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Home My WebLink About3343 Yarrow Courti CITY OF WHEAT RIDGE 9�(303) Building Inspection Division _:�(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: PUF Job Address: �3 ` ��`'� C Permit Number: 7o 7, G TV T 3 ❑ No one available for inspection: Time /PM Re -Inspection required: Yes No When corrections have been made, ca / for re -inspection at 303-234-5933 Date: 7 2'Inspector: f (-/I-(- DO NOT REMOVE THIS NOTICE City of Wheat Ridge ja Residential Roofing PERMIT - 201702053 PERMIT NO: 201702053 ISSUED: 06/15/2017 JOB ADDRESS: 3343 Yarrow CT EXPIRES: 06/15/2018 JOB DESCRIPTION: Tear off T -Loc and install asphalt tamko shingles 31 sq *** CONTACTS *** OWNER (303)941-8895 WRIGHT KEVIN L GC (303)800-0736 JOHN MANN 070128 LEAK ARRESTERS, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,967.00 FEES Total Valuation 0.00 Use Tax 167.31 Permit Fee 172.60 ** TOTAL ** 339.91 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€ms 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's 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. 'It,, -4 PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201702053 201702053 ISSUED: 06/15/2017 3343 Yarrow CT EXPIRES: 06/15/2018 Tear off T -Loc and install asphalt tamko shingles 31 sq 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attes that I am le ally authorized to include alI entities named within this document as parties to the work to be performed and that all wor ®- is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWN or `VNT1V=OR (Circle one) Date 1. This permit was -,'issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and rocedures 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 -apt be c rnstiiued to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordifle oRxegulairisdiction. Approval of work is subject to field inspection. i , �o . Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Kimberly Cook Q,ap 5 3 From: no -reply@ ci.wheatridge.co.us Sent: Friday, June 9, 2017 9:33 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application 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. 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. Permits are currently in processed within 3-5 business days, subject to change based on volu lJ For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in o 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. PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address Do you have a signed contract to reroof this property? It will need to be provided at the time of permit pick-up. 3343 Yarrow Court Colleen Wright 303 941-8895 Field not completed. Yes CONTRACTOR INFORMATION Contractor Name Leak Arresters Inc Contractor's License 070128 Number (for the City of Wheat Ridge) Contractor Phone 303 800-0736 Number Contractor Email Address stephen.laroofing@gmail.com (permit pick-up instructions will be sent to this email) Retype Contractor Email stephen.laroofing@gmail.com Address DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing tear off of T -Loc, install Tamko Herritage Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 31 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 31 roofing material for this proj ect z Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) Home and storage building. 4/12 $6,820 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Stephen Harmon Email not displaying correctly? View it in your browser. 3 Z r� - LMW 5 �� ROOFING CARE, REPAIR & CONSTRUCTION NA-ty 26.2017 Re-RooTpug FIE-opmsal and Agreement Leak arresters, Inc, agrees to furnish all ma=terials, labor and equipment to install a complete roofing system using dimetisional asphalt shingJes and uccessori,n on the Wright's home located at 3343 #'farrow Ct. Wjwrit Ridge, CP 8, (�E 33. Scone of work to be performed: Prepare the area around your home for the re -roofing process by stretchinL out tarp=s to protect vegetation and pets from falling debris and especially to aid in the collection of nails during the tear off phase. Run caution tape across cynttances and exits of the building for occupant safety. Remove existing roofing materials do", to the existing decking and dispia. a of offsite daily. Professional installation of the new roofing system as described below in accordance with standard trade prac€ices, the material manufacturer sp rifications, and the current building, codes. This installation will be backed by a Fixe Year War -rarity on Workmanship and the Manufacturer's Material Warrantl€s apply. Prepare the site for the re -roofing project. Furnish onsite supervision from project set up through final walk acceptance walk thru. �. Remove and dispose of all existing roofing materials and dispose of offsite. 1. Loosen siding on the side walls to receive the undcrlaymrcnt and flashings. Furnish and install 2" x 4" drip adgo metal into the -titter at the cave edges. S. Furnish and install 2" x 2" drip edge metal at the rake edges. 7. Furnish and iiastall starter course of asphalt shingles. 3. Furnish w d install dimensional asphalt shingles. ). Furnish rand install each shingle using a 6 nail high wind pattern. 10. Furnish and install ice and watex shield in all valleys. 11. Furnish and it -tall nuol. step fl Shing at all roof to wall junctures, including kickers at the bottom of all runs. 12. Furnish and install new plumbing vent pipe jackm bath vents, heater vent caps and roof vents (sloped back type). 13. Furnish and install matching asphalt shingle ridge cap. 14. Remove and dispose: of all debris created from our work. 15. Price includes taxes, permits and insurance related to this job. lb. Furnish Five Fear'%V=nnty on Workmanship and the Standard i%inufacturer's Material Warranties applv. Cost of Re -Roofing: TBD (Not to exceed insurance Myoutopts �3_gdaic�ibie ). Exclusians• The caulking that is applied will b.: of a complementary color but will not be painted If decling or siding is found to need replacement an additional cost will be associated vrith their replaceracrat and pre approved "before" the work is performed will be sought. Cold %%vwhe°r installation practices. Clarifications-, Prices offered in this proposal arc valid thru Octohtr 31 2017. Satellite dushec will not be reinstalled into the: new roofing, they should be remounted using the fascWsoff t mounting arra by the service pr ovidcr (homeowner to coordinate). Warranty All Materials arc guaranteed to be as sp roofing systems carry a Five Year 1�,W (Homeowner) ,'Accepted for Leak Arresters, Inc. by RCA s and the work outlined above is to be perforated iar a sutntantial workman like manner. All complete on Workmanship and the Standard Manufacturer's Material WwTa ntles apply. R—A " - ^cRn P,001ENG ACSot. IAr III, YEYa ER OF 014 community 411110CIATIONS '. NSrlrVTr BBB Gokt`ttar iw?,/iliwra Colorado Owned & Operated - 4615 N. ('rc�wfutit Valley Rd. Castle Rock. ('olorado 90109 - 303 800-0736 ph - 303 280-3306 fx i7 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: 114,t Job Address: 3 3 C, 9 /r Permit Number: 2U/7 U ZO r� ,0C + ") r� vV -0,7/ ❑ No one available for inspection: Time C T "/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 f� Date: 7 7% Inspector: r�C DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: MIL /9 -3 Job Address: 3 Permit Number: 201,1 0 zo f. Ll No one available for inspection: Time Re -Inspection required:,/ Yes ,�No When corrections have been made, call for re-inspection.At 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 9�(303) Building Inspection Division _:�(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: PUF Job Address: �3 ` ��`'� C Permit Number: 7o 7, G TV T 3 ❑ No one available for inspection: Time /PM Re -Inspection required: Yes No When corrections have been made, ca / for re -inspection at 303-234-5933 Date: 7 2'Inspector: f (-/I-(- DO NOT REMOVE THIS NOTICE Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201300935 Issued: 10/31/2013 Stipulations; New 16 x 20 Storage Shed. 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. I Owner: WRIGHT KEVIN L / WRIGHT COLL'Am 03343 YARROW CT WHEAT RIDGE CO 80033-5965 Contractor: For the Following Purpose: Res. Accessory Struc Squares BTUs Gallons _ Amps _ Sq Ft, • iL 'I ZONING COMMENTS' Zoning Reviewer 1/1 o il 1,3 BUILDING DEPARTMENT CO Mrs: AV AA1441"'V) Reviewer PUBLIC WORKS COMMENTS_ OCCUPANCY, Reviewer. FIRE DEPARTMENT:: 0 approved wl comments 0 disapproved 0 no review required l � ;� 4 * " , a t I , " I # • � •' w 1 o t plate S pan � 1�;�4�� C fi t eA M �@ iii C� ■ * I. • e •_ !t Will This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under I the 2000 International Residential Code. It is not intended to cover all circumstances. Check Mth your Department of Building Safety for additional requirements. MITek USA, Inc. Kevin Wright, 3343 Yarrow Ct based on the pararneters provided by High Plateau Truss. Pages or sheets covered by this seat: 840083956 thru 840083961 My license renewal date for the state of Colorado is October 31, 2013, Lumber design values are in accordance with ANSIJTPI I section 6.3 These truss designs rely on lumber values established by others. July 15,2013 Hernandez, Marcos 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. C4�- M I EMME&Z NAILED NAILED NAILED 2x4 Ii NAILED Us 11 4 12 5 LOADING (ost) SPACING 2-0-0 CSI DEFL in (too) I/deft Ud PLATES GRIP TCLL 30.0 Plate (I$ Increase 1,15 TC 0,24 i Vert(LL) -0,06 9 >999 240 MT20 1691123 TCDL 7.5 Lumber Increase IAA BC 0.14 Vert(TL) -011 9 >999 180 BCLL 0 Rep Stress Incr NO WS 0.21 1 Horz(TL) 0,02 6 me No i BCDL 7.5 Code IRC2009ITP12007 (Matrix) Weight: 128 to FT = 20% LUMBER BRACING TOP CHORD 2x4 SPF 1650F 1,5E TOP CHORD Structural wood sheathing directly applied or 6-M no puffins, except BOTCHORD 2x6 SPIF 1650F 1,5E 2-0-0 oc purfins (6-0-0 max.): 3-5. WEBS 2x4 VVW Stud BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing, REACTIONS (lb/size) 2=101210-3-8 (min. 0-1-8),6=101210-3-8 (min. 0-1-8) Max Harz 2=-66(LC 4) Max Uplift2--519(LC 3),6-519(LC 4) FORCES (to) - Max. Comp./Max. Ten, -AH forces 250 (to) or less except when shown. TOP CHORD 2-3--1848/612,3-11=-2253f788,4-11=-2253/788,4-12=-22531788,5-12--2253/788, 5-6--18481610 BOT CHORD 2-10=482/1701,10-13=486t1687,9-13=-413611687,9-14=-519/1687,8-14=-519/1687, 6-8=-51811701 WEBS 3-9=-2361633, 4-9--315/200, 5-9=-233/633 NOTES 1) 2-ply truss to be connected together with 10d (0, 13 VxY) nails as follows: Top chords connected as follows: 2x4 - I row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 0C. Webs connected as follows: 2x4 - I row at 0-4-0 oc, Except member 9-3 2x4 - I row at 0-9-0 oc, member 9-5 2x4 - I row at 0-9-0 oc. 2) Ali loads are considered equally applied to all plies, except if noted as front (F) or back (S) face in the LOAD CASE(S) section, Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design, 4) Wind: ASCE 7-05; 105mph; TCDL=4,5psf, BCDL=4.5psf, h-25ft; Gat. 11; Elm C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=I 33 plate gap DOL-1.33 5) Provide adequate drainage to prevent water pending. NIDO L 6) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. * . 7) This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members, H 8) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 to uplift at joint(s) except Ut=[b) 2=519, 6=5% 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss, 7 6 6 1 0) Graphical purfin representation does not depict the size or the orientation of the purfin along the top andfor bottom chord, 11) 'NAILED' indicates 3 -10o (0. 148 "x3 ") or 3-12d (0.1 °x3.25 ") too-nails. For more details refer to M[Tekrs ST-TOENAIL Detail, '0 12) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 92 to down and 48 to up at 4-0-0, 921b down 4flIb 11-11-4 bottom The design/selection % 0 0 and and cap at on chord. of such connection device(s) is the responsibility of others, - ONAU��_V 3023=102= , IWARAONO - Ver* defoSsn provoleresoor and R&U) NOTES ON IS AM I ViDN) MMPr R&PERIENCE PAOR H11 BEFORE W& Denign valkr for use only Win MiTak connectors, This design is based only upon parameters shown, and h for an individual building component. Applicability of design parameters anti proper incorporation of codraisnent is resporolleNts of building designer - not truss designer, Bracing shown is for lateral support of individual web irsernbers onty. Additional ternporoor bracing to insure stability during construction is the responsitififty of the erector. Additional permanent bracing of the overoN structure is flue responsibility of the building designer, For general guidance regarding MITOW fab6cotion, quality control, storage, delivery, erection and bracing, consult ANSI/TPN Quality Cifierks, DSO.09 and SCSI Ifultding Consponent 7777 Grefirobads Lane, Suits 109 Safety Information ovailabie from Truss More Institute, 781 i Lee Street, Suite 312, Alexandra, VA 22314, HI—va'— KKf"1hur_ OU &C Citrus Heights, CA, 95610 V 4-V.0 4 V-rr 4_V_u Z-b-U a E NAILED JX4 — NAILED ZX4 ea Special NAILED special WARMAM - Venh dosigm paranwfors (var(RUDMOMS ON MIS AND )APITLUDEPAUTEXREFERSWO PAGE MI 1473 BEFORE USE sign vai;d for use oNy vAth Weis connectors, This design is tared one upon parameters shown. and is for an bdividud building component. faic, of design poosmotefs and proper incorpondron of component is responsibirity of building designer - not truss designer, Bracing shown or Venal svionort of individual web members onty, Additional temporstry bracing to insure stabOffy during conshuction is the tesporrobimn of the ,tor, Additronot monoonent brocing of the overall structure is the orsporrobdity of the ongoing designer, For generoi guldonce regarding MI x TOW wication, quality control, otoroge, delivery, erection and brosong, consult ANSI/TPII Quality CdWAo, W8414 and OCSI 004ding Component 7777 Greenback Lane, Suite 109 sty information ovaitoble from Trees Pirre insli tats , 781 N. Lee Street. Suite 312. Mexondria, VA 22314, Gthus Heights, CA 958i{! LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase -1,15, Mate Increase-1,15 Uniform Loads (04 Vert: 1-3=-75,3-5=-75,5-7=-75,2-6=-15 Concentrated Loads (!b) Vert: 5= 2(F)10= -9 (F) 9= -13(F) 3=2(F)4=2(F) g= _92(F)11 =2(F') 12=2(F) 13-13(F) 14=-13(F) A A 6 EM us rka ZX4 " 3X4 -- W 25 -ma ISMI&M A WARMW liteifitrdesigraposiviourfe" and READ MrMS ON IRIS AM IW%WEDMrrWR&FFAEW,8 PAGE W1 BEFORBUS& Design vofid for use only with Wick connection. This design is owed only upon porometers shown, and is for on Indoidual building component, "'pidicaboty of design parameters and proper incorporation at component is responsibility of building designer - not truss designer, Bracing shown is for lateral support of indviduoi web members only, Additional temporary bracing to insure stablifty du sing construction is the responeatifty of the erechsr. Additional permarrent bracing of the overcrif structuye n the responsibility of the buRnkrig designer' For gonerd guidance regarding P9 fab rication. goody control, storage, defivery, erection and bracing, consuft ANSI/TPII Quality COW*, 0$6-01 and SCSI SuRdiry Component 7777 Greenback Lane, Suits 109 sicto!� information available from Truss Plare institute, 781 N . Lee Skeet, Suite 3t 2, Aiexond6a, VA 22314, lM U. — Is— R01 h—k— ia — 41-A, rh. 'i— i — —i— — 4—. M." 1'— 914 his j Ml's � A, to Cktor Heights, CA, 95610 Z - o - V oli 4•J-V Inks"it 2-*-U M= I _g ------ - ---------- ryw LOADING (psf) SPACING 2-0-0 DEFL in (loc) I/deff m L/d PLATE$ GRIP TELL 30,0 Plates Increase 1.15 TC 0,73 Vert(LL) -0,09 4-6 >999 240 MT20 1691123 TCDL 7.5 Lumber Increase 1,15 SC 0,41 VensTL) 421 4-6 >899 180 BOLL 0.0 Rep Stress Ivor YES WS 020 Horz(TL) 0,03 4 hire n/a BCDL 7.5 Code lRC20091rPi2007 (Math.) Weight" 46 lb FT = 20% ..... — ------------ . ....... LUMBER SPACING TOP CHORD 20 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 4-4-9 or puffins. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. WEBS 2x4 WW Stud r ----- MiTek recommends that Stabilizers and required cross bri_c,_n7q be installed during trusts enscotion, in accordance wllh L ------------ - REACTIONS (lb/size) 2=90510-3-8 (min. 0-1-8),4- (min, 0-1-8) Max Harz 2vr-88(LC 4) Max Uplrft2--464(_C 5),4--464(LC 6) FORCES (lb) - Max, Comp,fMax, Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-12241350, 3-4--1224/350 BOT CHORD 2.6 =- 24111064.4 -6=- 241/1064 WEBS 3-6- 29�� 10 , W—A assom WARMN0 - Verdy design parameters and READ MTES ON 77118 AND 110CLUDED J9XrFXREF1aWWHPAG8 WI-7473 WWORE USE sign voild for use one wins Miter connectors, This crespin e based only upon parameters shown, and is tar an indrAdval building component. piicabigty of design porornerters, and proper incMoyatron of component h responsitiffity of building designer - not truss designer, Bracing shown JR or icterol supped of individual web members only. Additorrar tempoma bracing to iroure stablify donna construction is the responnisitify of the m s int. Addifiond permanent bracing of the overair structure is the reiporrebRity of the buisdrT9 designer, For general guidance regarding xiccifion, cerofin confroi, storage, de0very, erection and bracing, consuit ANSYTI'll Quality CrItiada, OSS-81 and SCSI lulding Component 7777 Greenback Lane, Sufte 109 !!K tafolmotfor, avoirribes ft truss Prefer Institure, 781 N. Lee Sheer Suite 312, Afeyandflo, VA 22314, _ fora 1� . = — — � _ --- o. -1 1 — � . — .a r, Crime Heights, Gar 95810 ........... 3 4 LOADING (psf) I SPACING 2-0-0 CS1 DEFL in (luau) Well Ud PLATE$ GRIP TOLL 300 Plates Increase 1,15 TC 0,42 Vert(LL) -0.01 2-6 >999 240 MT20 1691123 TCDL 7.5 Lumber Increase 1,15 BC 0.09 Vert(TL) -0.02 2.6 >999 180 SCLL O O Rep Stress four YES BCDL 7 5 Code IRC2009fTP12007 WB O 00 (Matrix) Horz(rL) 0.00 6 n/a n/a Weight: 13 to FT = 20% LUMBER BRACING TOP CHORD 2x4 SPF 1650F 1,5E TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 SPF 1650F 1,5E end verticals, WEBS 2x4 WW Stud BOT CHORD Rigid coifing directly applied or 10-0.0 oc bracing. P RT — ek - recommends that Stabilizers - and yequWe — dcross 7;rac I I a installed during truss erection, in accordance with Stabilizer REACTIONS (lb/size) 6=96/ Mechanical, 2=43310-3-8 (min. 0 ° 1 °6) Max Horz 2=106(LC 4) Max Up1ift6=-32(LC 4), 2=-323(LC 3) EMIMM A, WARM Na Verify design paranodcle, and R&WNOTW ON IRIS IMLWEDPOrEKREPERRWBP4CE BEFORRIZZ& s. Design valid for use only with Mister connectors. The design is based only upon parameters shown, and is for on Individual charting component. Aprok-oblIfty of design paroonsten and proper Incorporation of component is responsibility of building designer not truss designer. Burning shown is for tarred support or individual web members only, Additional temporary bracing to trusts strimily dur construction is the recrombillin of the erector. Addifionot pern urnent bracing of the overall structure is The responsibility of the building designer. For general guidance recording fab"Coilon, quality control, storage, detivens, erection and buscing, consu" ANSI/Tell Quality calorie, OSR-91 and SCSI lesiding Consponsell 7777 Greenback Lane, Suite 109 ovaholdis from Truss Plate Institute, 781 N Lee Street, Suite 312, V Alexandrel, 223t — ---r— -- .- 1-1. -!skr - Carus Heights, CA 95610 Z-0-f7 4,0 try -- ----------- __ C&} ..._._,.,..._.._.. .__,._ ..,,..._.a...._____..__ ' 7 X LOADING {pso SPACING 2-0-0 C&} I DEFL in T (roc) Ildell d PLATES GRIP TCLL 30,0 Plates Increase 1.15 TC 038 Vert(LL) -0.00 2 >999 240 MT20 197/144 TCDL 7,5 Lumber Increase 1.15 BC 0,02 Vert(TL) 400 2-4 >999 180 BOLL 0 0 Rep Stress Iner YES WB 0,00 Horz(TL) -0.00 3 n1a n1a BCOL 7S Code IRC2009/TPI2007 I (Matrix) Weight: 8 Its FT 20% ............ -m_- -_ ----- - ---- --- --- ------ LUMBER BRACING TOP CHORD 2x4 SPIF 1690F 1,5E TOP CHORD Structural wood sheathing directly applied or 1.10-15 oc pudins. BOT CHORD 2x4 SPIF 1650F 1,5E BOT CHORD Rigid coiling directly applied or 10-0-0 do bracing. i ek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer tn§ 1 L " qansl! -- REACTIONS (lb/size) 2=402/0-3-8 (min. 0-1-8),4=141Mechanical,3=581 MechanicaI Max Horz 2=101(LC 3) Max UpIift2--342(LC 3),3-58(LC 1) Max Grav 2=402(LC 1), 4-33(LC 2),3=83(LC 3) MMWZUILHE� JWARMNCs Vsrj&do hl9eprfcadtopnv sddREWMTVS ON 1711S AND INCLUDWMIT ,fit REFBMIWRPA(MMI 7473 AWORE tffig Design vase for use orify with Mileir conneckes, This dessin is based oref upon parameters shown and 4 V an individual buriMing component, Appfrcotsilty of design parameters and proper incoriessesilon of component is responsibility of buNsfing dsol, ea .r - not truss designer. gracing shown is for lateral support of indiddual web members onty. Additional femporay bracing to rroure shasifity duf4ig construction is the responsVifify of the reactor. Additional rustmonerd bracing of the overall structure is ffre redconsic4ity of the buridog designer. For general guidance regarding MITek' fabrication, quoKhr Control storage, delivery, ersctkan and bracing, consult AN41/7141 Quality Calera, 888-49 and 601 Suildtirti; Component 7777 Greenback Lane, Suite 109 iff!ttK Information ovaiiable from truss Plate Inditule, 781 N, Lee Street Suite 312, Alexandria, VA 22314, c Citrus Heights, CA, 95610 � W-b"V 1-10-15 July 15,2013 2X4 i I 5 Plate Offsets ME LOADING (ost) i SPACING 2-0 0 T st _;C;I DEFL in (roc) I/deft Lid I PLATES GRIP TCLL 300 Plates Increase 115 T TC 0,38 Vert(LL) -0,02 3-9 >999 240 1 MT20 169/123 TCDL 7.5 Lumber Increase 1,15 BC 0,12 Ved(TQ -0,02 3-9 >999 180 i BOLL 0.0 Rep Stress Incr NO WS 0.08 Horz(TL) 0,00 8 n/a are co— BCDL 7.5 Code IRC2009/TP12007 (matrix) Weight- 251b FT - 20% LUMBER BRACING TOP CHORD 2x6 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc puffins, BOT CHORD 2x4 SPF 165OF 1,5E except end verticals. WEBS 2x4 WW Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 be bracing, r - MfTek race ttmends that tabrlizers and requ_ We" d' - c - r - o"a _sb"hacin' g . ..... be installed during truss erection, in accordance with Stabilizer REACTIONS (lb/size) 8= 104/Mechanical, 2-585/0-4-9 (min, 0-4-4) Max Horz 2=107(LC 5) Max Uplift 8=-3(LC 4), 2=-415(LC 3) FORCES (lb) -Max, ComplMax. Ten, -Alt forces 250 (to) or less except when shown. TOP CHORD 3-10=-296/1, 4-10=-267/33 SOT CHORD 3 -11 =-58/306, 9.11 = - 581306, 849=-581306 WEBS 4-8=-297f71 LOAD CASE(S) standard Il rjM?S&_-1 X WARMSO - Verify daidyn prowrawtors cadd READ NOTES ON THIS AND MKLIADED IWTSK REFFAEMS PA08 mill 74 rj WFORE (MR Design valid for use ontyWith Weir connectors, This design is based only upon pommeters; shown, and e for an Individual building component. S ) Appricobifity of design corameters end proper incorporation of component is responsibility of pickling designer • not truss designer. Bracing shown is for (came rc topped of individual web members only. Adairarcif temporary bracing to insure smNsy during construction fs the responspirilty of the erector. Additisynol permanent bracing of the eyelet structure is the iesponanifity of the bedding designer, For general guidionce regording MITek ' fobitc, ofion, quatity contral storage, defivery. erection and bracing, consult ANSIAP11 Quatity Criteria, DS11-81 and 4al 6ff4ding Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss More lmfitute. 781 N. Lee Street, Suite 312, Atexandifo, VA 2231k Citrus Heights. CA, 95610 3-2-2 244 July 15,2013 WARMNO Ver%,N design paroerretem and REWMIRS ON TlitSAAWtAfCJUDWMWREFEREW'XPA(MMI 7473 REFORE USK sign valid for use onty with Mflak connectors, This design Is taped orriv upon parameters shown, and is for an individual bvikiing component ,pk,obMty of design porometers and proper incorporation of component h responsibility of ovioling, designer. not truss designer, Bracing shown or lateral support of individual web members only. Addifionor temporary bracing to insure stability during construction is the responsVtMty of the scmr, Additional Permanent bracing of the overate structure is the responsibility of the building designer, For general guidance regording, nfication, quality conlorr, storage, degy", erection and brocing, consult ANSI/TPII Quaft Criteria, US849 and SCSI Is4ding Component lattrinfornsaffor, ovoirable from Truss Piate institute. 781 N. Lee Street, Suite 312, Afoxandria, VA 223t 4 7777 Greenback Lane, Suke 109 CAms Hoof& CA, 95990 LOAD CASE(S) Standard Uniform Loads (pff) Vert 1-2=-75, 2-3--90, 3-5--75, 5-6-15, 3-7--15 Concentrated Loads (1b) Vert 10-53(F=27, B-27) 11=2(F=I, B-1) 4, a �,, �. �� "� `� �. R �.�., �„ ♦�A ., . CITY OI Building I (303) 234- (303) 235 - 2855 SPEI inspection Type Job Address `3 % Permit Number ? � Z UDGE Division Won line )� M ur j ° y Ff :. 6 ❑ No one available for inspection,;.- ..Time IvMM r S Re- Inspection required: Yes ± No .I E When corrections have been made, call rTe -in ec i nit 303- 234 - 5933 Date: `( °r Inspector: r i DO NOT REMOVE THIS NOTICE " 1 City of Wheat Ridge . ► J Residential Plumbing PERMIT - 110087 PERMIT NO: 110087 ISSUED: 01/28/2011 JOB ADDRESS: 3343 YARROW CT EXPIRES: 01/28/2012 DESCRIPTION: Replace 25 if os sewer line inyard only * ** CONTACTS * ** owner 303/971 -8896 Kevin Wright sub 303/696 -9599 Steve Wakeham 01 -9921 Pipeline Industries, Inc. ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0804 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 7,500.00 FEES Permit Fee 172.60 , Total Valuation .00 _ Use Tax 135.00 DCG�6( ** TOTAL ** 307.60 Conditions: Subject to field inspections. I, by my g ture, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specific ti s, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal o e or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the we k as and approved in conjunction with this permit. I further attest that I am legally authorized to include all entit'e named within this document as parties to the work to be performed and that all work to be performed is disclosed in this ument and /or its' accompanying approved plans and specifications. t— a —L Si ature of OWNER or TRACTO' (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 in specti Signature of uilding Offical Date INSPECT N 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. e 1. L f Cit f Y� ., - heat j1C�e COMMUNnY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Date: Plan # Permit # Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 Building Permit Application Property Address: ?J �t J y 1 A (t� ow Property Owner (please print): Ka- <V/1 Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Coi{kractol: � �fDE.�t �nC� s , Contractors City License #: 0 1- qq Z I Phone: 5 —Cq (�2 —q S qq Slob >_Co>ttractoXSs Electrical: Plumbing: Mechanical City License # City License # City License # Desartpttori ofiwo7ks ` C -FV�¢ �U�oe� contract Value: r�+� ci.1 �� $ 7i6oO � Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq FL $ 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 fall responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that d am the legal owner or have been authorized by the legal owneyq the property to perform the described work and am also authorized by the legal owner of any entity included on this application tg list that entity on this application. i CIRCLE ONE (OWNER) (CONTRACTOR) ff- THORIZED REPRESENTA I M I of (OWNER) CONTRACTOR) PRINT NAME: � C( \1 11i�i (1 ��2 SIGNATURE: DATE: I — 2 2 — lI F '%BUIil i FIRE y TMtzruT 7 atfpto�d,Vo/�omehts, ❑ dlsapprod;� Rio fevivreghlred� Bldg Valuation $ J /� t / / INVOIC I N - —tumpo I JOB DA E oi- 40716 INDUSTRIES INC DATE JOB # P.O. Box 370 • Watkins, CO 80137 1 7.1 (303) 696 -9599 ESTIM R CALL ORIGIN Fax (303) 6 - SER PO# N .. ..I'. - � �7,,, 6ny atQII�WY� u,' .. ...e.,�«„"M NAME I A/ wkU (o ftr NAME ADDRESS 3 3 �3 H44LJ CT ADDRESS. CITY N ff r � n,p STAE `81� ZIP J CITY STATE ZIP PHONE 3 yl - . r; eT gh;. :x�5 i ��r s� 1 . ��SU ��,ESif.�BAT1(�� PHONE r A- g +'.Y�!sR"ff•a,x''a�c".� rr`� ,„ t7Y- A-TC -r (1.ULW ZS' o r GAT 1(&W $ 75Oisle' 74�7W'aL W OC G � - 1 Gor�rJ f✓c�Lu�- (�� 2� / 1%onlb �P rto 1NSTA pug - SWS -P -� va 0 Ed I rr WARRANTY Terms of warranty: 2 � L .APPROVAL X ` SIGNATURE Lupv5 — "a NfiM49lorJ I �,"" J 64 COMMENTS THANK ■ OU o SUBTOTAL AY1 rb'I - M /L{ 3ae(t L_ 9 s c_4 P i is 6 .,- aT1 LtT� 1_e, TAX PLEASE PAY THIS AMOUNT $ U V ITEMS NOT INCLUDED: Landscape, grass, sod, trees, bushes, flowers, plants, fence repair, decorative rock, utility conflicts, private utilities, sprinklers, waterlines, electrical, gas, etc. Not responsible for damage caused by unstable soil, cave-ins or any other complications. TERMS: Job cancellation fees will apply. Invoices are payable -1/2 down and balance 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. X SIGNATURE ACCEPTANCE OF INVOICE X SIGNATURE ❑ VISA ❑ M/C ❑ AMEX CARD # EXP APPROVAL # ❑CASH ❑CHECK# CHARGE A/R ACCOUNT #