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Home My WebLink About7005 W. 32nd AvenueINSPr-LOTION RECORD ;v rr -r of ONLINE FORM:%/w.ci.wheatridge.co.us/inspec+:, r INSPECTIC... .. JEST LINE: (303) 234-5933 will not be performed unless this card is posted on to before 11:59 p.m. (midnight) to receive an inspection the followinp t oector Must Sign ALL Spaces pertinent to this project t' Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prinr Tn Annrnval of Tho Ahnvo Incnnr41nnc Underground/Slab Inspections _ Date Inspector Initials Comments Electrical Sewer Service Plumbing Lath / Wall Tie Uo Not luover unaerarounfl or Below/ln-slab Work Prior Tn Annrnval of Tho Ahnvc llncnnr+innc Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. rvr ivw wnaye Permits — riease ue sure inat rougn inspections are compietea Trom the Tire uistnct and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weath r 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: 1-1 a a - . , / Job Address: —2 C o<- w 3 2 �.,,e Permit Number: ?a o 1-7C 39 -?& ❑ No one available for inspection: Time 0 <�M/PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: —� �� z DO NOT REMOVE THIS NOTICE .r City of Wheat Ridge V, v Residential Roofing PERMIT - 201703976 PERMIT NO: 201703976 ISSUED: 07/14/2017 JOB ADDRESS: 7005 W 32nd AVE EXPIRES: 07/14/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko Heritage 30 asphalt shingles - 22.5 sq *** CONTACTS *** OWNER (541)740-6600 HAMILTON JOSHUA AND VALERIE SUB (720)940-6184 Juan Castillo 160035 Juan Castillo Ent. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,255.00 FEES PAID Total Valuation 0.00 Use Tax 131.36�- Permit Fee 156.75 -- --- - ------ ** TOTAL ** 288.11 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. �, ► A , City of Wheat Ridge 1 r Residential Roofing PERMIT - 201703976 PERMIT NO: 201703976 ISSUED: 07/14/2017 JOB ADDRESS: 7005 W 32nd AVE EXPIRES: 07/14/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko Heritage 30 asphalt shingles - 22.5 sq 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 t legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with t pe it. I furo&Ftittest t t I am le ally authorized to include all entities named within this document as parties to the work to be erto ed an ata w to be performed is disclosed in this document and/or its' a ompanying approved plans and specifications. ,:;1 /,5 / -7 1 i ature of OWNER or CONTRACTOR (Circle one) Date This permit was issued based on the information provided in thepermit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original ermitfee. 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 inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The i 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 applicabl de or any orce or eg ation 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. Dane Lovett 7d ��,,0, 76 " From: no-reply@ci.wheatridge.co.us contractors only. This type of permit is ONLY being processed online --do not come Sent: Wednesday, July 5, 2017 11:09 PM To: Permits CommDev X, Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Residential Roofing Permit Application c For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 7005 West 32nd Ave joshua And valerie Hamilton 541-740-6600 Field not completed. " This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 7005 West 32nd Ave joshua And valerie Hamilton 541-740-6600 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Juan Castillo Enterprizes 160035 720-940-6184 Contractor Email Address orioles11juan@aol.com Retype Contractor Email oriolesl ljuan@aol.com Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material No,� Tamko Heritage 30 asphalt Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 22.5 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 22.5 roofing material for this project Provide additional detail house and detached garage 1 layer tear off to deck here on the description of z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 6255 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Juan Costillo Enterprizes / Glenn Smith Email not displaying correctly? View it in your browser. 3 Josh and Valerie Hamilton 7005 W 32"d Ave. Wheat Ridge, CO 80033 720-560-5795 June 19,2017 Glenn Smith CP 303-859-6690 Re: Assistance with complete roof replacement at above address. This will include: • Tear off of 1 layers old roofing material, drip edge and etc. debris clean up and haul off House and Garage • Installation of Tamko Heritage 30 utilizing new starter course @ all edges House and Garage • Hip and ridge cap by shingle manufacturer House and Garage • New felt House and Garage • Ice and water valleys and perimeter of house to meet Wheat Ridge building code • Install new roof vents (5) house • Install new Ridge Vent house • New drip edge @ gable and gutter House and Garage • R and R skylight • New pipe jacks 3 • R and R Furnace jacks and collars 8" • All roof penetrations/flashings painted to match roof All material and quality of labor will meet or exceed the requirements of the Wheat Ridge City Building Dept. for roof replacement. Roof color is Onyx Black Roof Cost Deposit to start work Balance due after final inspection passed: Roof permit additional estimated cost Total estimated roof and permit house and garage Drip edge metal color is white $6,255.00 $3,255.00 $3,000.00 $350.00 $6,605.00 CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE Job Address: '��'`; t 3� "1 „Ale Permit Number: 2070 35 �?C ❑ No one available for inspection: Time 1 G/,' AM/V::� Re -Inspection required: Yes (NO When corrections have been made, call for re -inspection at 303-234-5933 Date: ��, � � Inspector: �I DO NOT REMOVE THIS NOTICE RIDGE w � Date: i DO NOT REMOVE THIS NOTICE Ins pection #; +# Add ress: P ermit Num CITY OF WHEAT RIDGE Vr Buildi Inspection 7ype: K — Job Address: 7 7 Z7 Permit Number: C I Lt 0 v 0 No one available for inspection: Time AM/PM Call b y r ece iv e Ins f b usin e ss # j 1111111111044 1111MMMM11111111 ♦ # •..., Ar-MrAW mft Rot tGHs Sheathing Lath / Well fie Mid -Roof Electrical Servi Rough Electric Rough Plumbing Cues Piping Rough Mechanical AsovE iNspEcTioNs To BE SJONED MOR TO PRO Framing of Wheat Ridge Insulation /1 /2614 : J CUB Drywall Screw Replace meter base 1 389 AMOU FtNALs BPSP BPS 7901,E W 32nd AVE 113.32 PPUPERMIT 11: 20146 @845 Electrical Plumbing PT . RECEIVED AMO Mechanical V 4189 11.3.32 Roof 1111TH 11: 817570 TO 113. Building Final „ ---- -- -------- 1 l K.. ®- WICCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCU :�. PRO TECT CA FR THE WE Ea . M Facsimile Building Permit APPlication 1 IMOS ---------- WCUPAM 0 Y iUdg VajootioW Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:201300439 Issued: 08113/2013 Stipulations: 20 x 36 Detached Garage. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: MEREDITH MICHAEL W / MEREDITH 07005 W 32ND AVE WHEAT RIDGE CO 80033-6260 Contractor: Tom Saurey 1777 S HARRISON ST STE 600 DENVER CO 80210-3931 For the Following Purpose: Res. Garage/Carport . ....................... DATE:--,/'-s-- Rm 012013 Address: on C, Zoning: Lot Size: "I L 'J sq. ft. Lot Width: ft. Property in the flood plain? If yes, add surveying condition FL D. Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: Ho % �L — sq. ft. Existin Im rov�q t 9 prien s: House: — L S sq. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Proposed Improvements: House/addition: sq. ft. Shed: sq. ft Detached Garage: C,)__ sq. ft. Other: sq. ft. Total Existing sq. ft Total Proposed Q sq. ft Lot Coverage 1 Lot Coverage '13 % Required Setbacks: FR S S, R S V2, S R Provided Setbacks: FR- Certificate Of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Permit#:20121237 Issued: 02/04/2013 Stipulations: Build 131 if Concrete Retaining Wall. This certificate verifies that the building constructed and/or the use proposed • the building and/or premises, under the above permit number and • property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. NO Owner: MEREDITH MICHAEL W / MEREDITH 7005 W 32ND AVE WHEAT RIDGE CO 80033-6260 WMHOM0 FICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 2777 KENDALL STREET WHEAT RIDGE, CO 80214 (303) 423-8982 Fax: (303) 423-0067 February 4, 2013 City of Wheat Ridge Building Department 7500 West 20 Avenue Wheat Ridge, CO 80215 Engineer's Job No.: 7442 Permit No.: 20121237 �i Project Address: 7005 West 32 Avenue Wheat Ridge, CO Type of observation: ILCMmamlimirm I certify that the above items were observed by a qualified person under my supervision on the date indicated and that the items listed and dated were in conformance with the requirements of the engineered plans prepared for this project. Robert L Malouff, P.E. R4 % General contractor: Mike Meredith 7005 West 32 " Avenue Wheat Ridge, CO Date of observation: 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 Job Address 70r;; )'yc `��(' f t r Permit Number AL A611 ra r No one available for inspection: Time /J.' AM /PM Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: /I Inspector: -� DO NOT REMOVE THIS NOTICE u � s • * « • • • Property Address: Z LL 114 ,, 1,, 1,11, Prope Owner (please print) l e & Phone: ) Mailing Addre (if different than property address) Address: City, State, Z ip: Contractors City license #: Phone: PUBLIC WORKS COMMENT& Reviewer. FIRE DEPARTMENT:: 0 approved w1 comments 0 disapprov Bldg Valuation: OCCUIPA 1CY: : , \ � �. y / ? � « /{ � ( %� \!: \��\ { }� � � � \m � .. ^�� ^� . � 6 \� � � }� � . ) y »\ � )�\ }� £ � ! ...� N a v ; { v k � .,» �wma�.,� mfimxx nrum . ter. 2777 Kendall Street Wheat Ridge, CO 80214 (303) 423-8982 ffm ZFZ4� • Job No, - 7442 Sheet No, I of I Client MIKE MEREDITH Job Address '7005 NEST 32NP AVENUE C)5 N Pq = Description i RETAKNO NALL 6 t 51 � 1 Scale A5 5HOHN Date 5/1/12 0 3/4" ORAVEL BACKFILL 16" NI BEHINO HALL I M M� yZ \—CONTINUOU5 FOOTINO REBAR BENT PONEI-5 TRAN5VF-R5C- TO MATCH VERTIGAL F,ETAININO NALL 5GHEDULE PONEL5 CONTINUOU5 VERTICAL REBAR H-Ljl-N_ tj- �AX� E22ILNC > RE AR ANC7 WEL K !n! —P 2'-&" 3'-10" (S)- #I b REBAR #13 REBAR AT 16" O,C. q" 2-C!" qII 3 4'-10" (3)-#16 REBAR #13 REBAR AT 16" OGG 111, 31-61, q1' 4'-11" 5'-10" (3)-#16 REBAR #13 REBAR AT 16" 0�6 1'-0" 41-O" q'I 5t-11" 6-10" (4)-#Iib REBAR #1(9 REBAR AT 16" O.C. I s_ t' 5'-b' qI1 - Y-10" (4)-#16 REBAR #16 REBAR AT 12" 0,6� 1e 1 r 6-2" 12" 5'-10" (4)-#16 REBAR #I(q F;ZEE3AFZ AT 12" O.G. I'-10" - Y-6" 12" �A - ET �Al �51 E G T I �ON 0 � adation inspections shall be 1 by the engineer of record verified to the Building ision by wet-stamped letter of adation inspections shall be 1 by the engineer of record verified to the Building ision by wet-stamped letter of Fax: (303) 423-0067 Engineer's Job No.:7442 Date: August 1, 2012 APPMVED SubjW tb'FW WopecWto Whe* RMp Bu#dft Dept. 10 Work shall comply with the following codes: 2006 IRC, 2006 IECC, & 2005 NEC. AWN MU Title X-10" footing Page. ' Job # 7442 Dsgnr: Bob Date: JUL 13,2012 Description-, Retaining walls at 7005 West 32nd Avenue This Wall In File: hAT10g filesXTAIAZn�alls.�pS Retain Pro 901989-2011 Registration M RP-1195025 RP9.27 Cantilevered Retaining Wall Design Code: IBC 2009 Retained Height 3.83 ft Wall height above soil 0.50 ft Slope Behind Wall 0.00:1 Height of Soil over Toe 27,00 in Water height over heel 0.0 ft Surcharge Over Heel = sf 50.0 Psf P Used To Resist Sliding & Overturning n Surcharge Over Toe OO last '0 p Used for Sliding & Overturning s f i Load Applied to Stem Axial Dead Load bs 0.0 lbs 0 Axial Live Load 00 lbs Axial Load Eccentricity 0.0 in i'Design Summary 1 , • 11 Poisson's Ratio Wall Stability Ratios Sliding Cates (Vertical Component Overturning 2,77 OK Sliding 4.97 OK Allow Soil Bearing = 1,500,0 psf Equivalent Fluid Pressure Method Heel Active Pressure 45.0 psflft Toe Active Pressure 30.0 psf/ft Passive Pressure 389,0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pd FootingilSoil Friction 0.400 Soil height to ignore The above lateral load for passive pressure 12.00 in Lateral Load Applied to Stem A Lateral Load 1l; .-Height to Top 0 00 III ...Height to Bottom 0,00 it The above lateral load Wall to Fig CL Dist has been increased 1,00 3330sm an 7Adiacent Footing Load 1,141 psf Adjacent Footing Load OO lbs Footing Width 0100 It Eccentricity 0,00 in Wall to Fig CL Dist 0,00 ft Footing Type 46 psf Base Above/Below Soil 0.0 ft at Back of Wall 5A psi Poisson's Ratio 0.300 Total Bearing Load 1,614 lbs ...resultant ecc. 5.19 in Soil Pressure @ Toe 1,141 psf Soil Pressure @ Heel 33 psf Allowable 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 1,597 psf ACI Factored @ Heel 46 psf Footing Shear @ Toe = 6,0 psi Footing Shear @ Heel = 5A psi Allowable 75,0 psi Sliding Cates (Vertical Component NOT Us e Lateral Sliding Force 443.2 Ins less 100% Passive Force = - 1,556O Ibs less 100% Friction Force = - 645.5 fbs Added Force Req'd 0,0 lbs • .-for 1.5: 1 Stability OO lbs Load Factors 2nd Building Code IBC 2009 Dead Load 1,200 Live Load 1.600 Earth, H 1,600 Wind, W 1,600 Seismic, E 1.000 Stem Construction 19p Stem --- 2nd 3rd ------ S t- e m -- 0 K Design Height Above Ftg ft = 5,33 133 0,00 Wall Material Above "Ht' Concrete Masonry Concrete Thickness 8,00 12.00 12,00 Rebar Size # 4 # 5 # 7 Rebar Spacing 16,00 16,00 16.00 Rebar Placed at Edge Edge Edge Design Data ---- -- ------ - - ----- --- fb/FB + fa/Fa 0M0 0.003 0.000 Total Force @ Section Ins = 0.0 28.4 0.0 Moment-Actual ft-#= 0.0 12.9 0.0 Moment.. Allowable ft-#= 4,119.2 3,820.4 18,288,8 Shear.,,..Actual psi = 0,0 03 0.0 Shear. Allowable psi = 82.2 387 75,0 Wall Weight pat= 100,0 124.0 150,0 Rebar Depth 'd' In= 6,25 9.00 9.56 LAP SPLICE IF ABOVE in = 12.00 30,00 12.00 LAP SPLICE IF BELOW in= 17.09 12,00 HOOK EMBED INTO FTC in = 7.00 Lap splice above base reduced by stress ratio Masonry Data Hook embedment reduced by stress ratio ---- ----- I'm psi = 1,500 Fs psi = 24,000 Solid Grouting Yes . , Mi Title X-10" footing Page: ?_ _ Job # 7442 Dsgnr: Bob Date: JUL 13,2012 Description.... Retaining walls at 7005 West 32nd Avenue This Wall in File: h:\7400 fifesX744ZrwaIIs.rp5 rffiffiff-M M. Footing Dimensions & Strengths Toe Width 0.75 it Heel Width 2.00 Total Footing Width Mu': Upward Footing Thickness 9.00 in Key Width 0.00 in Key Depth 0,00 in Key Distance from Toe 0,00 it fo = 2,500 psi Fy = 60,000 p Footing Concrete Density = 150. 00 p ] Mitt As % 00018 Cover @ Top 2.00 @ Btm.= 300 41#101H # ! . i R llfflqpw4l�� ' M"T Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key� No key defined Toe Heel Factored Pressure 1,597 46 psf Mu': Upward 409 117 it- Mu' : Downward 142 374 ft-# Mu: Design 268 257 it-# Actual 1 -Way Shear = 6.00 5,37 psi Allow 1 -Way Shear = 75.00 75.00 psi Toe Reinforcing = # 4 @ 16,00 in Soil Over Heel Heel Reinforcing = # 4 @ 16.00 in Surcharge over Heel Key Reinforcing = None Spedd 214.5 llfflqpw4l�� ' M"T Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key� No key defined *"*' OVERTURNING, .... .....RESISTING..... Force Distance Moment Force Distance Moment Item ins It it-# lbs it ft_# Heel Active Pressure 472.0 1,53 720.5 Soil Over Heel 421,3 2.25 947.9 Surcharge over Heel 917 2,29 214.5 Sloped Soil Over Heel Toe Active Pressure -135.0 1,00 -135,0 Surcharge Over Heel 50.0 225 112.5 Surcharge Over Toe Adjacent Footing Load Adjacent Footing Load Axial Dead Load on Stem Added Lateral Load Axial Live Load on Stem Load @ Stem Above Soil 12,5 4,83 60.4 Soil Over Toe 185.6 038 69.6 Surcharge Over Toe Stem Weight(s) 647.5 128 826.0 T Earth @ Stem Transitions Total 4412 O T.M. 860.4 Footing Weight 309.4 138 425.4 Resisting/Overturning Ratio 2.77 Key Weight Vertical Loads used for Soil Pressure = 1,613.8 lbs Vert. Component Total 1,613.8 lbs R.M.= 2,381,5 Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation, DESIGNER NOTES: 2777 Kendall Street Title : Page: Z Job : 7442 Dsgnr: Bob Date: JUL 13,2012 Description.... Retaning walls at 7005 West 32nd Avenue This Wall in File: hA7400 fiIesX744ZrwaIIsrp5 Retain Pro 9 C 1989 - 2011 Ver: 9.27 8171 Registration #: RP-1195025 RP927 Cantilevered Retaining Wall Design Code: IBC 2009 = Retained Height 4.83 ft Wait height above soil 0.50 If Slope Behind Wall 0.00 : 1 Height of Soil over Toe = 27.00 in Water height over heel 0,0 ft OEM= Surcharge Over Heel = $f 50.0 psf 0 p in Used To Resist Sliding Overturning g Surcharge Over Toe 0,0 psf 0 p Used for Sliding & Overturning sf -- [Axial Load Applied • Stem Axial Dead Load 0.0 lbs lbs Axial Live Load 0.0 lbs Axial Load Eccentricity 0.0 in n Summarm La 1- 2 1 ?�' 2 9O psi Wall Stability Ratios 75.0 psi Overturning 0 Z79 OK Sliding 157 OK Total Bearing Load 2,287 lbs -resultant ecc. 6.39 in Soil Pressure @ Toe 1,250 psf Soil Pressure @ Heel 57 psf Allowable 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 1,750 psf ACI Factored @ Heel 80 psf Footing Shear @ Toe = 10.4 psi Footing Shear @ Heel = 9O psi Allowable 75.0 psi Sliding Cafes (Vertical Component NOT Usel Lateral Sliding Force 692.2 lbs less 100% Passive Force = - 1,556.0 ins less 100% Friction Force = - 915,0 lbs Added Force Req'd o,o lbs ....for 1.5: 1 Stability 0.0 lbs Load Factors .... . ... -- .-- - - Building Code IBC 2009 Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 Allow Soil Bearing = 1,500,0 psf Equivalent Fluid Pressure Method Heel Active Pressure 45.0 psf/ft Toe Active Pressure 30.0 psf/ft Passive Pressure -1aLLW-f/ft- Soil Density, Heel = 110.00 pot Soil Density, Toe = 110.00 pcf FootingliSoil Friction 0.400 Soil height to ignore 0.00 ft for passive pressure 12.00 in EINFI=11111101FTAM Mio Lateral Load 0.0 #Ift ... Height to Top 0.00 It ...Height to Bottom = 0.00 it The above lateral load 0.00 ft has been increased 1.00 by a factor of 5,33 Wind on Exposed Stem = 25.0 psf Adjacent Footing Load 0,0 lbs Footing Width 0.00 ft Eccentricity 0.00 in Wall to Ftg CL Dist 0.00 ft Footing Type Design Height Above Ftg Base Above/Below Soil 5,33 at Back of Wall 0.0 It Poisson's Ratio 0.300 Stem Construction Top Stem 2nd 3rd Stem OK Stem OK Bar Lap/Emb Design Height Above Ftg ft= 5,33 3,33 0.00 Wall Material Above 'Ht' = Concrete Masonry Concrete Thickness 8.00 12.00 12,00 Rebar Size # 4 # 5 # 7 Rebar Spacing 16,00 16.00 16.00 Rebar Placed at Edge Edge Edge Design Data fb/FB + fa/Fa 0.000 0.018 OMO Total Force @ Section Ins = 0.0 93,8 0.0 Moment,...Actual it-# = 0.0 70.2 0.0 Moment.. Allowable ft-# = 4,119.2 3,820A 18,288.8 Shear - ..Actual psi = 0.0 0.9 0.0 Shear,.-Allowable psi = 822 38.7 75.0 Wall Weight Psf = 100.0 124.0 150,0 Rebar Depth 'd' In= 6.25 9,00 9.56 LAP SPLICE IF ABOVE in = 12,00 30.00 12,00 LAP SPLICE IF BELOW in= I7.09 12.00 HOOK EMBED INTO FTC in 1410 Lap splice above base reduced by stress ratio Masonry Data - ----------- fin psi = 1,500 Fs psi = 24,000 Solid Grouting Yes Modular Ratio "n' 21,48 Short Term Factor 1.000 Equiv. Solid Thick, = 11.60 Masonry Block Type Masonry Design Method = ASO Concrete Data fo psi = 3 2,500,0 Fy psi = 60,000,0 60,000.0 Toe Width 0,92 ft Heel Width 2�58 Total Footing Width 3,50 Footing Thickness 9.00 in Key Width 0,00 in Key Depth 0,00 in Key Distance from Toe 0,00 it fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density 150.00 pof Min. As % 0.0018 Cover @ Top 2.00 @ Btm.= 3,00 in Toe. Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined im Toe Heel Factored Pressure 1,750 80 psf Mu': Upward 679 413 ft -# Mu'. Downward 213 1,125 ft- Mu: Design 465 712 ft# Actual 1 -Way Shear = 10.37 9.00 psi Allow 1-Way Shear = 75,00 75.00 psi Toe Reinforcing = # 4 @ 16.00 in Soil Over Heel Heel Reinforcing = # 4 @ 16.00 in Surcharge over Heel Key Reinforcing = None Specd 318.4 Toe. Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined im '* ... OVERTURNING_ ... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs If ft-## lbs ft ft_# Heel Active Pressure 700.6 1,86 1,3031 Soil Over Heel 839.5 2.71 2,274.9 Surcharge over Heel 1141 2.79 318.4 Sloped Soil Over Heel Toe Active Pressure -135.0 1.00 -135.0 Surcharge Over Heel 79.0 2,71 214.1 Surcharge Over Toe Adjacent Footing Load Adjacent Footing Load = Axial Dead Load on Stem Added Lateral Load Axial Live Load on Stem Load @ Stem Above Soil = 12,5 5.83 72.9 Soil Over Toe 227.7 0A6 1043 Surcharge Over Toe Stem Weight(s) 747,5 1.42 1,061,5 Earth @ Stem Transitions= Total 6921 OJ.M = 1 ,559.4 Footing Weight 3918 115 6899 Resisting /Overturning Ratio 2.79 Key Weight Vertical Loads used for Soil Pressure = 2,287.4 lbs Vert. Component Total 2,287A lbs R.M.= 4,344.3 Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. DESIGNER NOTES: 2777 Kendall Street Wheat Ridge, CO 80214 (303) 423-8982 Voice i 303� 423-0067 t F Title 5 *•10" wall Page: -ET Job 7442 Dsgnr: Bob Date: JUL 13,2012 Description.... Retaining wall at 7005 West 32nd Avenue This Wall in File: h:\7400 fiIes Retain Pro 9 OF 1989 - 2011 Ver: 9.27 8171 Registration #: RP-1195025 RP917 Cantilevered Retaining Wall Design Code: IBC 2009 = Retained Height 5,83 it Wall height above soil 0,50 ft Slope Behind Wall 0.00:1 Height of Soil over Toe = 27.00 in Water height over heel 0.0 ft Surcharge Loads = 1,500.0 psf Surcharge Over Heel 50,0 psf Used To Resist Sliding & Overturning Toe Active Pressure Surcharge Over Toe 0,0 psf Used for Sliding & Overturning Soil Density, Heel . ............. Axial Dead Load 0,0 lbs Axial Live Load 0.0 lbs Axial Load Eccentricity 0.0 in g - y - 12,00 in Wall Stability Ratios Lateral Sliding Force Overturning 255 OK Sliding 2,77 • Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure 45,0 psf/ft Toe Active Pressure X0 psf/ft Passive Pressure 389,0 psf/ft Soil Density, Heel = 1%00 pCf Soil Density, Toe = 1%00 pcf FootingliSoil Friction 0A00 Soil height to ignore 0.300 for passive pressure 12,00 in 7 Lateral Load Applied to Stem Lateral Load 0.0 #/ft .-Height to Top 000 It ...Height to Bottom 000 it The above lateral load 0,00 It has been increased 1.00 3.23m= HE A jacent Footing Load ill acent Footing Load II01 0.0 lbs Footing Width 0= ft Eccentricity 0.00 in Wall to Fig CL Dist 0,00 It Footing Type ACI Factored @ Heel Base Above/Below Soil 0.0 ft at Back of Wall Footing Shear @ Heel Poisson's Ratio 0.300 Total Bearing Load 2,9461 -resultant ecc. 7.99 il Soil Pressure @ Toe 1,472 psf OK Soil Pressure @ Heel I psf OK Allowable 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 2,061 psf ACI Factored @ Heel 1 psf Footing Shear @ Toe 14.5 psi OK Footing Shear @ Heel 118 psi OK Allowable 821 psi Sliding Catcs (Vertical Component NOT Used) Lateral Sliding Force 986,3 Itis less 100% Passive Force = - 1,556,0 lbs less 100% Friction Force = - 1,178.4 lbs Added Force Reqd 0,0 lbs OK .-for 1.5 - 1 Stability 0,0 lbs OK Load Factors Building Code IBC 2009 Dead Load 1.200 Live Load 1.600 Earth, H 1.604 Wind, W 1,600 Seismic, E 1.000 L Stem Construction --2nd 3rd IN Stem OK Stem OK Bar Lap/Emb Design Height Above Fig ft = 533 3,33 0.00 Watt Material Above "Hr = Concrete Masonry Concrete Thickness 8,00 I2.00 12,00 Reber Size # 4 # 5 # 7 Reber Spacing 16,00 16.00 16.00 Reber Placed at Edge Edge Edge Design Data - --------- - ...- _,.,,w_ fb/FB + fa/Fa 0.000 0.056 0.000 Total Force @ Section lbs = 0.0 2043 0.0 Moment.-Actual it-# = 0.0 215,5 0.0 Moment--Allowable ft - # 4,119.2 3,820,4 18,288,8 Shear.,.-Actual psi = 0,0 1.9 0.0 Shear. -, Allowable psi = 82,2 38.7 75.0 Wall Weight P$f = 100,0 124.O 1%0 Reber Depth 'd' in= 6.25 9:00 9,56 LAP SPLICE IF ABOVE in= 12.00 30.00 12.00 LAP SPLICE IF BELOW in= 17,09 12.00 HOOK EMBED INTO FTC in 13.42 Lap splice above base reduced by stress ratio Masonry Data I'm psi = 1,500 Fs psi = 24,000 Solid Grouting Yes Modular Ratio'n' 21 A8 Short Term Factor = 1.000 Equiv, Solid Thick, 11.60 Masonry Block Type Masonry Design Method == ASD Concrete Data fc psi = 3,000.0 2,500.0 Fy psi = 60,000,0 60,000.0 # Title 5'-10" wall Page: jo- Job # 7442 Dsgnr: Bob Date. JUL 13,2012 Description.... Retaining wall at 7005 West 32nd Avenue This Wall in File: It - - - ---------- Retain o. @ 1989 - 2011 Ver: 9.27 8171 Registration #: RP-1195025 RP9.27 Cantilevered Retaining Wall Design Code: IBC 2009 5"2 1 1111=111199191 =1 * 1 • A Toe Width 1.00 it Heel Width - 3.04 Total Footing Width 4 00 Footing Thickness 9.00 in Key Width 0,00 in Key Depth 0.00 in Key Distance from Toe 0.00 ft fc = !r Fy = 60,000 it Footing Concrete Density Min. As % 0.00 18 Cover @ Top 2,00 @ Btm.= 3.001 Toe: Not Heel, Not reqd, Mu < S * Fr Key: No key defined - S - - U " r rn a r x - of - 0 , vent - - r u r r - i n - 2 - - '&" - - - - -, - - ' " . tin ..... . ..... Resisg Toe Heel Factored Pressure 2,061 1 Psf Mu'. Upward 945 689 it-# Mu': Downward 252 2,111 it-# Mu- Design 693 1,422 ft-# Actual I -Way Shear = 14A8 1183 psi Allow I -Way Shear = 82.16 8216 psi Toe Reinforcing = # 4 @ 16.00 in Heel Active Pressure 974.2 Heel Reinforcing = # 4 @ 16.00 in Soil Over Heel Key Reinforcing = None Spec'd 3,847.8 Toe: Not Heel, Not reqd, Mu < S * Fr Key: No key defined - S - - U " r rn a r x - of - 0 , vent - - r u r r - i n - 2 - - '&" - - - - -, - - ' " . tin ..... . ..... Resisg . Forces & Moments - ----- . - ---- ......... .. I ,OVERTURNING..,.. ,OVERTURNING.. ' . ... RESISTING..... Force Distance Force Distance Moment Item lbs It ft-# lbs it ft-# Heel Active Pressure 974.2 2.19 2,1361 Soil Over Heel 1,282.6 100 3,847.8 Surcharge over Heel 134.6 129 442.8 Sloped Soil Over Heel Toe Active Pressure -135.0 1.00 -135.4 Surcharge Over Heel 100.0 3.00 300,4 Surcharge Over Toe Adjacent Footing Load = Adjacent Footing Load Axial Dead Load on Stem = Added Lateral Load Axial Live Load on Stem = Load @ Stem Above Soil 12.5 6.83 85.4 Soil Over Toe 247.5 0.50 1218 Surcharge Over Toe Stem Weight(s) 847.5 1.48 1,254.6 Earth @ Stem Transitions= 183 1.83 316 Total = 9863 O.T.M. = 2,529.9 Footing Weight 450.4 2.00 900.0 Resisting/Overturning Ratio 2.55 Key Weight Vertical Loads used for Soil Pressure = 2,945.9 lbs, Vert, Component Total » 2,945,9 lbs R.M.= 6,4591 Axial live load NOT included in total displayed, or used for overturning resistance, but is included for suit pressure calculation. Title V-10" Wall Page: I Job # 7442 Dsgnr. Bob Date: JUL 13,2012 Description,... Retaining wall at 7005 West 32nd Avenue This Wall in File: hA7400 Retain Pro 9 0 1989 - 2011 Vec 9.27 8171 Registration #, RP-1 195025 RP9.27 Cantilevered Retaining Wall Design Code: IBC 2009 Retained Height 6.83 If Wall height above soil 0.50 ft Slope Behind Wall 0.00: 1 Height of Soil over Toe 27.00 in Water height over heel 0.0 ft Surcharge Over Heel = 5 Used To Resist Sliding & Overtum?ng Heel Active Pressure Surcharge Over Toe if psf Used for Sliding & Overturning -- ----- - ----------- Passive Pressure 389,0 psf/ft Axial Dead Load 0,0 lbs Axial Live Load OO lbs; Axial Load Eccentricity 0.0 in Soil height to ignore Poisso Wall Stability Ratios 1Z00 in Overturning 161 OK Sliding 256 OKI Allow Soil Bearing = E« Equivalent Fluid Pressure Method Heel Active Pressure 45O psf1ft Toe Active Pressure X0 psf/ft Passive Pressure 389,0 psf/ft Soil Density, Heel = I 1: Soil Density, Toe = 110,00 pcf FootingliSoil Friction 0,400 Soil height to ignore Poisso for passive pressure 1Z00 in Lateral Load 0.0 #/ft ...Height to Top 0.00 It .-Height to Bottom 0.00 It The above lateral load 0.00 in has been increased 1.00 by a factor of 431 psf Wind on Exposed Stem = 25,0 psf Adjacent Footing Load 1,357 psf • Adjacent Footing Load 0.0 lbs Footing Width 0.00 ft Eccentricity 0.00 in Wall to Ftg CL Dist 0,00 it Footing Type 431 psf Base «« •. Soil 0.0 ft at Back of Wall 14.2 psi • Poisso 00 Total Bearing Load 4,579 lbs -resultant eco. 6,94 in Soil Pressure @ Toe 1,357 psf • Soil Pressure @ Heel 308 psf OK Allowable 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 1,900 psi ACI Factored @ Heel 431 psf Footing Shear @ Toe 17.8 psi OK Footing Shear @ Heel 14.2 psi • Allowable 822 psi sludi-w-CW- Lateral Sliding Force 1,325.3 Ibs less 100% Passive Force = - 1,556.0 lbs less 100% Friction Force = - 1,831.7 lbs Added Force Req'd 0.0 lbs • , ...for 1 5: 1 Stability OO lbs • Load Factors ----- -- ------ --- -- Building Code IBC 2009 Dead Load 1.200 Live Load 1,600 Earth, H 1,600 Wind. W 1.600 Seismic, E 1.000 1 Stem Construction jqp ,__stern -1-11-1-.- 2n d - - - ----- ---- 3rd Design Height Above FtS ft= Stem OK 5,33 Stem OK 3,33 Bar Lap/Emb 0,00 Wall Material Above "Ht" = Concrete Masonry Concrete Thickness 8,00 12.00 12.00 Rebar Size # 5 # 5 # 7 Rebar Spacing 16,00 16.00 16,00 Reber Placed at Edge Edge Edge Design Data -- - --------- ...... fb/FB + fa/Fa U00 0129 0.000 Total Force @ Section lbs = 0.0 3591 0 0 Moment....Actual ft-# = 0,0 493.7 0.0 Moment,,...Allowable it-#= 6,234.5 3,820.4 18,288.8 Shear....,Actual psi = 0,0 33 0.0 Shear - ..,Allowable psi = 821 383 75.0 Wall Weight psf= 100.0 124.0 150.0 Rebar Depth 'd' In= 6.19 9.00 9.56 LAP SPLICE IF ABOVE in= 12.00 30.00 1100 LAP SPLICE IF BELOW in = 21,36 12.00 HOOK EMBED INTO FTG in = 1142 Lap splice above base reduced by stress ratio Masonry Data ---- ---- ---- - I'm psi = 1,500 Fs psi = 24,000 Solid Grouting Yes Modular Ratio 'n' 21,48 Short Term Factor 1,000 Equiv, Solid Thick, 11,60 Masonry Block Type Masonry Design Method = ASD Concrete Data f'C psi = 3,000,0 2,500.0 Fy psi = 60,000,0 60,000,0 # Title 6' -10" Wall Page: —b— Job # 7442 Dsgnr: Bob Date: JUL 13,2012 Description,... Retaining wall at 7005 West 32nd Avenue This Wall in File: h. files\7442\rwalls.rpS Retain Pro 9 01989 - 2011 Ver: 9X $171 Registration #: RP-1 195025 RP9.27 Cantilevered Retaining Wall Design Code: IBC 2009 A FE IA7 If 4�33 9,00 in I t III Key Width 0,00 in Key Depth 0.00 in Key Distance from Toe 0.00 it fc = 3,000 psi Fy = 60,000 psm Footing Concrete Density 150.00 P 00018 Cover @ Top 2.00 @ Btm.= 3.001 Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: #4@ 17,25 in, #5@ 26.50 in, #6@ 37.75 in, #7@ 48.25 in, #8@ 48,25 in, #9@ 4 Key: No key defined Summa of Overturning & Resisting — Ioe eel Factored Pressure 1,900 431 psf Mu': Upward 1,229 4,033 ft-# Mu': Downward 345 6,705 ft-# Mu: Design 884 2,672 ft-# Actual I -Way Shear 1717 14,24 psi Allow I -Way Shear = 82,16 82,16 psi Toe Reinforcing = # 5 @ 16.00 in Heel Active Pressure 1,292.8 Heel Reinforcing = # 5 @ 16.00 in Soil Over Heel Key Reinforcing = None Specd 9,594.5 Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: #4@ 17,25 in, #5@ 26.50 in, #6@ 37.75 in, #7@ 48.25 in, #8@ 48,25 in, #9@ 4 Key: No key defined Summa of Overturning & Resisting Forces & Moments .......... ... ....... . OVERTURNING ... RESISTING ..... Force Distance Moment Force Distance Moment Item lbs If ft-# lbs - — ------- ---- ft 11-4 Heel Active Pressure 1,292.8 2,53 3,266.4 Soil Over Heel 2,501 .8 184 9,594.5 Surcharge over Heel 155,0 3.79 587.6 Sloped Soil Over Heel Toe Active Pressure -135.0 1.00 -135.0 Surcharge Over Heel 166.5 3,84 638.5 Surcharge Over Toe Adjacent Footing Load Adjacent Footing Load Axial Dead Load on Stem Added Lateral Load Axial Live Load on Stem Load @ Stem Above Soil = 12.5 7.83 97.9 Soil Over Toe 289.6 0.59 169,4 Surcharge Over Toe Stem Weight(s) 947.5 1.63 1,549.0 Earth @ Stem Transitions= 55,0 2,00 110,2 Total = 1,325.3 O,T.M, 3,816.9 Footing Weight 618.8 215 1,701.6 Resisting/Overturning Ratio 3.61 Key Weight Vertical Loads used for Soil Pressure = 4,5791 Ctrs Vert. Component Total 4,5791 lbs R.M.= 13,7612 Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. • Title 7` -10" wall Page: 9 Job # 7442 Dsgnr: Bob Date: JUL 13,2012 Description,... Retaining wall at 7005 West 32nd Avenue This Wall in File: h:k7400 fiIes`l7442\rwaIIs.1pS Retain Pro 9 Oc 1989 - 2011 Ver. 9.27 8171 Registration RP-1 195025 RP917 Cantilevered Retaining Wall Design Code: IBC 2009 Criteria Retained Height 7.83 ft Wall height above soil 0.50 ft Slope Behind Wall 0.00.1 Height of Soil over Toe 27.00 in Water height over heel 0.0 it Surcharge Over Heel = 50.0 psf Used To Resist Sliding • Overturning 353 psf OK Surcharge Over Toe 0.0 psf Used for Sliding & Overturning Allowable A0 Factored @ Toe Axial Dead Load 0.0 lbs Axial Live Load 0.0 lbs Axial Load Eccentricity 0.0 in 14.8 psi • Allowable Watt Stability Patios 12.00 in Overturning 131 OK Sliding 228 • Total Bearing Load 5,551 la -resultant ecc. 7A9 i Soil Pressure @ Toe 1,449 psf OK Soil Pressure @ Heel 353 psf OK Allowable 1,500 psf Soil Pressure Less Than Allowable A0 Factored @ Toe 2,028 psf ACI Factored @ Heel 495 psf Footing Shear @ Toe = 18.5 psi • Footing Shear @ Heel = 14.8 psi • Allowable 82,2 psi 12.00 in Lateral Sliding Force 1,789.0 lbs less 100% Passive Force = - 1,859.9 lbs less 100% Friction Force = - 2,220,3 lbs Added Force Req'd 0,0 lbs OK .-for 1.5 : I Stability 0,0 lbs OK Load Factors = 15000 psf Building Code IBC 2009 Dead Load 1 .200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 Allow Soil Bearing = 15000 psf Equivalent Fluid Pressure Method Heel Active Pressure 45.0 psf/ft Toe Active Pressure 30,0 psf/ft Passive Pressure 389O psf/ft Soil Density, Heel = 1%00 pcf Soil Density, Toe = 1%00 Pat FootingIlSoil Friction 0,400 Soil height to ignore Concrete for passive pressure 12.00 in Lateral Load 0.0 #/ft ...Height to Top 0.00 If -Height to Bottom 0.00 it The above lateral load 0,00 ft has been increased 1.00 by a factor of 533 Wind on Exposed Stem = 25.0 psf Adjacent Footing Load 0.0 lbs Footing Width 0,00 It Eccentricity 0.00 in Wall to Ftg CL Dist 0,00 ft Footing Type Design Height Above Ftl; Base Above/Below Soil 533 at Back of Wall 0�0 ft Poisson's Ratio 0,300 somm psi = 3,000,0 2,500.0 psi = 60,000,0 60,000,0 ,'Top Stem 2nd 3rd Stem OK Stem OK Bar LaplEmb Design Height Above Ftl; It = 533 3.33 0 00 Wall Material Above "Ht" = Concrete Masonry Concrete Thickness 8.00 12,00 12,00 Rebar Size # 5 # 5 # 7 Rebar Spacing I2.00 16.00 16,00 Rebar Placed at Edge Edge Edge Design Data ----- --------- -------- fb/FB + fa/Fa 0.000 O,249 0,000 Total Force @ Section lbs = 0,0 560,2 0,0 Moment-Actual ft - # 0,0 949.9 0,0 Moment - ...Allowable ft-#= 8,2063 3,820.4 18,288,8 Shear. ....Actual psi = 0.0 5.2 0,0 Shear, - Allowable psi = 82,2 38.7 75,0 Wail Weight Pat = 100,0 124,0 150.0 Rebar Depth 'd' in= 6.19 9,00 9,56 LAP SPLICE IF ABOVE in 12,00 30.00 12.00 LAP SPLICE IF BELOW In= 21 36 12.00 HOOK EMBED INTO FT G in = 13.42 Lap splice above base reduced by stress ratio Masonry Data . .... ... ..... . fin psi = 1,500 Fs psi = 24,000 Solid Grouting Yes Modular Ratio 'n' 21.48 Short Term Factor = 1,000 Equiv, Solid Thick, 11,60 somm psi = 3,000,0 2,500.0 psi = 60,000,0 60,000,0 2777 Kendall Street Title 7*-10" wall Page: 10 Job # 7442 Dsgnr: Bob Date: JUL 13,2012 Description.... Retaining wall at 7005 West 32nd Avenue This Wall In File: h:i(T49"frist Zrwalls.rpS Retain Pro 2011 Ver: 9.27 8171 Registration #: RP- 1195025 RP9.27 Cantilevered Retaining Wall Design Code: IBC 2009 . 0 Toe Width 1.83 it Heel Width 433 Total Footing Width 6.16 Footing Thickness 12.00 in Key Width 0.00 in Key Depth 0.00 in Key Distance from Toe 0.00 ft fc = 3,000 psi Fy = 60,000 PSE Footing Concrete Density 150.00 PAR 0,0018 Cover @ Top Z►0 @ Btm,= 3.001 Other Acceptable Sizes & Spacings Toe: Not reqd, Mu < S * Fr Heel: #4@ 11.75 in, #5@ 18.25 in, #6@ 25.75 in, #7@ 35.25 in, #8@ 46.25 in, #9@ 4 Key: No key defined Summa a of Overturning & Resisting Toe _.Heel Factored Pressure 2,028 495 psf Mu': Upward 3,142 4,276 ft-# Downward 932 7,850 ft-# Mu: Design 2,210 3,574 it-# Actual 1 -Way Shear = 18A6 14.80 psi Allow I-Way Shear = 82A6 82.16 psi Toe Reinforcing = # 5 @ 12.00 in Heel Active Pressure 1,7543 Heel Reinforcing = # 5 @ 12.00 in Soil Over Heel Key Reinforcing = None Spedd 12,892,2 Other Acceptable Sizes & Spacings Toe: Not reqd, Mu < S * Fr Heel: #4@ 11.75 in, #5@ 18.25 in, #6@ 25.75 in, #7@ 35.25 in, #8@ 46.25 in, #9@ 4 Key: No key defined Summa a of Overturning & Resisting - - ----- - Forces & Moments - - I OVERTURNING. ..._RESISTING..... Farce Distance Moment Force Distance Moment Item lbs ft ft-## lbs ft ft-# ----------- Heel Active Pressure 1,7543 2,94 5,163.5 Soil Over Heel 2,868.1 4,50 12,892,2 Surcharge over Heel 180.6 4.42 797.4 Sloped Soil Over Heel Toe Active Pressure -158.4 1.08 - 171.6 Surcharge Over Heel 166,5 4.50 748.4 Surcharge Over Toe Adjacent Feeling Load Adjacent Footing Load Axial Dead Load on Stem Added Lateral Load Axial Live Load on Stem Load @ Stem Above Soil = 12,5 9.08 1115 Soil Over Toe 452,9 0.92 414,4 Surcharge Over Toe Stem Weight(s) 1,047,5 228 2,390.7 Earth @ Stem Transitions= 91,7 2.66 244.1 Total 1,789.0 O.T.M. = 5,902,8 Footing Weight 924,0 3,08 2,845.9 Resisting/Overturning Ratio 3.31 Key Weight Vertical Loads used for Soil Pressure = 5,550.7 lbs Vert. Component Total 5,5503 lbs R,M.= 19,535.8 Axial live load NOT included in total displayed, or used for overtuming resistance, but is included for soil pressure calculation. ff 2777 Kendall Street R . O'Rihi 80214 .11110 M- * 106 Title 8'-10"Wall Page: -1 Job 7442 Dsgnr'. Bob Date: JUL 13,2012 Description-, retaining wall at 7005 West 32nd Avenue This Wall in Fite* h:t7400 fiIes\7442 Retain Pro 9 (01989 - 2011 Ver: 9.27 8171 Registration RP-1 195025 RP9,27 Cantilevered Retaining Wall Design Code: ISC 2009 Retained Height 8,83 it Wall height above soil 0,50 ft Slope Behind Wall 0.00: I Height of Soil over Toe = 27.00 in Water height over heel 0,0 It Surcharge Loads Surcharge Over Heel = 50.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe i1• Used for Sliding & Overturning Soil Pressure Less Than -- ------- --- -------- 1 Mial Load Applied to Stem Axial Dead Load OO lbs Axial Live Load 0.0 lbs Axial Load Eccentricity 0.0in es gn ummary 16,3 psi Wall Stability Ratios 82.2 psi Overturning 3.99 OK Sliding Z20 OKI Total Bearing Load 7,623 lbs, -resultant ecc. 6,99 in Soil Pressure @ Toe 1,490 psf • Soil Pressure @ Heel 543 psf Allowable 1,500 psf Soil Pressure Less Than Allowable ACI Factored @ Toe 2,086 psf ACI Factored @ Heel 760 psf Fo • Footing Shear @ Heel = 16,3 psi Allowable 82.2 psi Sliding CaIcs, (Vertical Component NOT Us e Lateral Sliding Force 2,2293 lbs less 100% Passive Force = - 1,859,9 lbs less 100% Friction Force = - 3,0493 lbs Added Force Req'd 0,0 lbs .... for 1.5 � I Stability OO lbs Load Factors = 1,500,0 psf Building Code IBC 2009 Dead Load '1 .200 Live Load 1.600 Earth, H 1.600 Wind, W 1,600 Seismic, E 1.000 Allow Soil Bearing = 1,500,0 psf Equivalent Fluid Pressure Method Heel Active Pressure 45.0 psf/ft Toe Active Pressure X0 psf/ft Passive Pressure 389O psf/ft Soil Density, Heel = 110,00 pof Soil Density, Toe = 110.00 pof FootingliSoil Friction 0.400 Soil height to ignore Concrete for passive pressure 12.00 in L Lateral Load Applied to Stem - --------------------- - Lateral Load --------- .-Height to Top 000 It -Height to Bottom 0,00 ft The above lateral load Footing Type has been increased it 313MEM am 111 1111 Ili 1111111111111111 Adjacent Footing Load 0,0 Ins Footing Width 0.00 it Eccentricity 0.00 in Wall to Ftg CL Dist 0.00 ft Footing Type Design Height Above FtS Base Above/Below Soil 5 at Back of Wall 0.0 It Poisson's Ratio 0.300 [, Stem Construction _ Stem 2nd 3rd Stem qK Stem OK Bar Lap/Emb Design Height Above FtS ft = 5 3.33 0.00 Wall Material Above 'Hf' = Concrete Masonry Concrete Thickness 8,00 12.00 IZ00 Rebar Size # 5 # 5 # 7 Rebar Spacing 12,00 16,00 16.00 Rebar Placed at Edge Edge Edge Design Data - --------------- -- - - -- ------ - -- fb/FB + fa/Fa 0.040 0,426 0 000 Total Force @ Section lbs = 0.0 805,6 0,0 Moment Actual ft-4 = 0.0 1,629.1 0,0 Moment,....Allowable ft -# = 8,206.3 3,820.4 18,288.8 Shear.....Actual psi = 0.0 7.5 0.0 Shear.,.,.Allowable psi = 82,2 381 75.0 Waif Weight psf = 100.0 124,0 150,0 Rebar Depth 'd' in = 619 9,00 9,56 LAP SPLICE IF ABOVE In= 12,00 30.00 12,00 LAP SPLICE IF BELOW in= 21.36 I2,00 HOOK EMBED INTO FTG in = 13,42 Lap splice above base reduced by stress ratio Masonry Data --- - I'm psi = 1,500 Fs psi = 24,000 Solid Grouting Yes 21.48 1.000 11.60 psi = 3,000.0 2.500.0 psi = 60,000.0 60,000,0 Title 8'-10" Wall Page: ° n Job # 7442 Dsgnr: Bob Date: JUL 13 01 Description.... retaining wall at 7005 West 32nd Avenue --- This Wall In File. h:)i7400 files\7442\rwalls.reS ---- ------- Retain Pro 2011 Ver: 9.27 8171 Registration#: RP-1 195025 RM27 Cantilevered Retaining Wall Design Code: IBC 2009 Toe Width 1,83 it Heel Width 5,67 Total Footing Width 760 psf Footing Thickness 12.00 in Key Width 0.00 in Key Depth 0,00 in Key Distance from Toe 0.00 it fo = 3,000 psi Fy = 60,000 psi Footing Concrete Density 150,00 pcf Min, As % 0,0018 Cover @ Top 2,00 @ Btml= 3.00 in Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: #4@ 1'1.75 in, #5@ 18.25 in, #6@ 25.75 in, #7@ 35.25 in, #8@ 46.25 in, #9@ 4 Key: No key defined _"""""_____ ..... -------------------- Summa a of Overturnin2 & Resisting Toe _Heel Factored Pressure 2,086 760 psf Upward 3,312 11,291 ft# Downward 932 17,118 ft-# Mu: Design 2,380 5,827 ft-# Actual 1 -Way Shear = 19,54 16,26 psi Allow I-Way Shear = 82,16 82,16 psi Toe Reinforcing = # 7 @ 16.00 in Heel Active Pressure 2,174.2 Heel Reinforcing = # 6 @ 16,00 in Soil Over Heel Key Reinforcing = None Spedd 23,428.3 Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: #4@ 1'1.75 in, #5@ 18.25 in, #6@ 25.75 in, #7@ 35.25 in, #8@ 46.25 in, #9@ 4 Key: No key defined _"""""_____ ..... -------------------- Summa a of Overturnin2 & Resisting ---- ------------ Forces & Moments OVERTURNING..... 'iAoment ..,.RESISTING..... Force Distance Force Distance Moment Item lbs It ft_# lbs It ft-## Heel Active Pressure 2,174.2 128 7,124.13 Soil Over Heel 4,536.0 517 23,428.3 Surcharge over Heel 201.1 4.92 988.3 Sloped Soil Over Heel Toe Active Pressure -158.4 1,08 -171.6 Surcharge Over Heel 2315 5.17 1,206.0 Surcharge Over Toe Adjacent Footing Load Adjacent Footing Load Axial Dead Load on Stem Added Lateral Load Axial Live Load on Stem Load @ Stem Above Soil = 12.5 10.08 126.0 Soil Over Toe 452,9 0.92 414.4 Surcharge Over Toe Stem Weight(s) 1,147.5 2.27 2,607.0 Earth @ Stem Transitions= 125.3 2.66 341.8 Total 2,2293 O T.M. = 8,066.6 Footing Weight 1,125.0 3.75 4,218.8 Resisting/Overturning Ratio 3.99 Key Weight Vertical Loads used for Soil Pressure 7,6212 lbs Vert. Component Total 7,623,2 lbs RX= 32,216.3 Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. City of Wheat Ridge 1� Residential Roofing PERMIT - 110627 PERMIT NO: 110627 ISSUED: 06/02/2011 JOB ADDRESS: 7005 W 32ND AVE EXPIRES: 06/01/2012 DESCRIPTION: Reroof 25 sqs with 30 yr GAF /ELK shingles - � , 3y ' * ** CONTACTS * ** owner 303/389 -8959 Michael Merideth sub 303/727 -1110 Michael O'Donnell 02 -2175 A -1 Roofing ** PARCEL INFO - ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 7,500.00 FEES Permit Fee 172.60 Total Valuation .00 Use Tax 135.00 ** TOTAL ** 307.60 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1 /2 requires panel sheathing overlay on entire roof_ Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the .,. legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed - -is -- disclosed in this 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 ay Q /�� \/ Signature o£' i uilding O£fical - Date � ` o lr— V \ P E INSPECT N REQUEST LINE.. (303)234 -5933 BUILDING OFFICE: (303)235 -2855 N � ✓7 � V L( REQUESTS MUST BE MADE BY 3PM ANY BUSINESS .DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. CITY OF WHEAT RIDGE ` Building Inspection Division (303) 234 -5933 Inspection line ( 303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type yo Job Address 700 Permit Number s ° (i 7 ❑ No one available for inspection: Time /0! MOM Re- Inspection required: Yes *When corrections have been made, call f r e -In eat on at 303- 234 -5933 Date: t Inspector: s r DO NOT REMOVE THIS NOTICE 41 �� City of Wheat Ridge 1� Residential Roofing PERMIT - 110627 PERMIT NO: 110627 ISSUED: 06/02/2011 JOB ADDRESS: 7005 W 32ND AVE EXPIRES: 06/01/2012 DESCRIPTION: Reroof 25 sqs with 30 yr GAF /ELK shingles * ** CONTACTS * ** owner 303/389 -8959 Michael Merideth sub 303/727 -1110 Michael O'Donnell 02 -2175 A -1 Roofing ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT 7,500.00 FEES a, Permit Fee 172.60 Total Valuation .00 Use Tax 135.00 ** TOTAL ** 307.60" Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in thioocurtynt arm /or its' accompanying approved plans and specifications. / J // /( Signature of OWNER or CONTRACTOR (CirCle one) E1. 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. 4 .. 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. Offical Date T LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of e2tt 1 e DaW Z CmuNiTy ElEvEwpmENT Permit 9. Building Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303 - 237 -8929 Inspection Line: 303 -234 -5933 Facsimile Building Permit Application Property Address: ! D o s t,,l - 3 2 Alp A ✓€ Property Owner (please print): Wt 1 e- H t-14 L hA C-vz 1 e cTH Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Contractor Contractor License #: - Z 2 1 75' Phone: 3 0 1 - - 77- - 7 - 1110 Anh r'_nntraw4nrs• 22 "S Use of space (description): Description:ofwork. -J �—,LcXC>T• G � action Value: S � O a, 9 V0- I >% I N 1SH / }re r / i z ps pHro�r Plan Review (due at sme ofsubmittall: $ Sq. Ft.rL.Ft added: Squares r L S BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit applicatioaare 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 1 have read and agree to abide by all conditions printed on this application and that I assume full respons fly for compliance with the Wheat Ridge Building Code (I.B.C) and all other applr8lp Wheat Ridge Ordinances, for work untlder this permit Purrs subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REI PRINT NAME: SIGNATURE: ZONING COMMENTS: - Zonirg: Reviewer. PUBLIC WORKS:COMMeM Reviewer. - -. USE ONLY OCCUPANCY: _ Comments 0 disapproved 0 no review required, Credit Card Payment: Use credit card listed on Erie. Date: Print name: Signature: Bldg Valuation. $ ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division , (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Far INSPECTION NOTICE Inspection Type: eQ0 ff T- -f A) A-1- Job Address: _ O' W Permit Number: 61 IV 3 ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, cal fo r -ins lion t 303-234-5933 Dat "Q Inspector: DO NOT REMOVE THIS NOTICE Lr) W N m rnp.~ f"i Z ~ ~ ~ W a r 2 w ~ a O Z OC5 w~-i >-O WQ Q U rzw Q) I_pn zF- (r ~aa ~ W ~ O = {0~?3 O (7 ~ ~Q0 LJJF ~:DU M- m ~ aa W Q ~ ~ x O W m ~O Za W Q ~ L N ~ WX y W w 3m A N N > Q v ~ W 0 0 U a N C 0 a u li ~ N 6- i~' ~ va y° a°. V G p . a K n N a o W W W W Q ~ ~ Z ¢ Z ¢ Q Z 3 ° x a J O ¢ o a v o w a U ~ ~ ❑ cr 0 LL N o z ~ o V OD O a ~ Z d y ~ w 0 W Q ~ p N Z ° w Z ~ W ? D e = ~ a U ~ j Q N - 0 1 K ¢ N Y v c c O D C ~ ~ v a N W o O O 'm 3 W L ~p J F Y Q) ~ U Z ~ > 1 ~ Q ~ v w ~ m a ~ O t ~ J N = N Ml +l ~ y w ¢ U v~ ~ Z Q N W E7 Q ir ¢ Z fN } ~ 0 0 p U S a ~ U Q 0 W Y U ~ 2 0 ~ t= U W ~ a N ~ Z ~ y y W S mo oQ . I J E] w 7 IEl u O N \ a m ❑ c t 2 ~ 0 J p H m W ~ a v z o a a . a o ~ N 0 6 LL N Q Q K m f ~ N = ni ui W Z w L~ I Y ~ F Q w a ~ O J m ~ I ~ ui ~ 0 = N M ~ W H O F R W a ¢ F z U CD ❑ m w ¢ ~ ~ a N K W h O O 2 c~ N W LL ~ H 2 '0 o m ~ U $ ~ = O N ~ 4 ~o V N h y Y ~ N m ~ w 1~7 CI a W Q a ~ Z w ~ 0 a y z LL O w a F v y W Q ~ W z ¢ N e~ ~ O LL i d 3 ~ Fa ~ w'~'e y N ~ J Q 41 O y W V N o- z? » o ~ W m 1=- !W- Z K OO ~ 02 K 0 Wls ~ 6D 2 2 ~C 04 o F O W J~ a f l0 m p (J K W F N m= ~ aFL Z W a a Q M w z f J ~w EJ O $ ~ R Oa m y.. J~ LLa 2 O f U V N 2 °r J a 0o a x N ul S H 0 N ~ W W ~ ~ 6 m m m m ~ W a 2 N Z n ~ 0 4 ° y ~ ~ ~ a ~ , w p ¢ ~ J C 4 W ~ S LL ~ ~ H W I p S !~ll Q O 2 K' E Q W °z x H a K M .o = ~ I N ~ a N ~ u i Z O m w m X a V ~ N a W ~ = ~ ' J W J g m ~ Q W = a W K 1 - X Q ~ V m 1- W . W U~ _ y Q p J ~ LL y R Q Q Y Q N ~ a w W ~ w O j LL Q ~i 3 m 2 N ? (!1 Q 0 3 D Q p 1~ m n N F O f J Q V W F- w N m J - J w LL 6 d N z V Y a ~ w a a N ~ g ~ ~ 3 J N F i w U 0 co m ~ a S V 2 ~ cW4 Z N ~ m W O K W W U Z = ~ > uwi m D ¢ N O ¢ ~ V ~ N ? 2 rc F Q 9 N C, 2 J w J ~ O a c~ Z 2 ~ W J f c Z Z 2 O ~ ~ ~ c^ ` W 2 U J S ~ V i J Q o Z 2 v N N ~ L d N 3 ~ p A p o _ n ~ c .Q O a 3 o C ~,E nc a oa o_ er v_ E o m v 3~ ` o L O'~ V p~ a' E~ m o_ V~ o ~ ~ 9 o L O W t O O p~ O- O~ 4 o O 3 b~> o o~ m p O G c ~ ~ ~ t m V ~ ` y o « . w.~ ~ ^o o b c O N a ~ c o o p o c ~e o 0 o E « u u ~ «U~S- ~ N ~ N ~ O 3 ✓ DEPARTMENT OF GOM1vUNITY DEVELOPMENT 750o WEST 29tn AVENUE BUILDWG INSPECTION DIVISION PERMIT N0. M91#16363 237-6944 ExT. 255 P.O. BoX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. ~ PP ATI~C ON FOR MISC ELLANEOUS P MIT ' LL~ Q J 10B ADDRESS ~ OWNER CONTRACTOR S OO ADDRESS ~ ADDRE O ~l I 6 s~ PHONF ~'S 0^/FYf~O , ZIP CODE CY/~ ZIP CODE ~0 CITY -e~ ~'7 CONTRACT PRICE $ PHONE LICENSE NO ~ ~ DATE 9/ . 1. TYPE Ground❑ Woll❑ Proicatinp❑ Other SorOFaee 2. MATERIAL Total Squara Faef SIGNS Parmil No ILLUMINATION Yee❑ No❑ TYDe Elxf 3 . . . 4, SET BACK FROM PROPERTY LINE N- S- E_ W 2one_ ApproveO,ZOne Inspaator (Specily whichiefronl) ❑ ❑ ❑ ❑ DisapDroved i. TYPE Solido Moro Than 80% ODenO Lsse Thon 80% Opan " . MATERIAL Hsipht FENCES 3 SET BACK FROM PROPERTY LINE N_ 5_ E_ W 2ons_ AvPraed,Zone Iropeeta (Speeify wnieh ie tront) ❑ Disap oved Z I . 2' OTHER 3 . DRAW SKETCH OR SHOW BEIOW,THE fENCE,5IGN,OR OTHERSTRUCTURE, ~ (SETBACKS OR PROJECTIONS INCIUDED) STREET NAME SHOW OISTANCES FROM THE MAIN BUIIDING TOADJOINING HOUSES, STREET! DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANCE. PERMIT FEE USE TAX TOTAL FEE APPLICATION FOR PLUMBING; ELECTRI Fo' THIS APPLICATION WILL BECOME A PERMIT TO PERPORM THE INDICATED WOi PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUAN INSPECTIONMADE ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PEI REMARKS STATE LICENSE N0. J EGAL 8 FLOOR BSM I ST or ILL ALUMINUAI WIRE UNDER SIEE Np. WATER CLASET TEMPORARY METER WASH BOWL NEW SERVICE AMPS BATH TUB ~ CHANGE SERVICE-AMPS SHOWER LIGHTING SINK W.R. FORM 6-19 HEATING GARBAGE DISB ' POWER SUB-qFCUITS WATER HEATER - - Reiri-eron rou UTILI7Y(RANGE,DISPOSER,ETC.) AUTO.WASHER Pounds Char e FIXTURES DISH WASHER AUTOMATIC SPRINKIER SYSTEM WIRING MOTORS d CONTROLS FLOOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES I hereby ecknowledQe thot this op0lico- tion ia corroct ond understand thatI connoi starf this projbct until this oppli- eotian ie oDProved. I shall tomply wiih tAs lawe of the State o( Colorado ond to the Zoninp ReQulationa and Buildinq Code otthe City of Wheat Ridpe. Any vioialion ol tha obove terme will cause immediate revocation o} this permil oor~~a~r. gnaw.. - ~ C APPROVE[ vionr-~•~••vvit CHIEF BUILDI INSPECTION TICKET Ia ADDRESS~~Dv-~ DATE:~-gLDG.PERMITq 63(0 PERMIT# BLDG. CONTR. 01- SUBCONTRACTOR INSPECTION REQUESTED YJ ,95 ,Ci}y of Wheat Ridqe Date Issued / i NOT VALID UNLESS RECEIPTED k'~-~. ya.✓ ~ 39,37"Y L / a-9~ 16 i c~ !/694/ CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS