Loading...
HomeMy WebLinkAbout3266 Jay Street� ► � i City of Wheat Ridge Residential Addition PERMIT - 201800825 PERMIT NO: 201800825 ISSUED: 05/08/2018 JOB ADDRESS: 3266 Jay St EXPIRES: 11/30/2021 JOB DESCRIPTION: New addition on rear of house, 796 sq ft; New front porch -236 sq ft; New rear porch -208 sq ft; New attached 2 story garage -600 ft; 1,840 sq ft total *** CONTACTS *** OWNER (303) 949-8826 FEES GC 0.00 Plan Review Fee SUB (720) 331-4032 61720.00 SUB (720) 626-7086 Engin. Review Fee SUB (720) 279-0030 637.76 GC (303)912-8341 Permit fee additiona FLICK DEBRA MARIE Chris Marino Daniel Butcher Brett/Lisa Irwinn Daniel Lewis DON FITZMARTIN 150235 CSM Builders LLC 180034 Altek Electric, LLC 180113 Irwin Bros Plumbing LLC 180114 Great Guys Htg & Clg 202286 PERMITXPRES, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 11658.18 Use Tax 61720.00 Permit Fee 21551.05 Engin. Review Fee 150.00 Extend Expired Permi 637.76 Reinspection Fee 60.00 Permit fee additiona 21551.05 ** TOTAL ** 14,328.04 *** COMMENTS *** UA / Unassigned 0 / PROJECT VALUATION: 320,000.00 *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. **Petition must be made for second driveway, contact Public Works** Landscaping removed or damaged during construction must be replaced prior to final inspection. Space above garage NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. 1* ► � i City of Wheat Ridge '/� Residential Addition PERMIT - 201800825 PERMIT NO: 201800825 ISSUED: 05/08/2018 JOB ADDRESS: 3266 Jay St EXPIRES: 11/30/2021 JOB DESCRIPTION: New addition on rear of house, 796 sq ft; New front porch -236 sq ft; New rear porch -208 sq ft; New attached 2 story garage -600 ft; 1,840 sq ft total 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 05/08/2018 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: rn ,L Job Address: 717( r,l.!:, Permit Number:( � 1 (jam. (,4 C_J UI ')V r f— ❑ No one available for inspection: Time > 5 AM/PM r i Re -Inspection required: e's> No When corrections are complete, schedule re -inspection online. Date: Inspector: - s DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Residential Addition PERMIT - 201800825 PERMIT NO: 201800825 ISSUED: 05/08/2018 JOB ADDRESS: 3266 Jay St EXPIRES: 05/30/2021 JOB DESCRIPTION: New addition on rear of house, 796 sq ft; New front porch -236 sq ft; New rear porch -208 sq ft; New attached 2 story garage -600 ft; 1,840 sq ft total *** CONTACTS *** OWNER (303) 949-8826 GC SUB (720) 331-4032 SUB (720) 626-7086 SUB (720) 279-0030 GC (303)912-8341 FLICK DEBRA MARIE Chris Marino Daniel Butcher Brett/Lisa Irwinn Daniel Lewis DON FITZMARTIN 150235 CSM Builders LLC 180034 Altek Electric, LLC 180113 Irwin Bros Plumbing LLC 180114 Great Guys Htg & Clg 202286 PERMITXPRES, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Engin. Review Fee Extend Expired Permi ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION: FEES 0.00 11658.18 61720.00 2,551.05 150.00 637.76 11, 716.99 UA / Unassigned 0 / 320,000.00 *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. **Petition must be made for second driveway, contact Public Works** Landscaping removed or damaged during construction must be replaced prior to final inspection. Space above garage NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. 1* ► � i City of Wheat Ridge '/� Residential Addition PERMIT - 201800825 PERMIT NO: 201800825 ISSUED: 05/08/2018 JOB ADDRESS: 3266 Jay St EXPIRES: 05/30/2021 JOB DESCRIPTION: New addition on rear of house, 796 sq ft; New front porch -236 sq ft; New rear porch -208 sq ft; New attached 2 story garage -600 ft; 1,840 sq ft total 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Pjjge COMMUNITy DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permitsAci.wheatrid eg co.us or fax to 303 -237 -8929 - Party requesting permit extension: (,��- f �@ ►� .J /4 G S a �-✓ Permit # '2 a I 'FOO YZSProperty Address: 3�%� .�i4 �/ S4-. Phone #_30 3 $7 D " "137mail Address: 54/12/- /6 K S0 4c.2 L _ Cc !/W .-- Reason for extension request: tx"5-�,` `tG ic'�.� r tvt-,+ K -'S rer�Q GQ 4-0 .9�( Co v +V-� L'J0A-- tcJ's- C0 v� k Number of days requested: :50 0, `t4 rrA.C�_-t_ _ Printed Name: �cc_(- g r . t3,rko** re: 0_ — Date: For office use only This request has Approved by: X Approved i-,)— ❑ Denied Extended until: 11/14/2020 www.chwheatridge.co.us Date: 09/15/2020 From: Debra Flick To: CommDev Permits Cc: Jay Jackson; cory(ftermitcores.com Subject: Re: Debra Flick 3266 Jay Street Contractor issue/permiit Date: Monday, November 23, 2020 3:05:31 PM Hi Kim - We are working with Cory Davidson to close out our permit. Thanks for your help. Debra and Jay Debra Flick, MSOL, CWC - CNM 303.949.8826 "Self -aware leaders who commit to continuous learning and development of themselves and their team members have the edge". On Thu, Sep 24, 2020 at 5:01 PM Debra Flick >dmarieflicknamail.com> wrote: Hello Kim - We received this message - inserted below. As Jay mentioned our contractor went out of business (CSM Builders) and moved out of state. It's unlikely the subcontractors will go through the process to update as they were working with CSM Builders and are no longer getting work due to the closure. Given the current COVID situation, I hope there is something we can do to close this permit out without being penalized further. We had other work our contractor was expected to fix (floors and paint). He was sick on and off through our home addition process with numerous delays. In the end, we had not received contact and could not get a hold of him to finalize the project/permit. I have been a Wheat Ridge resident for over 15 years. We paid over $9K for the original permit and it was to be offset by sales taxes. However, Wheat Ridge has very limited home improvement options. I am now out of work and being hit with an additional $637.76 puts me in financial hardship. What can we do now to close out the permit without hunting down subcontractors who do not work in Wheat Ridge and most likely will not update their license and insurance? Thank you for your consideration in this matter. Sincerely, Debra Flick From: Perm its()ci.wheatridae.co.us To: sun1045 aol com Cc: dkerrDlacr�ci.wheatridae.co.us. bfresauez(a)ci.wheatridae.co.us Sent: 9/16/2020 10:12:05 AM Mountain Standard Time Subject: FW: Extension Request Hello, Your permit extension has been approved with the following conditions: 1) The permit extension fee is $637.76. Please pay online at the following link. Instructions are attached. 2) All contractors listed on the permit must have current licensing and insurance on file: a. CSM Builders — inactive license; must reapply for license b. Altek Electric — needs updated liability insurance c. Irwin Brothers — inactive license; must reapply for license d. Great Guys Heating — inactive license; must reapply for license 3) Confirm the on-site city stamped plans are available. The city approved plans are required to be on-site for the final inspections. The following inspections will be required to close out the permit: All Finals — Mechanical Final, Electrical Final, Plumbing Final, Public Works Final, Public Works Field Final, Zoning Final and lastly, Building Final If you have any questions, please let me know. Thanks, Kim Cook Permit Technician Office Phone: 303-235-2876 D Debra Flick, MSOL, CWC - CNM 303.949.8826 "Self -aware leaders who commit to continuous learning and development of themselves and their team members have the edge". N � � 4 i CITY OF WHEAT RIDGE �9� BU rding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -2 0 3- S e w e r 0 n Job Address: 7 a GG,' - Permit Number: 0 1 (A 0 0 IR a S— A-e l -T C� _r�, 3-n v ip ❑ No one available for inspection: Time D _f,F AM M? Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:-/';)/// ))IF Inspector: --T b DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE I nspection Type: 3110- �R0wo,� Al, P, CArm." Gy Job Address: ?264 , /,4,/ Si Permit Number: 2QJj 00 2. 5 r LA No one available for inspection: Time N IPM Re -Inspection required: Yes IVo When corrections have been made, call for re -inspection at 303-234-5933 Dated i A.� , 0 Inspector: b~ DO NOT REMOVE THIS NOTICE 4t i_ CITY OF WHEAT RIDGE Buildfing Inspection�Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 ► s- uo Pr- r, Job Address: 3 1, t, S �- Permit Number: 'a © 1 Sa a o 4 -,D S7- S X c tv P r- PC, ❑ No one available for inspection: Time ' _ / of 6D/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 10//k,/ /Inspector: —T-2-1) DO NOT REMOVE THIS NOTICE V l qLc <? �) V1 IGABLE 11 1 1 9-10-9,..y..,. -04 i 14-3-0 23-7-0 37--11 14-34 9-3-12 14-3-4 NOTE: THIS REPAIR = . FOR TRUSSES V1, V2 , V3 & V4. Scale =1:61.4 3x6 = 2x4 11 2x4 11 6x6 = 4.50 12 2x4 II 5 6 12 7 3 8 4 2x4 II � 9 2x4 11 1., T3 2x411 0 13 12 1 10 2x4 1: 22 2......-- 5 24 o x v. 21 20 19 18 17 16 15 14 25 13 ' 12 x 2x4 I 2x4 11 2x4 11 3x6 = 2x4 11 3x6 = 2x4 I 2x4 ,I 2x4 I: z"x8"X4-SPLICE PIECE 2x411 12°±Typ• 9.10-9 37-104 _ 37.10.4 Plate Offsets (X,Y)— f5:0-3-0,Edge) LOADING(psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 3Plate Grip DOL 1.15 TC 0.45 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(TL) n/a n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.00 11 n/a n/a BCOL 10.0 g BC0.0 ' Code IRC2012/TPI2007 Matrix -R Wei ht: 116 lb FT = O% _ LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 SPF 165OF 1.5E 2-0-0 cc purlins (6-0-0 max.): 5-8. OTHERS 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. All bearings 37-10-4. (lb) - Max Horz 1=-64(LC 19) Max Uplift All uplift 100 Ib or less at joint(s)11, 14, 16, 18, 19, 20, 21, 13, 12 Max Grav All reactions 250 Ib or less atjoint(s) 1 except 11=348(LC 32), 1, 18=549(LC 37), 19=575(LC 32), 20=600(LC 32), 21=549(LC 32), FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-14=-332/113, 7-16=-546/162, 6-18=-427/116, 4-19=-495/170, 3-20=-521/214, 2-21=-462/181, 9-113=474/184,110-112=-665/258 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. RAISE VALLEY TRUSSES 5h", PATTERN IN CONTINUOUS 2x6 UNDER TRUSS BOTTOM CHORD. NATT. ON 2"x8"x4'OSB SPLICE PIECES TO BOTH SIDES OF BO'T'TOM CHORD. SPACE SPLICE PIECES AT 12"O.C. AND NAIL NOTES- TO EA.OF BOT.CHORD AND 2x6 SPACER WITH 1) Wind: ASCE 7-10; Vult=127mph (3 -second gust) V(IRC2012)=100mph; TCDL=6.Opsf@4 nO •C • svj,, MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces & MWFRS l DOL=1.33 ALL NAILING TYP . FOR r:A . SIDE OF TRUSS. 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent 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 rectan between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib upl' 13, 12. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11 a standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the t nd/4rXottogi4Xo4g T . IGG��GG -O • : Q LOAD CASE(S) Standard will fit 21, EWP Studio Client: Date: 9/6/2018 Page 1 of 1 Simpson Strong -Ties Project: Designer: Address: Wheatrld e, CO Component SolutionsTM 9 Job Name: 3266 Jay Street Project #: Roseburg #4771 D UQ J1 RFP( 40 9.500" - PASSED Level: Level Check notched top flange; no repair required See notes below 9 1/2" a 0 1 SPF 31 2 SPF H2 5/16" 107' Member Information Reactions UNPATTERNED Ib (Uplift) Type: Joist Application: Floor Brg Live Dead Snow Wind Const Spacing: 16" D.C. Design Method: ASD 1 282 71 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 282 71 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp <= 100'F Bearings General Load Bearing Length Cap. React D/L Ib Total Ld. Case Ld. Comb. Floor Live: 40 PSF Dead: 10 PSF 1 - SPF 3.500" 28% 71 /282 353 L D+L 2 - SPF 3.500" 28% 71 /282 353 L D+L Analysis Results Location Analysis Analysis Actual Location Allowed Capacity Comb. Case Analysis Type Location Max Value Ld. Comb. Ld. Case Moment 854 ft -Ib 5'3 1/2" 3760 ft -Ib 0.227(23%) D+L L Pos Moment 3'3 1/2"721 ft -Ib D+L L fl -lb 854 -Ib 5'3 1/2" 856 ft -Ib 0.998 D+L L (100%) Shear 3'3 1/2" 1 !b D+L L Shear 338 Ib 2 3/4" 1330 Ib 0.254(25%) D+L L Down Defl 3'3 1/2" 0.074 D+L L LL Defl inch 0.072 (L/1689) 5-31/2" 0.253 (L/480) 0.280(28%) L L TL Defl inch 0.090 (L/1351) 5'3 1/2" 0.506 (L/240) 0.180(18%) D+L L Low stress Design Notes 1 Top flange must be laterally braced at a maximum of 7'3" D.C. 2 Bottom flange braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 1-4-0 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Notch notes: )o RE ST P Q, ,..,...., Cond. #1 is 1" deep moon cut notch 1 -side, approx. 21. wide. o .•�oN M- R' •.�9 °:QP Cond. #2 is 3/8" deep rectangular notch 1 -side, approx. 3" wide. Notches are in three separate joists. 22515 a Certification is to verify the joist/beam/truss to carry the loads '•� ••' C, Digitally sealed g y shown and/or for repair design. The applied loads, ) ', �"� �- )NAV Sept. 6, 2018 dimensions, and field conditions info was provided by others. The loads and dimensions must be verified and approved for the specific application by the project design professional. Notes chemical: 5. Provide lateral support at bearing points to avoid Manufacturer Info Deadlines Engineering Roseburg Forest Products 9 Calculated Structured Designs is responsible only of the Handling & Installation lateral displacement and rotatio a 6. Web stiffeners For point load s shown Minimum 601 Morro Ba Blvd., CA Y structural adequacy of this c t based on the quacy omponen 1. IJoistflanges must not be cut or drilled point (cad design criteria and loadings shown. It is the 2. Refer to latest copy of the (Joist product information 7. For flat bearing length>= 3.5 inches roofs provide proper drainage to prevent 4500 Riddle By-pass Rd Riddle, OR 97469 93442 responsibility of the customer and/or the contractor to details for framing details, stiffener tables, web hole ponding ensure the component suitability of the intended chart, bridging details, multi -ply fastening details and (541) 784-4005 application, and to verify the dimensions and loadshandling/erection details www.roseburg.com Lumber 3. Damaged lJoistsmust not beused APA'. PR -1_259, ICC -ES: ESR -1251 1. D service conddions, unless noted otherwise 4. Design assumes top flange to be laterally restrained Dry by attached sheathing or as specified in engineering 2. (Joist not to be treated with fire retardant or corrosive notes. EWP Studio Version 18.32. 106 Powered by i5tructTM --- NSS rUSS ype CSL y 3266 Jay Street 50 10761 C2 ROOF SPECIAL 1 TC 0.54 ^� �' 8-9 > 67 240 MT20 197/144' BCDL 10.0 Lumber DOL 1.15 Job Reference (optional) �1-1.1a "v..,,o„jQ VMS. ..-„ nun: mz iu s reu zs zute vnnr. ts.ziu s reD z3 zu16 Mu eK Industnes, Inc. Fn JUI 20 06:30:09 2018 Pagel 8-4-12 ID:g5ucCITHVoDhreMJpLCJp2zfFSn-mDggMOflzya_e87YXZj2aDrNi5vJMWIEzexZCpmywEmi 3-1-10 6-1-8 8-11-10 10-11-10 12-11-10 3-1-10 2-11-14 2-10-2 2-0-0 + 2-0-0 ---� Scale = 1:21.0 4x4 = 3x5F- 3x6 = { 2 I 3 11 4 4.50112 _ W1 W5 1 9 8 7 10 3x5 = 3x5 = 5x8 = 3x8 II - d 3x4 = = 18" section of 61 busted, 2.00 Llz 4x6 joint 7 intact with piece of 131 fractured 1" up from bottom. 8-4-12 8-1-2 LOADING (psf) TCLL 30.0 SPACING- 2-0-0 CSL DEFL. in (loc) efl L/d PLATES GRIP ., (Roof Snow=30.0) plate Grip DOL 1.15 TC 0.54 Vert(LL) 0.15 8-9 > 67 240 MT20 197/144' BCDL 10.0 Lumber DOL 1.15 BC 0.52 Vert TL -0.23 8-9 > 0 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.05 5 a n/a BCDL 10.0 Code IRC2012/TPI2007 Matrix -R Weight: 40 Ib FT = 0% g LUMBER- _ BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wo d sheathing directly applied or 5-8-2 oc purlins, except BOT CHORD 2x4 SPF 165OF 1.5E end verticals, nd 2-0-0 oc purlins (3-11-15 max.): 1-4. WEBS 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling di ectly applied or 6-0-0 oc bracing. WEDGE MiTek recom ends that Stabilizers and required cross bracing bW7 Right: 2x4 SPF 1650E 1.5E installed durin truss erection, in accordance with Stabilizer REACTIONS. (Ib/size) 10=511/Mechanical, 5=727/0-5-8 (min. 0-1-8) Max Horz 10=-58(LC 11) Max Uplift10=-53(LC 10), 5=-146(LC 11) Max Grav 10=756(LC 29), 5=764(LC 30) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-661/190, 1-2=-2280/571, 2-3=-2757/677, 3-11=-1492/315, 4-11=-1492/315, 4-5=-15931329 BOT CHORD 9-10=-21/417.8-9=-480/2280,7-8=-586/2757,5-7=-210/1388 WEBS 1-9=-470/1908, 2-9=-426/159, 2-8=-108/488, 3-7=-1305/423, 4-7=-64/564 EX= 2x4 SCABS 18"BEYOND DAMAGED AREA AT EACH END AND NAIL TO BOTH SIDES OF BOT.CHORD W/10d@2"O.C.STAGGE'.RED THRUOUT. (USE MIN. OF 10 NAILS EACH END OF DAMAGE). NAILING TYP.FOR EA.SIDE OF TRUSS. NOTES - 1) Wind: ASCE 7-10; Vult=127mph (3 -second gust) V(IRC2012)=100mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) and C -C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category Il; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building d On& city of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 Ib up 7S n� N it 5. 11) This truss is designed in accordance with the 2012 International Residential Code sections R502.1 an 2.10.2 r cod standard ANSI/TPI 1. • '� Cl 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the t nd/4r(90ttoijl9q(Q.'; LOAD CASE(S) Standard CONAL EN @ V4 3 V3 � V2 s� - � A11 Vi ' 0 m N N B3 10' 1 1/8 B2 u° B1 BHM i m JV4 C2 -JV2 JV1 JV4 - a0ISDO�� t <� � N N 1.1 ro A Existing ridge. o � J 6'0" m 51 8 --- -- -- - --- ---- -_-- L -- -- -- -- -- -- 167" m 13' 10' 10 3/4" 9 :a X:JV2 JV4 CGL o 0 0 0 24-0" o 3 a T.. M _ rn dw respomibiliry of me Buildup Dasgner. Intlividualweb member breang t shown on ine eiginwred sealed drawings. Tha sim, grade, eM lo®uon of boN temporary st be braced et 24' o unless noted welts antl permanent bracing ere Me respomibiliry of Ma Building Desgmr. Trusses shell M invellM in a straght and plumb pasiEon. Wlrere na direct top choM shmNing is appliM, engineering. Where na botmm choM sheathiig is applied, truces must be brecM et 1g'0' on center minimum, unless rated oMerwise on waled engineering. Any Cmrges to emend a rg- b eltr trusses supplied must be appravM in edrenca of Oase egngoin urrM, charges in order to be reimbursed. I _ B S O N y N y N UI N N S O JV2 M "i A a-aA C 9 N S p JV4 O fn S f) fl S !� S O Z N i S d n nS C d C,U s m < H j l0 O 2. r ' U d w M N 1O A ° z OD 0 o m = S coS M M I OD O y n 3 d j M P 3 N C7 oo JV4 ti N O M M p o JV2 F a S C�7 N d A N CCL N f ° 12' 0" i 8101, 24-0" . This truss placement diagram shows i -MM b Ow of m1pom1m. Trusws are designed as individual component aM drev pWm—t, III,end w Ore wppardrg sbucfure t dw respomibiliry of me Buildup Dasgner. Intlividualweb member breang t shown on ine eiginwred sealed drawings. Tha sim, grade, eM lo®uon of boN temporary st be braced et 24' o unless noted welts antl permanent bracing ere Me respomibiliry of Ma Building Desgmr. Trusses shell M invellM in a straght and plumb pasiEon. Wlrere na direct top choM shmNing is appliM, engineering. Where na botmm choM sheathiig is applied, truces must be brecM et 1g'0' on center minimum, unless rated oMerwise on waled engineering. Any Cmrges to emend a rg- b eltr trusses supplied must be appravM in edrenca of Oase egngoin urrM, charges in order to be reimbursed. n Customer Name: CSM Builders Loading Aw Q) :os0 CO ,� 1i' Drawn By: Jay NeL on T.LL-w- Ts "�� 1 °°`'° tom/! E a Job Name: 3266 Jay Street y H H. = * — °ate: Tnlrzole ecu: D ^ H �D 0 ►. y o rw,r m c n Site Infarnatbn3266 Jay Shwt Wheat RMge. CO 60033 -- 6CDL: 10 Bui N Cada: IR=012 Mc f TelepMm: 303%6-2616 Sales: Mara Jensen Contac[ Chris OMer6: 50- 010M `MTM Speed: 100 Expowre: C L� A i CITY OF;WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax r► INSP�vlECTKON NQTIC,F, - v9 �t Inspection Type: 31 S- '5 1 o pa n Job Address: �3 a G 6 may S Permit Number: 2 01.5 G 0(3 o S ❑ No one available for inspection: Time /0 -- 3) (A'9/PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date:) o Is If j g Inspector: i16 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE' Building -Inspection' Division � (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 'i�%lS4 LoC Job Address: Permit Number: ❑ No one available for inspection: Time ,t xM/PM Re -Inspection required: Yes o When corrections have been made, for re -inspection at 303-234-5933 Date: �-'�° 1 t' Inspector: JS DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE building Inspectfdw Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time fmiloM Re -Inspection required: Yes No i c_ When corrections have been made, -inspection at 303-234-5933 Date: -Ci'/'+ 1 -Inspector: DO NOT REMOVE THIS NOTICE 'a i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: c� -P Job Address: 326?& Permit Number: 7,12/� &Q J ❑ No one available for inspection: Time l ,' AM/ - Re -Inspection required: es, No When corrections have been made, call for re -inspection at 303-234-5933 Date: - l t /� Inspector: DO NOT REMOVE THIS NOTICE V. 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: //U5y %4i /V1 Job Address: fZLlr (P 15( Permit Number:f�/��j(��Z_S'` ❑ No one available for inspection: Time p �F ' AM/Pm/ Re -Inspection required: Yes /No' When corrections have been made, call for re -inspection at 303-234-5933 Date: 1. .e_Inspector: t_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: i Permit Number: ❑ No one available for inspection: Tme AM/PM Re -Inspection required: Yes o When corrections have been made, call for re-inspection l at 303-234-5933 Date: 1113fiPJ Inspector: 10 ,A f0 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE #6611ding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 11" FLO Wr.{ Job Address: CpCo , f o tt Sr" Permit Number: c>201'� 00 S12 j+ e. 0 ❑ No one available for inspection: Time l AM Re -Inspection required: -Yes) Noo, . ~~ r When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: If' DO NOT REMOVE THIS NOTICE STUD108m E N G I N E E R I N G August 2, 2018 Wheat Ridge Building Division 7500 W. 29th Avenue Wheat Ridge, CO 80033 Re: Flick Residence Permit No: 20180000825 3266 Jay St. This letter is to confirm that this office has made periodic site observations of the referenced project, and based on these limited observations, has found the work pertaining to the superstructure to be in general compliance with the plans and specifications prepared by this office. Site visits included the foundation wall reinforcement and ufer ground. Items which were not in compliance were called to the Contractor's attention and have been corrected. Sincerely, Cody B. Bohall, P.E. CEO/President Studio 8.18 Engineering, PC www.Studio818Engineering.com 7611 Grandview Ave. P:303.255.3664 info@studio818engineering.com Arvada, CO 80002 Date: May 31, 2018 Subject: Foundation Pier Inspection, 3266 Jay Street, Wheat Ridge, Colorado Job No.: 17-559 Ms. Debra Flick 3266 Jay Street Wheat Ridge, Colorado 80033 Dear Ms. Flick: As requested, Hollingsworth Associates, Inc. has conducted an inspection of the foundation piers for the residence under construction at 3266 Jay Street in Wheat Ridge, Colorado on May 31, 2018. Twenty- two piers were drilled to a depth of 13 feet. The piers were 12 inches in diameter and spaced to plan. Each pier was reinforced with three #5 rebar. All piers were installed in accordance with plans and specifications. If you have any questions, please call. `�ttttuunnuuruii SincerelX�.�pp(� HOLD _OCIATES, INC. 41 cc Z - Thom jollingsvM'*jP.E. TRH: bw''�J�ii�t��N\ Reviewed by: HH Hollingsworth Associates, Inc. Geotechnical & Environmental Engineers 2875 W. Oxford Ave. #7 Sheridan, Colorado 80110 303-781-5188/fax 303-781-5224 cityof, -1eatR (J�p --v D rvn ,)P,4,i r Cft.Yof Whc;A Rid6-thlarsicipal 81111ding 751W W, 29" A ,c. Wheat R Idgr– Co RDI)33-8001 P, 303211.2846 F, 30.3.235-2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This (bfm, inelt'ding, the Exhibit on the reve m, side must be faily completed by a ptofessional tend SuNeYor licensed in the State of Colorado.? This Cce tificaticm must be submitted for review and upproval prior to the placement of concrete and before proceeding with any further Construction, DATE: —L, i it qe r PERMIT# Z15' ADDRESS: 'S LOT —, BLOCK, K,6 J;Z SU BDIVISION I hereby certify that the cicvation and tomlion of the structural foundation for the above property debt.Tibed ahovc has been mewured by me or directly under my supervision. The foundation Setbacks and clevations, for all build,tts cornerty as stated herein have been found by me to be in compli ancc with all municipal sethack and eicvation requirements, and all civil engineering and Building Permit construction plans as approved by the City -of Wileat Midge_ The NUNIMUrtl SETBACK DISTANCE8 from thc property lines have been dctermincd to be-, FRONT: REAR, Lr ,L;_ SIDE:S- SfDE: The MINIMUM ELEVATION has been determimd to he-, — 52156 - z7 — (NAVD88). The above ineasurements have bccn determined on the following location, 'heck only one)., Top of foundation prior to plaoemcnt of Concrete — Top of proposed foundation subsequent to placement of concrete Tht set and'ele'vati me -urem locations are identified on the attached exhibit, Signed Print L Ir 9:11n. 1Wvss1w%P1 surveyor Date Approved by: FOR OFFtCE USE ONLY 003 Dale, . eo Rev 12M IM111t NOTICP 10. SURVFVOK-. I. Eleval low SWI be shrmm fOT ALL foundation comers. 2. Foundation comers with minimum elevation and setback disumc-c shall be identified, 3. Drawing must be properly oriented (North = top of page), 4. Show the roadway in fixmt of -the pftnmrty. S. If drawing is to -s mic. proAdo the walk. If not to-scatc show as N.T-S. Ftm- 1 ZV6 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: 309 R E Job Address: 3 ?'6 6 St Permit Number: ' 'O/� d0 5_ -.4 rv, 7,0 /- f ; ( Pa, L�1. fP N *PtJ�rlA t/ i,'/c./. )' /901;� /t7 Fg t lam, rC' i t1 O` "r ❑ No one available for ins tion: Time NO AM/PM Re -Inspection required:Yes No When corrections have been de, call for re -inspection at 303 -234 - Date: ! Inspector: M7 - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line' (303) 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: kw t( pIv141<0 Job Address: 326& Cup./ f> f Permit Number: C;26 -f ly w- ❑ No one available for inspection: Time 0 Am- M Re -Inspection required: Yes' _ When corrections have been made, call for re -inspection at 303-234- 9 5933 n Date: . q, / Inspector: 's, DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE t Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -O &Rl fe-(60 c% � ?✓� Job Address: 22&& 6LA, 57( Permit Number: C.;26/�2. '� ❑ No one available for inspection: Time if, tw tPM Re -Inspection required: Yes No-�% When corrections have been made, call for re -inspection at 303-234-5933 Date: 9.4, /� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: � � 14 Job Address: `moi 2&(0 = C, fJ ❑ No one available for inspection: Time % ( A-"A Re-Inspection required:Yes o When corrections have been made, call for re -inspection at 303 -234 - Date:— 9.4.6 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Roj6 (I Job Address: 2& sf Permit Number: LJNo one available for inspection: Time `, AM M Re -Inspection required: CYe��No When corrections have been made, call for re -inspection at 303-234-5933 Date: cl •4, l � Inspector: 4 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE §y� Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NO/TICE 1� Inspection Type: Job Address: _:?2&4o Permit Number: 41?ONOO SrZ� u �4j ❑ No one available for inspection: Time)./(, O M Re -inspection required: YesONo i *When corrections have been made, call for re -inspection at 303 -234 - Date:— 9, Lf, Inspector: DO NOT REMOVE THIS NOTICE z I* � A i CITY OF WHEAT RIDGE _1�9rBuildinglnspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 440"-7- P__Jn en ) Job Address: 3 -,Pb -.TAj S 4 - Permit Number: 19 0 1<9 0 0 S-0!9-- ❑ No one available for inspection: Time l =S-) PM Re -Inspection required:Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: /119 Inspector: i DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �1(303) Building Inspection tivision (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 Q 1, - M Job Address: -3D & & Tey S Permit Number: 2 0 S 0 o r 2 E) o4" 14 r--Nnr--Fj ❑ No one available for inspection: Time IC = ?9W' -"PM Re -Inspection required: Yes (P When corrections have been made, call for re -inspection at 303 -234 - Date: 1? 03-234-Date:1? a 9 11q Inspector: 7-b DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTIC Inspection Type: 3 23 - l� o o-� S % ea 47, Job Address: 3a G, L Ta a S4- Permit Number: a c l g c o a s 00 ❑ No one available for inspection: Time = 3 i M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:s'I !g Inspector: `Tb DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 201800825 PERMIT NO: 201800825 ISSUED: 05/08/2018 JOB ADDRESS: 3266 Jay ST EXPIRES: 05/08/2019 JOB DESCRIPTION: New addition on rear of house, 796 sq ft; New front porch -236 sq ft; New rear porch -208 sq ft; New attached 2 story garage -600 ft; 1,840 sq ft total *** CONTACTS *** OWNER (303)949-8826 FLICK DEBRA MARIE GC Chris Marino 150235 CSM Builders LLC SUB (720)331-4032 Daniel Butcher 180034 Altek Electric, LLC SUB (720)626-7086 Brett/Lisa Irwinn 180113 Irwin Bros Plumbing LLC SUB (720)279-0030 Daniel Lewis 180114 Great Guys Htg & Clg *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 320,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,658.18 Use Tax 6,720.00 Permit Fee 2,551.05 Engin, Review Fee 150.00 ** TOTAL ** 11,079.23 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. **Petition must be made for second driveway, contact Public Works** Landscaping removed or damaged during construction must be replaced prior to final inspection. Space above garage NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. City of Wheat Ridge Residential Addition PERMIT - 201800825 PERMIT NO: 201800825 ISSUED: 05/08/2018 JOB ADDRESS: 3266 Jay ST EXPIRES: 05/08/2019 JOB DESCRIPTION: New addition on rear of house, 796 sq ft; New front porch -236 sq ft; New rear porch -208 sq ft; New attached 2 story garage -600 ft; 1,840 sq ft total I, by in 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 a le ally uthorized to include all entities zrried within this document as parties to the work to be performed andthatqIwoto,be e or e is disclosed, in this document an /oris' accompanying approved plans and specifications. Signature of IOWNBR or CONTRACTOR (Circle one) Date ' I 1. This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required in, and shall not p oceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The iss nc or ranting permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applica ode r any o regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �C'O'Wheat,d eMUNITY DtV£L.OPMFNT 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 Email.- permits(a)ci.wheatridge.co.us FECEIVED MAR 2 6 2018 e r V_J. FOR OFFICE USE ONLY Date: _30 Plan/Permit # ( i Plan Review Fee: G Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. **" Property Address: 3Z 66 (,)rb y j� Property Owner (please print): A ,- .r i F li U � � Phone: 503- ` q9 `,�,`6 Property Owner Email: vy) o (Ta r/� a r o'l Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: ArchitectlEngineer E-mail: "C1,4 f(A fe-61'; V� Phone: Contractor: Contractors City License #: 1505)5 Phone: kUT -356 " %r !s Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): b' is 1� r "`4' Phone: ��s> " 3 �� Y Z 6 /J' CONTACT EMAIL(p/ease print): Sub Contractors: Electrical: N/L'Gk W.R. City License # Other City Licensed Sub: City License # City License # C sMit /C,1e'5" 0t)jk) c) i l _ 601" Plumbing: 1 W i ✓i ��% r`Jt4lW� W.R. City License # Other City Licensed Sub: Mechanical: L � L W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESIDENTIAL ADDITION WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, s ed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT KELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) A/(-,',4,- 4dd t � (� Oil reo ( & Ao,�.s e - 7 �6 r1e,.,' Fr tt porr,,h - 236 sq Ff /ye ,,, a t*J Gh cJ 2 sivf y 10rL' 9 e Sq. Ft./LF Amps Btu's Squares 0v 51 i Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 10, 000 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONT— COR) r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) T Signature (first and last name): � DATE: DEPARTMENT USE ONLY ZONING COMMENTS: OCCUPANCY CLASSIFICATION: Reviewer = � ¢yr�L. � �. �'r t- 40 ® : 'M6 sF �X� lol .oz ` -'Sol Lf II.q 2 BUILDING DEPARTME�COMMENTS: �r � Z7 1 N-3 Review L Mrs et ac Fi)ewe- wcp4e,� Cn9mMeff/15- MV'N RX-. GcNDITI0 ✓ OF APP90VAL- 4-/24`/8 sly p"A/ F&�Z coMM�s, �.�� 6 r Building Division Valuation: $ 3 Kimberly Cook From: Kimberly Cook Sent: Wednesday, April 25, 2018 1:24 PM To: csmbuilders@gmail.com' Cc: Lagenia Reimer; Dina Kemp Subject: 3266 Jay Street Attachments: Sub contractor listing.pdf Hello, Your plans have been approved for 3266 Jay Street. Please have the attached form completed including the Wheat Ridge license numbers and signed by each subcontractor. The balance due is $9,421.05. Thanks! Kim Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2876 Fax: 303-237-8929 www.ci.wheatridge.co.us )9 �,'' `� f til}� rel V V hcat 11C � ge •�''f'c�n,�e�t��:an�l�rvFle�r-�nr>.r '-- CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. City of Wh6atp,idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM *This application must be signed by each sub -contractor confirming the same. Project Address:_ j Z 6 6 , -Q y J/, Permit #: General Contractor: C S wA 3 y /we ✓'s' Electrical Contractor - Wheat Ridge License # Company Name: to k C`ec t. Phone #: 720 - 3 3/- L/03Z State License #: EL , a 10 10 � 7 Master #: 6()0 X o 2d/9 Signature of Authorized Agent Date Plumbing Contractor - Wheat Ridge License # Company Name: I f w"h )3 ry r Phone #: % 626 - 7()S�- State License #: vc ,,0003,1-n Master #: / 1 17-- 6� Signature of Authorized Agent bate Mechanical Contractor - Wheat Ridge License # (z (, q q Company Name: G1 reg 6v -i 1Kecaf'Aw Phone: ? W - ZL17 " 3 't gb 1 q1Z7 0 Signature of Authorized Agent Date *This application must be signed by each sub -contractor confirming the same. City of SINGLE F'AMILYIDUPLEX h6at e -x7pufillc WOR, BUILDING PERMIT A GA TION RE VIEW Date: _4 124 11,6> Location: �o JAY 57- ATTENTION: TATTENTION: BUILDING DMSION I have reviewed the submitted application documents to construct a hbE KI &d 'E located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: ZOK �# �; refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: Yes -A/— No Completed b. curb & gutter: Yes No c. sidewalk: Yes Completed d. Other (specify): Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3. -� Does all existing roadway/alley R.O.W. meet the standards of the City: -4/— Yes If not, what is required? If R.O.W. is required, has the deed been received: No Yes — No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. 1a. , .412.4 Signature Mark Van Nattan Date 5. r" NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. Stipulations: ftpg C2. 7. A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 - City of Wheat -- I PUBLIC WORKS CONDITIONS OF APPROVAL Address: 3266 Jay St. Permit Number: 2010800825 Approval of this building permit is subject to the following conditions and notes: Caution should be exercised when excavating along property lines, especially the eastern and southern lines, to prevent undermining of existing fences and other structures. It is PW's opinion that it is not practical to build to property line. Existing fences, drainage patterns and landscaping on adjacent properties may be jeopardized during and after construction activities. See Driveway Detail and Swale Detail for recommended method to control flows at property lines. Install new 2'-6" vertical curb and gutter and City standard 4' attached sidewalk along property frontage. Install two (2) new drive cuts (Type 3, per M & S Standard Plan M601-1) as shown, pending applicant obtaining waiver of access point limitation noted below. A ROW Construction Permit will be needed for any work in the public ROW. Contact Public Works at 303-235-2861.0 • t ode of Laws, Section 26-501.F.4 For all uses, one (1) access point per property is permitted. However, the public works director may approve a modification to or waiver to the vehicle access standards and requirements stated in this subsection. Applicant is directed to petition the director for second access point. I:\Building Permit Review\2018\3266 Jay St\CONDITIONS OF APPROVAL.docx City of .a t r q _: City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORDS DEVELOPMENT REVIEW FEES Date: 4 1,-4 / /8 Location of Construction: JA)- . ni- Purpose of Construction: �StW�L fig _44AJJJY� �, ®_ JA14. Single Family _ Z Commercial Multi -Family Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee:. .................................... $50.00 Commercial/Multi-Family Review Fees: o Review of existing or minimal technical documents: ........................ $200.00 ® Initial review' of technical civil engineering documents (Fee includes reviews of the I' and 2nd submittals) :.......................... $600.00 a Traffic Impact Study Review Fee: (Fee includes reviews of the V and 2nd submittals): ........................... $500.00 ® Trip Generation Study Review Fee: .................................................. $200.00 a O & M Manual Review & SMA Recording Fee ................................ $100.00 ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: ® Resubmittal Fees: 3rd submittal ('/z initial review fee): .................................................... $300.00 5 4d' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00-- (Full initial. review fee) $ TOTAL AL REVIEW FEES (due at time of Building Permit issuance): � PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. R'"" A.wheatridgexo.uS Rev 12/12 City of fW h6at �idgc P 11C WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: ADDRESS: -32(2 v JA?' S71, Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www.ei.wheatridge.co.us Rev 2/08 C ily of -- W hcat l dgc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: / / -, Project Address: ) L t% (j 1 -� T 1`eC l" Name of FirmAndividual submitting documents: Project Type/Description: Ad i- 3 1'-""1 (�/ Y L' r {- i . ►, c + - 6-0 Riq if too Signature of Firm Representative or Individual: t ;�� C✓L L� L� �2 )) DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY S S , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above.* Sv r'3Z'6c-r T n! -QT IiI Agency represented: (Please check one) G West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water ,b( Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: S .a- L.. -g-,, 4 }} a...%—J �.+i" M a. c L i- t '2-a,a Signature: 3- 2-7-68 MARTIN/MARTIN CONSU LT ING ENGIN E E RS March 29, 2018 Debra Flick Email: dmarieflick@gmail.com Re: Wheat Ridge Sanitation District — 3266 Jay St. — Proposed Addition Martin/Martin, Inc Project No.: 17.0633 Dear Ms. Flick, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the design plans received March 29th, 2018 concerning a proposed addition for the property at 3266 Jay St. The provided plan set shows a proposed garage, bathroom, and bedroom. Please contact your water utility service provider to determine if your current water meter will meet the requirements of this proposed expansion. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot is entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. Per the submitted plans, it appears that there are plumbing modifications to the existing structure. If the proposed addition requires a water meter upsizing, the District will need to review and approve plans prior to construction. If a water meter size increase takes place, the District must be informed immediately, and appropriate sanitary tap fees must be paid prior to acceptance. In addition, the District will require review to determine if an additional service connection is required. Please provide a letter from the water service provider with a determination of water meter size. Please be aware that these comments are based on continued use of the residence as a single-family residence. Please notify the District of any changes to this intended use. Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, I Bill Willis, PE Cc: Mike Bakarich — Wheat Ridge Sanitation District Manager Pam McKnight — Wheat Ridge Sanitation District Tim Flynn —Attorney, Collins Cockrel & Cole P.C. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTIN MARTIN.COM t ��I .0110, W hitse-at 1 is Ige CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date:! Project Address: Name of Firmlindividual submitting documents: t ? f 1 t Project Type/Description:'�� f , , t I f 11( } ,� r f .,, t. �; 4:., t' � A'7 Signature of Firm Representative or Individual: f `�( i.'I DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, am a duly authorized representative of the agency indicated below a d o, 6y g ature below, hereby acknowledge receipt of documents necessary for review and approval of the project i icated above. Aaencv represented: (Please check one) o West Metro Fire Protection o Wheat Ridge Sanitation District o Arvada Fire Protection o Clear Creek Sanitation District K Wheat Ridge Water District o Fruitdale Sanitation District o Consolidated Mutual Water District o Other dge Sanitation District o Valley Water District a Denver Water o Other Rev. 09/2017 RESIDENTIAL Building Permit — Plan Review Worksheet Address: l 2 6 6 a �'E - Zoning: Lot Size: �� ,d �31� sq. ft. Lot Width: S ft. Property in the flood plain? 0 If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: $ Glc� Any conflict? (Y/N) N Related Cases: -----— Type of project (applicable survey conditions in parenthesis): CO:At permit, we need: Survey at foundation: Survey prior to ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) ❑ New ILC and site plan yes (FND) if Win 2' of setback (NRS) if in floodplain (FLD) Maximum Lot Coverage: a % �" ► -� sq. ft. Existing Improvements (footprints): Proposed Improvements (footprints): House: 1?-" sq. ft. House/addition: AM109 'jq6 +- �s�g ft. Shed: 'IN - s F sq. ft. Shed: 600 O'q.`f -- Detached garage: sq ft. Detached Garage: sq. ft. Other: p,,r'cti4s'-4-26 sq. ft. Other: sq. ft. Total Existing 10 -4'3-0 sq. ft Lot Coverage Ito. I % Required Setbacks: FR S S `� S Proposed+Existing 's1 1 ytt" sq. ft Lot Coverage 10 . 4-- % R 15'i r� w— -►ate a 1 (S Provided Setbacks: FR 4 2 S k 0 3 S 13 R 14 S For additions or new construction, is the structure within 2 feet of minimum setbacks? N d If yes, add suryeying condition FND. Maximum Height: 3S ft. axi ft. Proposed Height: - 23 ft. ProposedSize: sq. Does the bulk plane apply? (Y/N) If yes, doe�it meet on all sideT /� (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -IC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? 0 If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development;Additions that increase gross floor area (not just the footprint) by 0% or more (proposed floor area3t— —existing floor area 1696 / existing floor area 1 06 % increase If any box above is checked... 0 1112" 1f-ect t1, r4?J For SF/DUPLEX—Is there existingCurb Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, Streetscape construction or fees -in -lieu will be required. N Or MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. NlA ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. w<<( efteA Z'O( acwi pt4--= v -x •-6 FW Lanapmg Conditions (apply to additions and new dwelling units) For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot '15 - width of driveway t 0 4 10 ) / 70 = ( (round up for required trees) 20 Street trees required: Street trees provided: 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. DweWpg Unit Not approved as an independent dwelling unit. SUBSURFACE STUDY FOR THE PLANNED ADDITION TO THE EXISTING RESIDENCE 3266 JAY STREET WHEAT RIDGE, COLORADO Job No.: 17-559 January 5, 2018 (Revised January 12, 2018) 42ai g 00 82 s MAR 3 0 2018 Prepared for: Ms. Debra Flick Per4L--- 3266 Jay Street Wheat Ridge, Colorado 80033 0 Ic L7 Hollingsworth Associates, Inc. Geotechnical & Environmental Engineers 2875 W. Oxford Ave. #7 Sheridan, Colors o 110 303-781-5188/fax 303-781-5224 a s �; t ., �� � ,� ,.� TABLE OF CONTENTS PURPOSE AND SCOPE OF WORK 1 PROPOSED CONSTRUCTION 1 SITE CONDITIONS 2 FIELD EXPLORATION 2 LABORATORY TESTING 2 SUBSURFACE CONDITIONS 3 POTENTIAL FOUNDATION SYSTEMS 4 FOUNDATION DESIGN PARAMETERS — SPREAD FOOTINGS 4 FOUNDATION DESIGN PARAMETERS — DRILLED PIERS 6 FOUNDATION WALLS 8 WATER SOLUBLE SULFATES 9 UNDERDRAIN SYSTEM 9 SURFACE DRAINAGE 10 LIMITATIONS 10 Fig. 1 — Location of Exploratory Boring Fig. 2 — Log of Exploratory Boring Fig. 3 — Legend and Notes of Exploratory Boring Figs. 4 and 5 — Gradation Test Results Figs. 6 and 7 — Swell -Consolidation Test Results Table I — Summary of Laboratory Test Results City of Wheat Fridge ;Building Dmsoll PURPOSE AND SCOPE OF WORK This report presents the results of a subsurface study for the planned addition to the existing residence at 3266 Jay Street in Wheat Ridge, Colorado. The subsurface study was conducted for the purpose of developing foundation recommendations. The project site is shown on Fig. 1. The study was conducted in accordance with our proposal P17-396 dated December 5, 2017. A field exploration program consisting of drilling one exploratory boring was conducted to obtain information on subsurface conditions. Material samples obtained during the field exploration were tested in the laboratory to determine the classification and engineering characteristics of the on-site soils. The results of the field exploration and laboratory testing were analyzed to develop foundation recommendations and allowable bearing pressures. The results of the field exploration and laboratory testing are presented herein. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the planned addition are included in the report. After the report was submitted, we were made aware that the addition would not be on a basement. The report has been revised to take that change into consideration. PROPOSED CONSTRUCTION It is our understanding that the planned addition will be a one-story wood structure founded on a crawl space. Foundation loads are expected to be light as is typical for this type of construction. If the design varies from the project description above, the recommendations presented in this report should be reevaluated. City of Wheat Ridge SITE CONDITIONS At the time of our field investigation, the site had an existing one-story house founded on a full basement. The site was landscaped with lawn, shrubs, and mature trees. The site sloped slightly from north to south with a change in elevation of approximately 2 feet. FIELD EXPLORATION The field exploration for the project was conducted on December 15, 2017. One exploratory boring was drilled at the location shown on Fig. 1 to explore the subsurface conditions. The location of the exploratory boring was determined by Hollingsworth Associates personnel based on site access conditions. The boring was advanced through the soils with a 4 -inch diameter continuous flight auger. The boring was logged by a project engineer. Samples of the subsurface materials were taken with a 2 -inch I.D. spoon sampler. The sampler was driven into the various strata with blows from a 140 -pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. Penetration resistance values, when properly evaluated, indicate the relative density or consistency of the soils and bedrock. Depths at which the samples were taken and the penetration resistance values are shown on the Log of Exploratory Boring, Fig. 2 with a legend and notes shown on Fig. 3. Measurement of the water level was made in the boring by lowering an M -scope into the open hole shortly after completion of drilling and twenty-one days later. LABORATORY TESTING The samples obtained from the exploratory boring were examined and visually classi city of Wheat Ridge: 2 \ R„ilriina Div'.so laboratory by the project engineer. Laboratory testing included standard property tests, such as natural moisture content (ASTM D-2216), dry unit weights, grain size analysis (ASTM D-422), and liquid and plastic limits (ASTM D-4318). Swell -consolidation tests (similar to ASTM D-2435) were conducted on one sample of the upper soils, one sample of the weathered bedrock and one sample of the bedrock to determine the compressibility or swell characteristics under loading when submerged in water. The percentage of water soluble sulfates was determined in general accordance with "Standard Methods for the Examination of Water and Wastewater, 15"' ed.", for one selected sample. Results of the laboratory testing are shown on Figs. 4 through 7 and summarized in Table I. The laboratory testing was conducted in general accordance with applicable ASTM standards. SUBSURFACE CONDITIONS The subsurface conditions at the site, as indicated by exploratory boring B-1, consisted of 12 inches of topsoil, 8 feet of very stiff sandy clay, and 3 feet of firm weathered claystone/sandstone overlying hard claystone/sandstone for the depth drilled, 21 feet. No free water was encountered in the exploratory boring at the time of drilling. When the boring was checked twenty-one days later, free water was measured at depth 15.5 feet. A gradation of a typical sample of the sandy clay is shown on Fig. 4. The sandy clay possesses a high swell potential with a percent swell of 4.6% and an uplift pressure of 5,700 psf when wetted under constant load as indicated by the swell -consolidation test results shown on Fig. 6. A gradation of a typical sample of the weathered claystone/sandstone is shown on Fig. 4. The weathered claystone/sandstone settled upon loading and was not affected when wetted under constant load as indicated by the swell/consolidation test results shown on Fig. 7. A gradation of a typical sample of the claystone/sandstone is shown on Fig. 5. The claystone/sandstone possess city of 1N11eat RIdy2 3 Building low swell potential with a percent swell of 0.7% and an uplift pressure of 1,500 psf when wetted under constant load as indicated by the swell -consolidation test results shown on Fig. 7. The laboratory test results are summarized in Table I. POTENTIAL FOUNDATION SYSTEMS The site is not suitable for founding the addition with spread footings bearing on the upper clay soils because of the high swell potential of the clays. If spread footings are used to found the addition, the footings will have to bear on the materials below the expansive clays at approximately 9 feet below the existing ground surface or on compacted structural fill. If structural fill is used, the expansive soils will have to be excavated from below the footings for the entire depth of the expansive clays and for a width equal to the depth of the expansive clays plus the width of the footing, which may not be physically possible at this site. We understand that the owner is aware that there are proprietary procedures available that claim to treat expansive clay soils in-place. We have experience with the use of these procedures and would not recommend their use for this addition because of the uncertainty of the outcome. The addition may also be founded with a deep foundation system that transfers the foundation loads to the stable soils below the expansive clays. That system should be straight shaft drilled piers. If helical piles are considered, consideration should be given to the potential for uplift of the helical piles by the expansive clays that they would be imbedded in. Foundation design parameters are given for both spread footings and drilled piers below. FOUNDATION DESIGN PARAMETERS — SPREAD FOOTINGS If the addition is founded on spread footings bearing on undisturbed natural soils beneath upper clays at least 9 feet below the existing ground surface or on compacted structural fill. / city of Wheat F ic!; 4 illing The design and construction criteria presented below should be observed for a spread footing foundation system. The construction details should be considered when preparing project documents. (1) Footings bearing on the undisturbed natural soils at least 9 feet below the existing ground surface should be designed for an allowable soil bearing pressure of 3,000 psf. The footings should also be designed for a minimum dead load pressure of 800 psf. (2) Footings bearing on compacted structural fill should be designed for an allowable soil bearing pressure of 3,000 psf. The compacted structural fill should consist of a non - expansive material compacted to 100% of the maximum standard Proctor (ASTM D-698) density within 2 percentage points of the optimum moisture content. The area of expansive clays requiring over -excavation is discussed in the section above. (3) Based on one-dimensional consolidation theory, we estimate total settlement for footings designed and constructed as discussed in this section will be approximately 1 inch. Differential settlements across the residence are estimated to be approximately ''/z inch. (4) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below the exterior grade is typically used in this area. (5) The lateral resistance of a spread footing bearing on undisturbed natural soils will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.40. Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit weight of 2 pct. The coefficient of friction and passive pressure values recommended above assume 5 F?UiIdITi �N.. mobilization of the ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain that will occur at the ultimate strength, particularly in the case of passive resistance. (6) Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 12 feet. (7) Areas of loose material encountered within the foundation excavation should be removed and the footings extended to adequate natural bearing material. As an alternate, the loose material may be removed and replaced with non -expansive fill material compacted to 100/0 of the maximum standard Proctor (ASTM D-698) density within 2 percentage points of the optimum moisture content. New fill should extend down from the edges of the footings at a 1 horizontal to 1 vertical projection. (8) A representative of the soil engineer should observe all footing excavations prior to concrete placement. FOUNDATION DESIGN PARAMETERS — DRILLED PIERS To transfer the foundation loads below the expansive clays, the addition may be founded on straight -shaft piers drilled into bedrock. The design and construction criteria presented below should be observed for a straight -shaft pier foundation system. The construction details should be considered when preparing; project documents. (1) Piers should be designed for an allowable end bearing pressure of 10,000 psf and a skin friction of 1,000 psf for the portion of the pier in bedrock. (2) Piers should also be designed for a minimum dead load pressure of 2,000 psf based o pier end area only. (3) Piers should penetrate at least 5 feet into the bedrock. (4) Piers should be reinforced their full length with at least one No. 5 reinforcing rod for each 16 inches of pier perimeter to resist tension created by the swelling materials. (5) A 4 -inch void should be provided beneath the grade beams to concentrate pier loadings and to prevent the expansive soil from exerting uplift forces on the grade beams. (6) A minimum pier diameter of 12 inches is recommended to facilitate proper cleaning and observation of the pier hole. (7) Concrete used in the piers should be a fluid mix with sufficient slump so it will fill the void between reinforcing steel and the pier hole. (8) Based on the results of our field exploration, laboratory testing, and our experience with similar, properly constructed drilled pier foundations, we estimate pier settlement will be low. Generally, we estimate the settlement of a pier 1 foot in diameter will be approximately t inch when designed according to the criteria presented herein. The settlement of closely spaced piers will be larger and should be studied on an individual basis. (9) Pier holes should be properly cleaned prior to the placement of concrete. (10) The depth to ground water in the exploratory boring indicates the use of casing or dewatering equipment in the pier holes will probably not be required to reduce water infiltration. However, if water infiltration does occur, the requirements for casing can sometimes be reduced by placing concrete immediately upon cleaning and observing the pier hole. In no case should concrete be placed in more than 3 inches of water, unless placed by tremie. f City of (11) The drilled shaft contractor should mobilize equipment of sufficient size and operating condition ''vlieat Ridge 7 Building Divi to achieve the required bedrock penetration. (12) Care should be taken that the pier shafts are not oversized at the top. Mushroomed pier tops can reduce the effective dead load pressure on the piers. (13) Concrete should be placed in piers the same day they are drilled. The presence of water or caving soils may require that concrete be placed immediately after the pier hole is completed. Failure to place concrete the day of drilling will normally result in a requirement for additional bedrock penetration. (14) A representative of the soil engineer should observe pier drilling operations on a full-time basis. FOUNDATION WALLS Foundation walls that are laterally supported and can be expected to undergo only a moderate amount of deflection should be designed for a lateral earth pressure computed based on an equivalent fluid unit weight of 50 pcf for backfill consisting of the on-site soils. All foundation walls should be designed for appropriate hydrostatic pressures. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall. The lateral resistance of foundation wall footings placed on undisturbed natural soils will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.4. Passive pressure against the sides of the footings can be calculated an equivalent fluid unit weight of 250 pcf. The coefficient of friction and passive pressure values recommended above assume mobilization of the ultimate soil strength. Suitable factors t v�,oat Ric,,3<, S ildin 9 Div"On of safety should be included in the design to limit the strain that will occur at the ultimate strength, particularly in the case of passive resistance. Compacted fill placed against the sides of the footings to resist lateral loads should be a non - expansive material. Fill should be placed and compacted to at least 95% of the maximum standard Proctor (ASTM D-698) density at a moisture content near optimum. WATER SOLUBLE SULFATES The concentration of water soluble sulfates measured in a sample obtained from the exploratory boring was less than 0.01 %. This concentration of water soluble sulfates represents a negligible degree of sulfate attack on concrete exposed to these materials. The degree of attack is based on a range of negligible, positive, severe, and very severe as presented in the U.S. Bureau of Reclamation Concrete Manual. Based on this information, we believe special sulfate resistant cement will not be required for concrete exposed to the on-site soils. UNDERDRAIN SYSTEM The crawlspace level of the addition should be protected by an underdrain system. The underdrain system should consist of perimeter drains. Free -draining granular material used in the drain system should contain less than 5% passing the No. 200 sieve, less than 10% passing the No. 4 sieve and have a maximum size of 1 %2 inch. The drains should consist of drainpipe placed in the bottom of a trench and surrounded above the invert level with free -draining granular material. The free -draining material should extend to the ground surface in the crawlspace. The perimeter drains should be at least 4 inches in diameter. The drain lines should be placed at least i foot below the floor level and graded to sumps 4(a mii'iii-torn 9 Wteat Ridoe uilding slope of* V2%. The underdrain system should be sloped to a sump where water can be removed by pumping or gravity drainage. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the addition has been completed. (1) Excessive wetting or drying of the foundation excavations and underslab areas should be avoided during construction. (2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor (ASTM D-698) density in pavement areas and to at least 90% of the maximum standard Proctor (ASTM D-698) density in landscape areas. (3) The ground surface surrounding the exterior of the addition should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of b inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. (4) Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location on the exploratory boring plan and the proposed type of construction. The nature and extent of subsurface variations across the site may not become evid6it until excavation is performed. If during construction, fill, soil, rock, or water conditions appear to be different from those described herein, this office should be advised at once so reevaluation of the recommendations may be made. We recommend on-site observation of excavations and foundation bearing strata by a representative of the soil engineer. Si OCIATES, INC. ;D; cc_ v st,` Haflj%piling§ _ P.E. HH: h"iz � 0NA-wO��`�\\. Reviewed by: TRH Attachments cat of Wheat f�s�i�;= Not to Scale 0 13-1 --Fxploratory boring ; 10HANCSWORI I I ASSOCI�% FES 17-559 1 H—�- Z,,l Fnl� n—, I Location of Exploratory Boring Fig. 1 B-1 0 0 S 17/12 S i i as p 10 10- 26/12 O 26/12 v IS 21 50/9 i S 20 50/7 20 17-559 "'� "` ,`'� Log of Exploratory Boring Fig. 2 LEGEND ® 'Topsoil. aClay (CL), sandy, very stiff, brown, slightly moist to moist. 0 Weathered claystone/sandstone, interlayered and intergraded, firm, brown, moist. S Claystone/sandstone, interlayered and intergraded, hard, brown, moist to very moist. Drive sample, 2 -inch I.D., California liner sample. 17/12 Drive sample blow count. Indicates that 17 blows of a 140 -pound hammer falling 30 inches were required to drive the California sampler 12 inches. ?! Depth to water level and number of days after drilling measurement was made. Depth at which boring caved. NOTES 1. The exploratory boring was drilled on Decemeber 15, 2017, with a 4 -inch diameter continuous flight auger. 2. The exploratory boring was located in the field by HA personnel based on site access conditions. 3. Log is drawn to depth. 4. The lines between materials shown in the boring represent the approximate boundaries between material types and the transitions may be gradual. 5. Water level readings shown on the log were made at the time and under conditions indicated. 4 Fluctuations in the water levels may occur with time. X01 �t� OR �, I..� 17-559 — , .--- Legend and Notes of Exploratory Bor"9 Fig. 3 HYDROMETER ANALYSIS SIEVE ANALYSIS IIMC RIAIMNiis t1s SfANI)ANI)111 Vis II hAx 1r21UNF.s1YFNi1%�1 231IN )Ilk w lip JSAfIN IfMIN MIN InMM AkN n 9U 14 � A b 1 h 10 A Z d w 5U x G b � n �U U J2 )90 i l 20 4 I I .81 M2 127132 20D 11X1 I IMAMIIFN FPAR11U11 M11.1Mh.Ium snlM) C.RAVFF MFIMIM LII UiLIF FTN4 -_ UMx9l GRAVEL 0 % SAND 35 % SILT AND CLAY 65 % LIQUID LIMIT 33 % PLASTICITY INDEX 17 % SAMPLE OF Sandy clay FROM Boring B-1 at 5'-0" HYDROMETER ANALYSIS SIEVE ANALYSIS IiAlh khAlu\%i5 111 {rANI)Au1! lxtlFl CI FAN M21UkF 11Pf RINY:1 251k1 71M IW 45 11,; SHIN WMIN AY }kN M U Ao n An X a p n o y a w sn F- = w m •) %n In 2 1 .AI 12 IT Nil Ilb J2 ?U z IMAM#11:NIM MWFIC'1.1: INMk.1.IM1 IF N i tit.W7 -. - IIl\Y II si)f l- �. __... _.-- t_. __-_ 1_R.\VII --- .._ 1 IIM11x is �- �- IIA'F_ MFl>IIIM CTu\Rll 17Ni l 0"M GRAVEL 0 % SAND 51 % SILT AND CLAY 49 % LIQUID LIMIT 45 % PLASTICITY INDEX 15 % SAMPLE OF Weathered claystone/sandstone FROM Boring 13-1 at'l0'-0" 1K ILLINOSWORT11:\SSSH'IA'Iliti 17-559 R ,�Mt�„nI;�"„i��,,,,,,,_I,, 1 Gradation Test Results Fig. 4 - nUL - - J i � MI I/p _ W. 1102 trlf p1V 019 n17 071 IJ4 29J 0 IA JT 41 O 1 OWN__.1�1M�._.__? _..� 100 f0 b JU ih M1 J 1.8- S' n' R __ +n 1uz rp5 usl ari nn o71 uv 2'n wu I o) 2 aA I M ') s Ill 1 HYDRONI TER ANALYSIS SIEVE ANALYSIS IilMh. RI�AIRAY rS 11f xfANi>ANI}SII.VI:\ C7 hAR SVIMRT. CIPI NRN(A 2SUR 711R IU I0U 1S 9U x9 1U MIN 15NUN (gMIN 11 -------------- IN AMM _ -_-_ IMIN _ 2UU _- U1U_- , _ w = JO lU -16- - A - J _ _ is- = 34, --ixri �vl = U19 E �1. n)J IYr L M7 - S'Ai 119 - _ - I21 - f1r. —v12 77. -. 191 — Jt�— ��)-�2,11, U� ,N13 IW 6U0 019 937 111 0U2 074 _.__ W 217 19U 1.19 24 4.t6 952 19.1 IRI m2 1)t , INAMFU RtY PARTICI1: MMII.I.IMETURS CLAY I"tIl.T -- Cln away. GRAVEL 0 % SAND 17 % SILT AND CLAY 83 LIQUID LIMIT 63 % SAMPLE OF Claystone/sandstone -I_ NYDROWTER ANALYSIS mnt RtnlRNls+-- - PLASTICITY INDEX 27 % FROM Boring B-1 at 15'-0" SIEVE ANALYSIS -- US SI'ANIMRV M:V F:S C1.1=AR 3121lARh i}I'hNINGS 16 MRI IAlm 6D.191J I9,M. JMIN I;WN 20 _ _. _ _ _ _ _ Im - - _ 10 --ixri �vl = U19 E �1. n)J IYr L M7 - S'Ai 119 - _ - I21 - f1r. —v12 77. -. 191 — Jt�— ��)-�2,11, U� ,N13 w J2 2U 112 - INAMF.II RIN 1'AR21C 11 (N MIl.1.iS1I�Ii:NS t l \Y I,I \II 1 1e� Il I.RAVFI. 1 , Ulnl 15 l_ IINI � ?.If A)Ir'SI t1�:Vl\I IIAI -1 \\i,\NSI GRAVEL % SAND % SILT AND CLAY % LIQUID LIIN11"1- IN, PLASTICITY INDEX °/v c"m ui SANIPI,E OF FROM ('W 17-559 �I1(), ......ti111)1i1,I,S5lXi,1':ti Gradation Test Results Fig, 5 c t l nc: I I. nmrnc 11 rn\w x Moisture Content= 12.2 % Dry Unit Weight= 105.3 pef Samp)c of: Sandy clay Iran: Boring 13-1 at 5'-0" a 3 2 J — Exp msio dcr cfnsta it I re! •t Ire a on wetting 3 0 0 c 0 5 0 U -2 -3 -d 10 100 APPLIED 1IRFSS RE - W, 17-559'""""""�""'""�"""'"' ! Swell -Consolidation Test Result's Fig. 6 C mrc ucal M1.ncrnnmes+nl f mccrs Moisture Content= 22.6 % Dry Unit Wcight= 101.3 pcf Sample of'. Weathered claystone/sandstone From: Boring B-1 at 10'-0" 0 0 c O .a O -1 No i no m nt a id,r constant prc ssure a 3on t cttil g 0 v -2 0. t 1.0 10 100 APPIAED PRESSURE. -ksl' m 3 o n C C `CS O -1 s O J -2 -3 0.1 I0 10 :\PPLIFI) PRESSURE - ksl' 1101.1. INGSWOR rI 11SS0('L%ITS �/ 17-559 �- ,,, h,,,,.,,,,:,,,,,,,:,,,,.,, Swell -Consolidation Test Result G' 7. 7 Moisture Content= 3 L3 Dry Unit Wcight= 9(3.1 pcf Sample of' Claystone/sandstone From: Boring B-1 at 1S' -U" � - - - I;spc 1510 idjr Fl. (ant pCt;SSIiC llpplt VC[tll � a 7 9 * z / m V c � m cu �U O Cl) m Q � � O 3: V) � c O T- .■ U) � J � U) W � � U) W � � � 0 � � 0 co � � U- 0 � � � � � D U) .� 2 2 t @ f k F- � 0 ca ¥/ \ $ ® _ \ ;e£ ~ R$/\ v :_�, ° $ \k u � \E10- \ a 2 $ G 5 )} $ 2 $ 2 2/a _«\ \/ z 6$ g G y o + \ \ a o 0 0 o+ f » �>a n a m_ o kik CL 1� 6 m k73 @ @ m w 0 § ~ R Q zIo § W } r o e \ u & & E = 3 . . 2 / ro co .� City of Wheat Ridge Residential Mechanic PERMIT - 102773 PERMIT NO: 102773 ISSUED: 12/22/2010 JOB ADDRESS: 3266 JAY ST EXPIRES: 12/22/2011 DESCRIPTION: Replace 71,000 btu furnace and2 ton A/C & elec. connect * ** CONTACTS * ** owner 303/949 -8826 Debra Flick sub 303/466 -4209 Rosalie Cooper 01 -8111 Cooper Heating & Cooling ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0499 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 5,900.00 FEES Permit Fee 140.90 44 Total Valuation .00 Use Tax 106.20 ** TOTAL ** 247.10 Conditions: Work shall comply with 2006 IRC & 2005 NEC. Per IRC Sec. R313, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. Carbon Monoxide detectors are required to be installed within fifteen(15) feet outside the entrance to each sleeping room. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. - 11A, V Signature o Building Offical ;Date INSPECT ON REQUEST LINE: (303)234 -5933 'BUI ING OFFICE: (303)235 -2855 'i' REQUES S MUST BE MADE BY 3PM ANY BUSINESS DAY INSPECTION THE FOLLOWING BUSINESS DAY. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235 -2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Sr\jJL Property Address: J^gcvu Contractor License No. : Company: �CSU�QC�1r�cv tB CoO��ncJ Building Permit Number: Date: 12 pc>(1 Phone : 303. 4 - &8.2(o Phone :303 .4 - lCoCc c-I,Q0°i OWNER /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinanpes, for work under this permit. (OWNER)(CONTRACTOR) SIGNED 1Unr , _DATE Construction Value: 5g0 Permit Fee: 1410 - � Plan Review Fee: Use Tax: o t0C° Total: Description : _•`�°�� qS`� 1 t1 a °o iSTii s'r^c`', `awn Alc, C.^& 'f- 94c-4 RhocS arc o melee. Co(vnQcAr BUILDING DEPARTMENT USE ONLY Zon 9 Comme nt3 SIC: Sq. Ft. ,Approval: Zoning Building Comments. Approval _ Public ":Works'Commerifs Approval: Occupancy: Walls: Roof : Stories : Residential Units Flprtriral I icpnce Nn ' l SSOS­� Ph lmhinn I irpncp Nn , Merhanirai I irense No : Company: , Z Company: Company: Expiration Date : L1120�\ Expiration Date : Expiration Date Approval: Approval: Approval: Plans,Requtred j rPl r _Reel edZF IPlafis ?;Requfr l { d u .. _. (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specircations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow or 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 - proceedling with successive phases of the job. (6) _ The issuance of permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234 -5933 24 HOURS PRIOR TO INSPECTION , r I I I t , , f f f t t i t BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 3 J (; & ,TiA '/ 5/' / I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: i. f, , t ~ 1 j j ;) fi- ~~" <J,,~J~, :~.I~" y-l, : c ~') . i -P r. ,I >16 fe' y r p 0. YO k .",;/ J i )) (')J1~ tor'''' L;j,,':J;/~ - 1'/ /, p 1 r "I) Sf',;! ,9'-0""''/ /9. I'e '/f'nf rc;n...''?5 /or><:-eJ I I 1 1 1 I 1 , ! You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. i , Date 9 Ig/ Cd f{l (;./~dY Inspector Building Dept. DO NOT REMOVE THIS TAG FORM WR8-22 ,_ '.. _._~c_'"'.,.____~~, _, _ ~_._ .4._. __ ,..._.._ ,__~_'--_._ ... __..L..'" '_h.C __.___..:..................__.___ ~.~___..__ ] j j 1 1 1 1 '1 I 'j 1 , I 1 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 9667 1 0/22/99 Property Owner: Property Address: 3266 JAY ST Contractor License No. : 20509 Company: C & G Tree OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 232-8373 Phone: 425-0406 (OWNER)(CONTRACTOR) SIGNED DATE Total: $2,200.00 $83.25 $0.00 $33.00 $116.25 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (V. B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Descri ption : Tear off roof to decking, replace some rotted decking, re-roof w/3 tab 20 squares BUILDING DEPARTMENT USE ONLY ........ Approval: Zoning: Ill....... Approval: SIC: Sq. Ft: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expi ration Date : Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water caUSing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief~tilrn- " (1) 12) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION. 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: APPUC.f\,IO N Property Owner: f}aMtedJ Property Address: 3.2 4" G, Contractor License No. : Company: c,,-Sd OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ~~ .::JC"1. SI Phone: ,)03 232- S:-3 73 Phone: I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W~at "98 ordinances, r work under th~.s pe it. (OWNER)(CONTRACTOR) SIGNED (j[j{i2 CC DATE L // Construction Value: Permit Fee: Use Tax: Total: Use: Description: TaL. 5L- . r ~jl!J;m: SIC: Sq. Ft: Approval : Zoning: :0 U~lltr'}-,!'~lwluJ.1l~ Approval : ~,l~~~IUw..;:o Approval : Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval : Expiration Date : Approval : Expiration Date : Approval: (1) (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 Buildin~ Code of V\lheat Ridge. Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (80) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount nonnally 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 all! made or if suspension or abandonment exceeds one (1) year. full fees shall be paid for a new permit No work of any manner shall be done that will change'the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for aU inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law. rule or regulation. J (4j (5) (6) / Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 3415 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7/12/96 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: ROGERS JAMES 0 Property Address: 3266 JAY ST Contractor License No.: 18236 Company: Applewood Plumbing & Heating Phone: 232-8373 Phone: 433 9983 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a~ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (V. B.C.) and all other applicable Whea' r '. ce~f~wo nderthis permit. (OWNi:R)(CONTRACTOR) SIGN :t{ U DATE ;Z{?? ;;e; Description: INSTALL NEW WATER SUPPLY FROM METER TO HOUSE Total: $3,700.00 $63.00 $0.00 $44.40 $107.40 BUILDING DEPARTMENT USE ONLY SIC: Sq.H: Approval: Zoning: Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: 81 Expiration Date: Approval: III Expiration Date: Approval: . This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of \Nheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorlzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shalt be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of thel'ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the uildin codes o~y other lnance law, rule or regulation. ! 6 Y /tL-( f Building Inspector HIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (1) (2) (3) (4) (5) (6) ::JEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7-/;1-90 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: 7~-s ?~S Property Address: ~~" \/dy' _s~ Contractor License No.: /$' JJ,3 4:> - Company : ~ 'j}{;d~j"'7" 4&4t1'Gt0 Phone :O? 3~ - f? 8/3 Phone : Y77~s'7 / Construction Value: Permit Fee: Plan Review Fee: Use Tax: .3; 700, <CoO 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 the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat id ordinanc, for work under this permit. (OWNER)(CONTRACTOR) SIGNED e. DATE ?c?1S Description 5AJsd/-#'~ Ni1-6<z:50fPf'~( /h5~-(l ?O"~~ BUILDING DEPARTMENT USE ONLY Total: zoil]![gt<::bj'fimlfrit$~ Approval: Zoning: ~Hird!rjg~~i)ij1.rf!~1!~ Approval: PilbliCiWOl'KS'iCblTfmerits;1 ,.....""'..~ ^ ..,;...,,,.." ...... ... .,....... ....... ".::.1 Approval: Occupancy: Walls: SIC: Sq. Ft: Roof: Stories: Residential Units: Plumbing License No :/?'t'~ Company: /l?.?Z% Mechanical License No : Company: Electrical License No : Company: Expiration Date: Approval: ~ I\1plarfsTJ~jjq1l!J:e'!i_ Expiration Date: Approval: 1III'Ians:,RilCflllri!1l1ll\'!l Expiration Date: Approval: 1m ;;;.PJari-lI'ge-<lillrell~ (4) (5) 16) 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 tne Zoning Regulations and Building Code of VVheat Ridge. Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authOrized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work. of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of thel'Ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION