tional permanent bracing of the overall structure is the responabllity of the bolding designer. For general guidance regarding fabdcatlon, overly control, storage, delivery, erection and bracing, consult ANSVrPll Quality Criteria, gill-By and SCSI Building Component 14515 N.Outer Forty, Suite #300 Safety lnraanaMOn available from True Plate Institute, 781 N. Lee Street, Suite 312, Alexandno, VA 22314. OM1es9edieltl, M063017 Set 8 7 6 3x4 1.5x4 II 5x5 = 1.5x4 II Job Truss Truss Type qty Ply Rick Wasmund (Roof Snow -30.0) Plates Increase 1.15 TCDL 10.0 Lumber Increase 117695663 81104173 V03 GABLE 1 1 Weight: 451b FT =O% BRACING J ob Reference torsionall Precision Building Systems, Denver, Colorado 80216 8-104 7.250 s Mar 23 2011 MTek Industries, Inn Mon Apr 2510:30:49 2011 Page 1 ID:IWGAgfDGKa4HbStClyfa9 OoOC- VcV PnXUuQFjMGKohYj3smrpP /Tgpl -08- ZNCNK Scale = 1:28.3 LOADING (psf) DEFL in (loc) Ifdeft Ud TCLL 30.0 SPACING 2 -0-0 (Roof Snow -30.0) Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES Code IRC2006/rP12002 LUMBER TOP CHORD 2X 4 SPF NO.2 BOTCHORD 2X4SPFNo.2 OTHERS 2X4 SPF NO.3 44 = 3 CSI DEFL in (loc) Ifdeft Ud PLATES GRIP TC 0.41 Vert(LL) n/a - n/a 999 MT20 1971144 Be 0.14 Vert(TL) n/a - n/a 999 WE 0.10 Horz(TL) 0.00 5 n/a n/a (Matrix) Weight: 451b FT =O% BRACING TOP CHORD Structural wood sheathing directly applied or 6-00 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10 -0 -0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 17 -9 -0. (Ib) - Max Horz 1= -48(LC 7) Max Uplift All uplift 100 lb or less at joints) 1, 5,7 except 8= 134(LC 9),6= 1134(1_13 9) Max Grant All reactions 2501b or less at joint(s) 1, 5 except 7= 306(LC 1), 8= 536(LC 2), 6= 536(LC 3) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2- 8= 445/189,4 -6= 445/189 NOTES 1) Wind: ASCE 7 -05; 110mph; TCDL= 6.Opsf; BCDL= 6.Opsf, h =20ft; B =45ft; L =24ft; eave =41t; Cat. I1; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) TCLL: ASCE 7 -05; P1=30.0 psf (gat roof snow); Category II; Exp C; Fully Exp.; Ct =1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 he uplift at joint(s) 1, 5, 7 except 61=16) 8=134,6=134. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. 8) "Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 11 3x4 8 7 6 3x4 1.5x4 5x5 = 1.5x4 11 - Design valid for use ony with Walk connectors. Thu design is based only upon parameters shoem, and Is for an IndMdual building component. Applicability of design paramenters and proper inemporation of component is responsibility of building designer -not inns designer. Bracing shovm h forlateral supppon of lndNidual web members only. Additional temporary bracing to insure stabiliNtl SgnsUuclon is the responsibility of the rector. Additional permanent bracing of the overall structure is the responsibility of Rte building designer. FOr general guidance regarding fabrication, quality control, comas, delivery, erection and bracing, consult ANSI /TPIi Quality Criteria, 1141149 and RCS ButWing Component ' N.Outer Fody, suite MW SaWnformaROn avolable from Truss Plata lnstiNte,781N. Lee Street, Suite 312, Alexandre, VA 22314. Lhealer(eId,M063017 3x4 8 7 6 3x4 1.5x4 5x5 = 1.5x4 11 - Job Truss Truss Type Qty Ply Rick Wasmund TOLL 30.0 SPACING 2 -0-0 CSI 117695664 81104173 104 GABLE 1 1 Plates Increase 1.15 TC 0.23 Vert(LL) n/a - n/a 999 Job Reference (options] ereclslon buil0ing systems, uenver, U010raUO 60215 7.250s Mar232011MTeklndusides,inc. Mon Apr2510:30:60 2011 Pagel ID:KMGAgriDGKa4HbStClyfa9zOOOC- o3N sVWBYrDtTNu6Qa5J3LcMsBZUOX9NQdXMNCNJ alo-a w 6-10.8 6.10.8 Scale = 1:21.9 4x4 = 3 LOADING (psf) TOLL 30.0 SPACING 2 -0-0 CSI DEFL In (loc) Vdefl L/d PLATES GRIP (Roof Snow =30.0) Plates Increase 1.15 TC 0.23 Vert(LL) n/a - n/a 999 MT20 1971144 1 0 Lumber Increase 1.15 SC 0.08 Ved(TL) n/a - n/a 999 BCD 0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 5 n/a rue BCDL 10.0 Code IRC2006ITP12002 (Matrix) Weight: 341b FT =O% LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Structural wood sheathing directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required crass bracing be installed during truss erection, in accordance with Stabilizer Inatallis aulde. REACTIONS All bearings 13 -9-0. (lb) - Max Horz 1 7) Max UpIIA All uplift 100 lb or less atjoint(s) 1, 5, 7, 6,8 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6= 393(LC 3), 8= 393(LC 2) FORCES (Ib) -Max. Comp./Mans. Ten. -All forces 250 (Ib) or less except when shown. WEBS 46= 323/141, 2 -8= 3231141 NOTES 1) Wind: ASCE 7 -05; 110mph; TCDL= 6.Opsf BCDL= 6.Opsf, h =20ft; B =4511; L =24ft; eave =oft; Cat. 11; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) TCLL: ASCE 7 -05; Pf -30.0 pat (flat root snow); Category 11; Exp C; Fully Exp.; Ct =1.1 3) Unbalanced snow loads have been considered forthis design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7, 6, 8. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pilchbreaks including heels" Member end fixity, model was used In the analysis and design of this truss. LOAD CASES) Standard 1 Design valid tar use only With Mgekconnectors. This design Is based only upon parameters shown, and is for on Individual building component. Applicability of design pammenters and proper Incorporation of component is anponsibllty of buiding designer -not true designer. Bmdng shown b for lateral support of indNidual web members only. Additional temporary bracing to insure stability durinpconstruction is the anponslbiYHy of the erector. Additional permanent bracing of the overall structure b the responsibility of the buiding dedgner. For general guidance regarding fabrication qualfy control, storage, dol ery, erection and bracing, consult ANSIAPH Quality Weida, 0311-e9 and BCa Building Component 14515 N. Outer Fody, Suns 1t300 Satety Informadan available from Rue Plate Institut. 781 N. Lee Siree65uite 312, Alexandda, VA 29314. Chesterfield. MO 63017 3x4 8 7 6 3z4 1.5x4 1.5x4 II 1.5x4 I Job Truss Truss Type Qty Ply Rick Wasmuntl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.37 117695665 81104173 V05 GABLE 1 1 Lumber Increase 1.15 BC 0.17 Vert(TL) hie - n/a 999 Jab Reference (apl'onall rrecision ouioingaysrems, uenver, ucioreaouu2lb 1.251) 6 Mar 232011 MI I eK lnaubtnaa, Inc. Mon Apr 2b I O:3U:b12u11 Page ID:KMGAgf DGKa4HbSIClyfa9zOoOCS? tlI BCVBys z4Vdy4fB5KrG uluGWvDTpIc4M4kLzNCNI alas 44 = 4.a0 Fla 2 Scale =117.7 LOADING (psf) SPACING 2 -M CSI DEFL in (loo) I /dell L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.37 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow =30.0) Lumber Increase 1.15 BC 0.17 Vert(TL) hie - n/a 999 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 3 n/a n/a BCD BCDL 10.0 Code IRC2006rrP12002 (Matrix) Weight: 22 lb FT =O% LUMBER TOP CHORD 2X4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0.0 oc purlins. BOTCHORD Structural wood sheathing directly applied or 10-0 -0 oc bracing. Mrrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer In stallation 'tl REACTIONS (lb /size) 1= 19519 -9-0 (min. 0-1-8),3=195/9-9-0 (min. 0 -1 -8), 4= 40519 -9-0 (min. 0-1-8) Max Ho¢ 1 =24(LC 7) Max Uplift 1 = -54(LC 9), 3 =54(LC 9), 4 =57(LC 9) Max Gran, 1=196(LC 2), 3= 196(LC 3), 4= 405(LC 1) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 24= 306/117 NOTES 1) Wind: ASCE 7 -05; 110mph; TCDL= 6.Opsf; BCDL= 6.0psf, h=20ft; B =45ft; L=24ft; eave =411; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end Vertical left and night exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) TCLL: ASCE 7 -05; Pf- psf (Sat roof snow); Category II; Exp C; Fully Exp.; Ct =1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of trussto bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3, 4. 7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 4 2,14 1.5x4 II 2x4 April 25,2011 Design valid far use only With MBek connectors. This design Is based only upon parameters shown, and is for an IndiNdual building component. Applicability of design paromenten and pro per incomoation of component is responsibRy of building dedgner-not truss designer. Bracing shown a for lateral sugpod of Individual web members only. Additional temporary bracing to Insure stability during miruclton is the responsibility of the erector. Additional permanent bracing of the overall structure is the mspordbility of the building designer. FOr regardrng general gvldance fabrication, quality control, storage, de0very, erection and bracing, consult ANSVTPII Quality Olteda, DS1,49 and BO51 Bending Component 1d515 N. Outer Forty, Sul. Noo Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. ChesterlelQ M0 63017 4 2,14 1.5x4 II 2x4 April 25,2011 Job Truss Truss Type Qty Ply Ride Wasmund SPACING 117695666 61104173 V06 Valley Truss 1 1 Plates Increase 1.15 TC 0.09 Vert(LL) Na - n/a 999 Job Reference (options] rreamom Musing Systems, Denver, Colorado 60216 7,250. Mar232011MiTeklndusbies ,Inc. Mon Apr2510:30:512011 Paget ID: IWGAgfiDGKa4HbStCryf a9zOoOCS? dIBCV8ysz4Vdy4f65KrGupFGWmDUU1c4M4kLZNCNI srw I 2 -10.8 Scale = 1:10.7 3X4 = 4.00 F12 2 2r4 % 2X4 LOADING SPACING 2-0-0 CSI DE L in (loo) Vde0 L/d PLATES GRIP 30.DING(ps0 (Roof Snow =330. Plates Increase 1.15 TC 0.09 Vert(LL) Na - n/a 999 MT20 197/144 TCDL 10A Lumber Increase 1.15 Be 0.17 Vert(TL) n/a - n/a 999 BCDL 0.0 Rep Stress Incr YES WB 0.00 Hom(TL) 0.00 3 n/a n/a BCDL 10.0 Code IRC2006rrP12002 (Matrix) Weight: 11 lb FT =O% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be� installed during truss erection, in accordance with Stabilizer - Installation guide. REACTIONS (Ib /size) 1= 19615 -9 -0 (min. 0-"),3=198/5-9-0 (min. 0 -1 -8) Max Horz 1 =12(LC 5) Max Uplift 1=41(LC 7), 3=-41 (LC 7) , FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2= 270/106, 2-3= 2701106 NOTES 1) Wind: ASCE 7 -05; 110mph; TCDL= 6.OpsF; BCDL= 6.Opsf hm20ft; B =45ft; L=24111; eave =4ft; Cal. 11; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL =1.60 plate grip DOL =1.60 2) TCLL: ASCE 7 -05; Pf =30.0 psf (gat roof snow); Category 11; Exp C; Fully Exp.; Ct =1.1 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurnent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 7) "Semi -rigid pftchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Design void tar use onty vMh Auck connectors This design is bared only upon parameters shown and is for an indi' building component. Applcabfly of design paromenfers and proper Incorporation of component S unponsibilty of buidng designer -not truss designer, Bracing shown uforlateralsuppport ofindNHualwebmembers only. Additional temporary bracing to Insure tl gcontructlon is the responslbllllly oftha rector Additional permanent bracing of the overall structure is the responsibility of the building designer. FOrgen miguidanc regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII coolly Oifeda, DS11-87 and B031 funding Component 14515 N. Outer Forty, Suite iiaaD Safety Intl ona cm available from Truss Plate Institute. 81 N. Lee Street. Suite 312, Alexandria, VA 22314. Che4m8ei . MO 63017 0 April 25,2011 Wo a- V Z CL M [� > T 5 O C �y A O z X N N r R m ID I I O Cr w p n . 0 '(0 0 0 6 0 a n ® O -� N Z n 3 � Z W CD o -0o corn'. �o�o-Q �'o'f.3 a� o�� aQO °-a pOn D °- WO3 °'mm 3 �, 6 � qa'�� O m dm c`" �� co a ° Z �o aoo° moo° �c�,o n �03: -� m� ��� m;�x �0m v (OQ � p a S O a(p SQ SNfl Q a0 y a N NNO m 2 ° �,�o� �µ,0 �m� Z oocm m on' , -•0 a�oQm -Zi �3�� Qa- s�So 003 aCL I D- 3 � N ag mom Fo D „ m n I T ° 0 a o ° 0 3 0 .6 Qa�f "-'moo ` a om °� m °2m° -O vx �o ��03 <o a O N w m��.PL Z p 00 O f00 ��„ N j S N S x 3 QO 5'^. c m'g3 000 O C<0 °n0 0 . >N ON NQ Nx _ (O p C N c 6 0 ' no tic 0 o O j x p ' Q u O ' a Zs mA`-0 TOP CHORD O WA ^Cy W C14 3 OA W W W y C O �Z N AVp� A n �D M Nr^�fn 0 0 my 41 n l� by A A O A m PPPW N m !nM NmSw W O OJ V D N N^ O n �6 f0 A D� A A D< V 1 W3.> N BW z c 3 m p Z N N O (Aa D 'n w 2 4Wi' N O a 0 P Q A 3 S N W K 2 5 0 0 N O tim z D v c A z 20 P V mO W QN p m N N P 2 a TOP CHORD N P N A W N Q Q DO �oA - 2. - 0 3 00 w 5' v O cc z ry c O '� oav '^ o" aD zm > >< o, <_m ao 0 (7 o 0 o g v moc as ONO m o� ,R ��'S $ -Na a'm oa a2 Sa C `0 . o a, = Na 3 a 0 _m o -n o -.< n< n . !0 ma 00 :OE �3� o 'oo m T � �s a9m °g m?m Sx �o ' S.o Naa_ m �'m m 3'm �a2o g� (Q (D y c 0 m x -� n ° = n N n o'. �$ o 0 0 �d m a o 0w = 0s 'oq m° 3 3 0 °o ss.�3. fl N O Oc rv `-°.3. o �o R oo a� y 0 n0 ' o m mvo S o'm c B� 6m 30.E 'm _. °- g< "'s m� moo m� m �DQO a 'm0u ° „ -O- o. °3 x s O 3 0 Q m M o '0'n av do 0 n2' ao °-> j.2 maa °v p,�^ �0 m ° < O < �c c� o5m' o m2 33 °s go � non �a 39 °nm m:<�' 9 oa` om o�°Qm a pp G (D OR- 'T `° o mo o� 3o a�$ - ._. 3- o a te° ro �m2 m� �� <m -.n O n �6s c c , 3 0 o ao m,no m .3 �. v y m�� a � ao a� '" 7 c mm mm3 m�D �v m '<_m Boa cp om`c� °m Q Q o m m v a o ? n . D 3 Q n o o z m. m� m m �v o � '° o pr g' vc n �°°`o � goa . ,5 Q n �'� oo n N ° n a 5 an ? mm ma. a.n zo' vF'^ �' �� v 'o �m'Q 'm2 n mo O< n .p a u�3 C o c0 J� o z u 00 '1 nQ O�J yoo �N o a3 m o g 0 00 N mo 'm ma 'mo n �'< �' m 3 no _v cN `� Q 8e>8 co m a `° �° - oa ma a� ao 0 =o o� 3 oa n o °� a3 H »� 3 3 oQ as ?o m' `o� o c, NQ m „g N N o° m o' o m 0 n m 2a on n 5 a m m �. oo a n� l00 3 m �5 s 0 a m a s mn o o' _ -6 5 g. 6 o a a0 0 �0 3 �� CD v �° 3 �� 0 m 0 M " , City of Wheat Ridge -ter Residential Remodel PERMIT - 081273 PERMIT NO:- 081273 ISSUED: 11/03/2008 JOB ADDRESS: 4285 AMMONS ST EXPIRES: 05/02/2009 DESCRIPTION: Kitchen remodel (countertops and cabinets) CONTACTS owner 303/422-7673 R.L. Elenbaas PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0324 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,000.00 FEES Permit Fee 144.70 Plan Review Fee 50.00 no 'Total Valuation .00 Use Tax 90.00 TOTAL 284.70 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 ssume 11 responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable t ge Or din es, for work under this permit. Plans subject to field inspection. Signae re of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and 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 it 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 viola ion of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review i s jegy co field inspections. Signature of Chief ild' Official date INSPECTION RE UEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oFwR~r~ City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855" Fax: 3.03-235-2857 D Inspection Liner 303-234-5933 OLORP~ Building Permit Application Property Address: rte, n-- 12~,S? 4 Property owner (please print): 9 LZC~'TJ 66A:0 Pt Mailing Address: (if different than property address) Address: r:nnfrartor License Phone: J 7073 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: ~ Construction Value: $ 1 Use of space (description): (as calculated per the Building Valuation Data sheet) Description of work: c Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE" WnNER) (CONTRACTOR) or PERSONAL REPRESS of ) (CONTRATOR) .~i L. &7 L'7/1) SIGNATURE Da F RINT NAM DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer. PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Date: Plan Permit OCCUPANCY: FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required Bldg Valuation: Contractor: In <::Ar-- /1 -7 fi LE APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: checker 111T - W4236 Work shall comply with the following codes: 2003 IRC, 2003 IECC & 2005 NEC. to get d W2136-L DW2436 R 4DB15 4.6ISH-I0 4 SC *Q rxa i A O t N S N (O I A - i v~ o m v~- antion of oven cabinet. OCB3396B ~:7aro < ~_21'F 11 11 a" 24W3624 4U IWO:~ Gvr A-5!r ZIAJ PW/V/syzz All dimensions size designations given are This is an original design and must not be Designed: 11/3/20 subject to verification on job site and released or copied unless applicable fee has Printed: 11/3/2008 adjustment to fit job conditions. Ift been paid or job order placed. - elenbaas.kit All J " , City of Wheat Ridge Res. Miscellaneous PERMIT - 081264 PERMIT NO: 081264 ISSUED: 10/30/2008 JOB ADDRESS: 4285 AMMONS ST EXPIRES: 04/28/2009 DESCRIPTION: Temkporary dumpster permit foryard debris CONTACTS owner 303/422-7673 Lee Elenbaas PARCEL INFO ZONE CODE: UA SUBDIVISION: 0324 USE: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES Permit Fee 35.00 TOTAL 35.00 Conditions: Temporary permit good for 15 days will need to renew by November 14th 2008. 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 t Ias me full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicab _ dge antes, for work under this permit. Plans subject to field inspection. Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and 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 apermit 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 Chief Building Official 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. Temporary Placement Permit for Construction Dumpsters and Storage Containers Community Development Department City of Wheat Ridge 7500 W. 29`h Avenue Wheat Ridge, CO 80033 (303) 235-2855 Date: 7 3c~ 2 s G Phone: 305 42-2- -7&-)'L- Property Owner: Address of Dumpster/Container: ~ZBS vim, v vs Size of proposed dumpster/container:T~ Cu. Yds. Dumpster/Container Company: Dumpster/Container Company Address: Dumpster/Container Company Phone Number: Will dumpster/container be located on private property? Yes ® No ❑ Will dumpster/container be located on street? Yes No (If yes, a separate right-of-way permit is required.) * THIS PERMIT EXPIRES FIFTEEN (15) DAYS FROM DATE OF APPROVAL. * APPROVAL DATE: Permits are approved subject to the following conditions: 1. Temporary dumpsters/containers may be allowed in all zone districts and must be located on private property. 2. If impractical to locate on private property, a right-of-way permit may be obtained from the Public Works Department pursuant to Article III of Chapter 21 of the Wheat Ridge Code of Laws. Contact 303-235-2861. 3. Temporary dumpsters/containers shall not be located so as to create sight, traffic, or safety obstructions. 4. Dumpsters/containers shall not block sidewalks or impede pedestrian traffic. 5. The area surrounding the dumpster/container shall be kept clean and free of debris. 6. Permittee is required to keep this permit displayed so as to be visible from the street. 7. Permittee assumes all liability and holds the City harmless against all claims, damages, suites, penalties, fines and liability for injury or death to persons or loss or damage to property related to the placement of a dumpster/container in the City right-of-way. 8. The repair of any damage to pavement, curb, gutter, landscaping resulting from the placement, use or removal of the dumpster/container shall be the responsibility of the applicant and shall be performed to the satisfaction of the City. Fee: 35.00 Signature of Applicant: Approved By: Planning Division Building Division Public Works . ..,;);;" I.,c.l".",?"",+~""~,, 'r.."!")""",cc,q",,,,; "....,,~""'"'/!!.,.,""'''"'''',.,'~''' ""; ..~.4". ',,''f'iW''''''C'' ,,,,,,,!~), ," '" .,ry"..", "c,''',"'''' ~""",,~WI,J ,., "",,,,,,,,,...1 ,,,"I~,I~I.,,.,,,I~,~.~ 'DE~A~t"ENrO. F p. tAN. :NING AND DEVELOPMENT BUilding Permit Number: 2659 .. .~. BUlJl.DING1N$fl'eCTlON DIVISION - 235-2855 ! ~OF WHEAT RIDGE Date: 2120/96 75o.WE$T 29TH AVENUE WHEAT RIDGE, CO 80215 : Property owner: ELENBAAS R L property Address: 4285 AMMONS ST Con~ License No. : Company : Phone: 422-7673 Phone: 986-0366 -::'$=:="~-::?~~-=:m':~~~_oIthe_"'CCllQIloond"'theZCring ~=.-~ . II not_ IIxty (80) days Iram iIIUo_ or (8) the buIIdInO......-lI__or '~"I~r""~~=,~~~~"::;'::(=-W=:'::-"::::'M':,""=':''== (l),...-.f\IlI__.bo .__ 14) No_ ""'........_bodOnll..wII~.__oI_ClUlina.~..-... 5} '1loIll'i"'~." 1......\wOnly:fcur(24)hourIln_lorlllllillpecllOnjand___~cn~conl_ _,,! ...........OI...laIl. oIli_ot.........oIcInlwIngI ond .,.oelll<allono _ not bo _10 bo. _lor. _Ill approvoI 01. "'" _ 01'" PfOVIoIona . .....oronv law. Rdaorl1lgU-'. g rtu &fB 'Idingtnspector THIS' PERMIT VAUDQNLY WHEN SIGNED BY THE CHIEf BUILDING INSPECTOR ...., ". "".. IKlUOS.....YO 'SiiID OWNERlCONT~CTOR$IGNATURE OF UNDERSTANDING AND AGREEMENT , I herebYce1ti!y 1I18........dIItartcols PfllPll"d by 1IJ1a penn. appIIcaIIon.... 1CC\Ir8le. l1Dd dClnol vIOle .. ordlqal". ruleur ~ of tI18 CilyofWlleat ~ or ~. e . ort......~.of_; _aJI~_.l1Dd aUoigetIons Dlllde IlRI . .. ; _11IM~'.l'elIC!.nd to. -=~aIIcond1t1onsl>rinled on1h1a appllcallori. end ''''''''''' M ..' '" for nee wllh tI18 Wheat RIdge BuIlding Code (U.B.C.) :.'. all 0Iher ~J~lt . It< under thIS permft. (~X~~. ~~2~ Description :1 INSTALL GAS LOGS IN UPSTAIRS FIREPLACE BUILDING DEPARTMENT USE ONLY Ap rovaI: ~ , MUST NOT BE IN BEDROOM 0Ccu~ : Walls : Roof: Stories : Plumbing License No . Company: E MECHANICAL INC Expiration Date . Approval: . Electrical Company: M Expiration Da Approval : .. (8) .~ Construction Value : Penm Fee : Plan Review Fee : UseTax: Total: $350.00 $15.00 $0.00 $8.75 $23.75 Residential Units : Mechanical' No : Company: WES MEC Expiration Date : Approval: . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: jJ L. 6. <:. 1- ~S; Property Address: 42.&5" 14""""0""" ::i.& Contractor License No. : Company: Phone: 4'22 -7(", 7~ 1'-'1. S. "'Len"'''''....''''''. Phone: 91.9!t> - Ltl (p(p OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value'*'3Sa - Permit Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record: that all measurements shown. and allegatIons made are accurate: that I have read and a9ree to abide by all conditions printed on this application. and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances. for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Total: Description: ::r:N,;T LV. <;" 2a5' BUILDING DEPARTMENT USE ONLY ,.., u?<;t::o.;....-'> ~...~.rt.Oc:.. 1II'~J1UJ.~~.:"'q "1'1" Approval: Zoning: ~rlt ~'-.... . ~,:l-l~],\'-Ji- Approval: ~b.lfc~WmnigulntnelftS-:! Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical license No : Company . Plumbing license No Company: Mechanical license No : Company: Expiration Date: Approvai : ..J Pfans RAAU!redT:-J Expiration Date: Approval: J'.l PransRequlred J Expiration Date: Approval: ]I 'P...ns:mqull'illlaiil (1) (2) (3) This permit was ISSUed In accordance with the provIsions set forth in yopur applicatiOn and IS Subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code at Wheal Ridge. Coloraao or any olher applicable ordmances of the City. This permit shall expire If (Al the work aulhOnzed IS not commenced wlthm SIXty (60) days from Issue dale or (B) the bUIlding authonzed is suspended or abandoneo tor a penod of 120 days. If this permTt expires, a new permit may be acquired for a tee of one-half Ihe amount normally reqUIred. provided no changes have been or Will be made In tM ongmal plans and speClficatrons and any suspenSion or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonmenl exceeds one (1) year. full fees shall be paId for a new permit No work of any manner shall be done that Will change the natural now of water cauSing a drainage problem Contractor shall notlty the Building Inspector twenty.four (24) hours In advance for all Inspections ana shall receive written approval on Inspection card before proceedung With successIVe phases of the Job. The Issuance of a permIt or the approval of drawmgs and specifications sl'l8ll nol be conslrueo 10 be a permit for. nor an approval of. any Violation of the provIsions Jf the bUilding codes or any other ordmance. law. rute or regulation (4) (5) (6' Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-593324 HOURS PRIOR TO INSPECTION " ., '>1l"'II';~.I!,~~!t'lI~JlllJ~\! ~1~""''''''l'""",,,,,I\'!I:!~~,,lJ~~)~.I~.'!IlI!!,II,.,~,..)ljl,Ii!!, 1'I11I~1Il1 ~~,I;;I!t,;,\ ,.Il!!~'~,!;I!..lIi!l,ljI!l"J'l',.j!,>.,,\~IIU"i!l~'IS" DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPE5CTlONDIVISION - 235-2855 CITY OF WHEAT RIDGE 7600 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: 95-1809 Date: 9/8/95 Property OWner: ELENBAAS R L Property Address: 4285 AMMONS ST Contractor License No. : Company: Phone: 422-7673 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereb)l certlfy that the ......eI< distances proposed by this pennft .ppllcellon are accurate. and do'not violate 8DD11C11b1ll onllna"""", rulea or regulations of tha City of Wheal Ridge o. covenants, _eiris or restrictions of record; th.t aU measurements shown. .nd .Ilagallons lI'lSde are accu rate ; th.., ~~ and.. to abideb 'y all con. dftlons printed on this app1l!:allon, and thalllSSuma full AlSfl\lll Ill' h the Wheat RIdge Building Coda (U.B.C.) and all other appHcab18 ,.. this pennft. (OWNER)(CONTRACTOR) SIG' . .../ DATE 7'.g- Description: NEW DRIVEWAY Total: $2,500.00 $45.00 $0.00 $37.50 $82.50 Construction Value: Permit Fee : Plan Review Fee : Use Tax: BUILDING DEPARTMENT USE ONLY Approval: Occupancy: WaDs: Roof: Stories: Residential Units : Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval: . Expiration Date: Approval : . Expiration Date: Approval: . (1) 1l1l8 P"!1I1it was ISsued In IiCCOIdanOe with tho provlalonl set for1h in yopur appllcOtion and il IUbiect fo tho _ of the State of ~ ond fo the Zoning _IOnd IltIlIdIna COdo ofWhoIl Ri<IlIo. ~or any other _ onIInonces 01 the City. (2) ThIS pomlillholl ""'*" II (AI tho _ 0_1s not cornrnonood with.. eixty (to) dayl from I..... _ or (9) tho bulldlng o_ad Is sueponded 0< _for 0 poiIodof 1e. (3) H this pormn~. 0 _ _ bo ec>q\Ilm for o lee 01 one-hoHtho emount normolly required. pIt>'Med no changeS hove ~ 0< will bo Il1eda In tho orIglno1 plans and..,.a_ ond ony __ 0< _nmonl hol notoxceeded one (1) yoot. Hc:ho_ aro mOde 0< Wsusponslon o<obondonmonl _ono(1)ytot..luiIleea_bopoidforo__ (4sl NO _ of any....nner _ bo done thol will chonga lhe nIlufaI flow of_ cousl"llo drainage probIam. ( ~ sh8ll11<)llfy the 1ltIlIdInlI1..- twenty'fou. (24) haulS In advonce for 011 inspocllons ond shan _ writton IIpllIOIIoI on Inspoc:llOn cord beIora (6) =-urw=:"=~='J"r~ngs and ..,-collonl sholl not bo construed fo bo a permit for. nor an opprovoi 01. ony vlolll1lon of tho provlslona of the/ .. or any other mlinance. law. rule or regulation. / ~ ief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THECHlEF BUILDING INSPECTOR CALL: 234.5933 24 HOURS PRIOR TO INSPECTION