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HomeMy WebLinkAbout3159 Depew StreetCity of W heat Midge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 April 5, 2019 OFFICIAL ADDRESS CHANGE NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 3159 Depew Street and 3159B Depew Street CURRENT ADDRESS: 3159 Depew Street • Olinger Gardens Subdivision, Lots 22 and 23, Tract/Key OOA, Section Parcel #: 39-254-05-002 NOTES: This is a courtesy notification. 1. Garage shall not be addressed, and 2. Existing addresses "3159 DISTRIBUTION: DATE: 4 / S / ( 07 1. Property Owner 2. AddressinyAieffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: Holly Roth; Jeffco IT Services (Mapping): Steve Mitchel 3. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 4. U.S. Post Office, 1990 Depew Street., Lakewood, CO 80214 5. Email to erlinda j.martinez(a)usps. og_v and arlene.a.vickrey�a usps.gov and sheena.l.abeytaAusps.gov 6. Xcel Energy, sandra.cardenas(a)xcelenergy.com 7. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 8. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 9. Wheat Ridge Water District 10. Wheat Ridge Sanitation District 11. West Metro Fire District 12. Wheat Ridge Planning Division 13. Wheat Ridge Building Division 14. GIS Specialist 15. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: www.ci.w h eatridge.co.us DATE: h 3159 Depew y; .0U.J Street r 3159E Depew v } Streetr. _ ?Lu 'r' t a. LU y ` r"rCr i r. The City of Wheat Ridge Third Party Form Check List Property Address 4`�� �(/, �! Permit Number Permit Issued Date IZZ Owner Information Property Owner Information Property Owner Address Inspection Company Inspector Name Inspector Contact info. Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over all roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufactur is recommendation - n ti �— Inspector: �� Date: /�/Z� Pro4rty Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof ;sp/ ction in lieu of the City of Wheat Rffte, Building Division inspection. Propery Owner/ Agent:, l"',�` Date: This original document as well as the roofing check list, must be submitted to the Chief Building Offical within seven days of the final inspection. Drop off in person Submit via Email Permit counter 2nd floor Kcook(a)-ci.wheatridge.co.us 7500 W. 29th Ave Wheat Ridge CO 80033 Drafted Date: 7/26/17 J Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof lRaof Insuction � Cl Pass 0 Fd{I Paz c Fall Structural roof components A Pass 0 Fail Verify that no more than 2 layers of shingles exist A Pass Q Fail Flashing for roof and walls a Pass 0 Fall If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) / 13 Pass D Fait Verify sheathing nail pattern ( See policy & Proceedures) �A D Pass c Fail Crickets and saddles where needed r Piss Cl Fair Verify B vent must have boot same gauge as pipe eA Pass c Fail Verify vent caps 1A Pass c Fail Verify no flashings are damaged or rusted (Apass 0 Fail Step flashing shall be min. of 4x4 piece per shingle � A 'Pass o Fail Verify scuppers allow for proper drainage ( A ass U Fall lee and water shield 2' in heated wall spaces JA pass 0 fall Underlayments must follow 2012 IRC / 2fl12 16G /A Pass 0 Fail Verify roof Slope for proper drainage ass a Fail Dripedge shall have min of 2" overlap jA IA Pass 0 Fail Dripedge should extend down min 2" past roof deck 1y pass 0 Fail Dripedge shall be mechanicaly fastened 12" OC UA Q Pass Fait 9ti LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 41 o Pass c Fait Modified Bitumen, EPDM, TPC? min slope 114:12 slope o pass c Fail Above roof insulation R-2 Pass FISH roof residential R-38 y� 0 Pass 0 Fail Below roof commercial R-32 n Pass a Fall Modified Bitumen, EPDM, TPD min slope 114:12 slope must be installed in accordance with the manufacturers specifications- Must have Manufactures letter of warranty with the address on the letter for final inspection Metal Roaf hinoles Reulrements 'NSA 13 Pass 0 Fall Metal roof shingles shalt not be installed on slope less 3:12 N/A 13 Pass 0 Fail metal valley flashing shall be the same material as roof NSA 0 Pass ea Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" _Tile Rooms Rauiremeln#s 'N/A 0 Pass o Fail Clay and concrete file shall have a min. 2-'112;92 slop® Slopes 4:12 and under require double und+erlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes S'f ;ompany Name:"` 1,75+fvs�-�.ra�; 7spector signature: )ate of inspection: The City of Wheat Ridge Inspection Check List Notes Final Roof Roof Inspection ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A Pass ❑ Fail Flashing for roof and walls ❑ N/A Pass ❑ Fail Structural roof components N/A ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy and Procedures) 116N/A N/A ❑ Pass ❑ Fait Crickets and saddles where needed 'p N/A ' Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps [3 N/A kf", Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A / Pass l3Fail Step flashing shall be min. of 44 piece per shingle (3N/A Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail tlnderlayments must follow 2012 IRC/2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min. 2" of overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min. 2" past roof deck ❑ N/A Pass ❑ Fail Dripedge shall be mechanically fastened 12" OC N/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min. slope 1/4:12 slope must be installed in accordance with the manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less than 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min. of S" from the " centerline with a min. of 3/4 high splash diverter rib built-in at the flow line with the sections overlapping a min. of 4" Tile Roof Requirements N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-1/2:12 slope N/A ❑ Pass ❑ Fail Slopes 4:12 and under require double underlayment CBC Wheat Ridge Roof Inspection Packet Page 5 of 6 The City of Wheat Ridge Inspection Check List notes Final Roof ®;Id, Company Name: inspector signature: ' Date of of Inspection: ,;,! , , V� ® City of Wheat Ridge Residential Roofing PERMIT - 201709255 PERMIT NO: 201709255 ISSUED: 11/27/2017 JOB ADDRESS: 3159 Depew ST EXPIRES: 11/27/2018 JOB DESCRIPTION: Re -decking and re -roof with IKO Amourshake . Pitch is 12/12. Total number of squares is 47. *** CONTACTS *** OWNER (303)233-4545 SUSAN Sc STANLEY DYCK SUB (303)679-8509 Mark Schymanski 160210 Genesis Construction Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,000.00 FEES Total Valuation 0.00 Use Tax 357.00 Permit Fee 315.25 ** TOTAL ** 672.25 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201709255 PERMIT NO: 201709255 ISSUED: 11/27/2017 JOB ADDRESS: 3159 Depew ST EXPIRES: 11/27/2018 JOB DESCRIPTION: Re -decking and re -roof with IKO Amourshake . Pitch is 12/12. Total number of squares is 47. 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 theproperty 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 andat all work -,to be performed is disclosed in this document and/ i accompanying approved plans and specifications. II II - Signature of OWNER 4 CONTACTOR (Circle one) Date I . 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 permrt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of efifef Building Official V Date REQUESTS NUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Kimberly Cook From: no-reply@ci.wheatridge.co.us Sent: Monday, November 27, 2017 9:21 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received 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 residential roof? How many dwelling units are on the property? Yes Single Family Home PROPERTY INFORMATION ---- Property Address 3159 Depew Street Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Susan & Stanley Dyck 3032334545 Spdyck48@gmail.com 4(-, r?z.2-�- QT Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Dyck Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Genesis Construction Inc 160210 3036798509 Contractor Address 1250 Bergen Parkway (Primary address of your business) Contractor Email Address bryon@genesis-constructioninc.com Retype Contractor Email bryon@genesis-constructioninc.com Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or both? (check all that apply) Tear Off Asphalt Shingles To The Deck & Install 1 Layer Of Asphalt ( IKO Amourshake ) 17,000 Yes Pitched roof (2:12 pitch or greater) !Jq �, -7 What is the specific pitch 12/12 of the PITCHED roof? How many squares are 47 part of the PITCHED roof? Describe the roofing IKO Amourshake materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional house only detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Bryon Thomas Email not displaying correctly? View it in your browser. GENESIS TOT til, rATE.11r4111;w 1250 Bergen Parkway Suite B-110 Evergreen, CO 80439 303.679.8509 1 www.genesistotalexteriors.com Insurance Company: 1` < Policy Number: Alt Phone: Claim Number:, State: �� 'Zip Adjuster: a. Phone: Adjuster Meeting: INSURANCE RESTORATION AGREEMENT Owner: '.,to o tJ �3 C� Phon 3t,`� Address: '3 (7 T f�t� Alt Phone: City: State: �� 'Zip Email: ��Y 1N I6M,411, LAM Owner authorizes Genesis to contact Owner's insurance company regarding damage to the Property and understands that Contractor will assist Owner in obtaining additional funds to properly restore Owner's property. Owner authorizes Owner's insurance company to discuss matters directly with Contractor. Owner agrees to provide Contractor with any and all insurance information including claim number, insurance loss sheets, and revised loss sheets provided to Owner by insurance company. Owner agrees that Contractor shall perform work prescribed by the insurance company's adjuster report, which includes the estimate of repairs as set forth in the insurer's claim file, plus any upgrades selected by Owner. Owner is obligated to pay only the deductible required by Owner's insurance carrier; additional decking (if required); plus any upgrades requested by the Owner not included in the insurance loss data sheet. SB38 prohibits any roofing contractor from paying, waiving, or rebating an insurance deductible for a property owner. This agreement automatically terminates and the Owner owes nothing in the event that the insurance company does not authorize full roof replacement. With written notification, you may CANCEL this transaction, without any Penalty or obligation, within 72 Hours from the below date. Genesis Total Exteriors agrees to furnish alImaterLjls and labor necessary to perform the roof replacement and/or other work of this contract for the approximate cost of $ ;� , t or the Replacement Cost Value (RCV) set forth by the Owner's insurance company also called the "Contract Price". The approximate cost is based on damages know as of the date of this contract. Genesis Total Exteriors is a general contractor and thus is entitled to Overhead and Profit on all projects requiring more than just roof replacement. Scope of Work:XAll Insurance Approved WorkX Roof O Siding/Fascia $ Gutters 19 Paint 0 Windows 0 Additional Work j[. ,,.C -r -.-t' Deductible @60 C ` Initials Materials to Be Used.; KeC �ra� � TL p� e •�� Additional �i�J v��r �✓' ry Instructions: 'See contract addendum, install verification form for additional details Payment in the amount of first insurance draft, or equal amount, is due to Contractor before delivery of materials or start of work_ Upon receipt of deposit payment contractor agrees to apply for permitting, purchase material, and schedule roof install within 2 to 4 weeks. Contractor shall hold in trust any payment from the property owner until the Contractor has delivered roofing materials to the jobsite or has performed the majority of roofing work on the property. Final payment due upon substantial completion of work and receipt of invoice. �",Owner has carefully read and understands the terms and conditions of the contract, including the second page, this is a contract and not a proposal. Aside from listed upgrades the summary of work to be performed is described and embodied in the insurance loss sheet(s) provided by Owner's insurer, in addition to the summary of work the data sheets are also the basis on which the price will be calculated, these amounts will constitute the Price for the work; this includes updates to the loss sheet in the way of supplements. Owner specifically understands that if this contract is cancelled before commencement of work, Owner agrees to pay Contractor 25% of the total sum of the work authorized by Owner's insurance company as reasonable compensation for the time expended in obtaining insurance proceeds for improvement of the Owner's property. r s' `X Property Owner Authorized Genesis Re esentative Date €a Ni`i3uuncr fic Inspector Initials Comments _ INSPECTION REQUEST T LINE; (303) 2345933 i),1151 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection thefollwAring business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) - Fount'on { P.I. Letter - Cho Not Poor Concrete Prior To Approval Of The Above ins ect ons UndergroundiSiab inspections Date Inspector Comments Initials Sir Service ---- 1--+ I�lumrig - 1 R Inspections mate Inspector Initials Comments _ tmeathir.g .�..., Mid-noric Lata I Wall Tie Rough Electric Rough Plumbing/Gas Line � Rough Mechanical Rough Framing Insulation Ciry+n+aif Scream / hlai! ,Final ln,�ps�ctiorss C1t+s t inspector ! initials I Cprrmmentsa - k # � Final Electrir.I Final Plumbing Final Mechanical Vol Final Vlisndtn i Door Final Building Landscaping & Parking J Planning Dept. Inspections from these entities should be requested --�- -1 one week in advance. For landscaping and parking ROW & Drainage r Public Works Dept; � � #rmspectio s call 363-235-2846, For ROW and drainage � inspections rill 303-235-2861. For fire inspectIions Fire Inspection t Fire Protection Dist. � � contact the Fire protection District for your project. NUTS: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the ,heal Building inspection dries not constitute authorization of occUparlcy. 1aisde itll�i$6 *Fear low voltage permits - Pl i CITY OF WHEAT RIDGE Building Inspection Division 1 (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:`= - Permit Number: cao/ I P � '� - 4� ii nkc o ❑ No one available for inspection: Time 0-1 `: _�y AMS PM Re -Inspection required: Yes rN J *When corrections have been made, call for re -inspection at 303-234-5933 •-�"i Date:J2 L) v) ) L Inspect 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 t D /- Job Address: 31ST/ D.6V C t� µ/ ST Permit Number: 2016 O / 71) 7 U XTn ❑ No one available for inspection: Time AM/ M Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 - 1- Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE V, Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: JN L Job Address: G` Permit Number: UI b O 1 --I aH F- - - n" -t ow ❑ No one available for inspection: Time S 6/pm Re -Inspection required:�Ye No *When corrections have been made, call for re -inspection at 303-234-5933 Date)//,/ Inspec r: DO NOT REMOVE THIS NOTICE u^ at wa„ rs Ilk allarrrrrrr*r Sub Cron Plumbing: Mechanical. W.R. Cky+ License # WR City License # W,R. City License # Other City Licensed Sub: O#w City Licensed Sub: City License # {amity License Complete all information BOTH sides« ��. . . . or have been authorized by the jeo 0%,aer, offlit proMlyto limform the ilmribed work amad aumn awlso , riz bythe lept owner of MY cnt4 incluI on this 400ficatkot to list that entity on this app 1, the opolkant for tt& b"119 PCIMInt sirliliC1160", w4rruin the .,_. .w�: ... « :f w p. w e—.©a «<*) t ac.:.� .« COMMUNITY DEVELOPMENT DEPARTMENT ElUILDING INSPECTION LINE. 303.234.5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215. (303.235.2855) Building Permit Number: 15151 Date: 2/20/03 Property Owner: STANLEY & SUSAN DYCK Property Address: 3159 DEPEW ST Contractor License No. : 20120 Company: American Exteriors Inc. Phone: 303-233-4545 Phone: 794-6369 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT (OWNER)(CONTRACTOR) SIGNED DATE Total: $9,449.00 $181.25 $0.00 $113.39 $294.64 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 (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description: iNSTALLATION OF VINYL REPLACEMENT WINDOWS BUILDING DEPARTMENT USE ONLY 2:oning Comment.: Approval: Zoning: Buillling CQmmentl!: Approval: OK/DM Public Works Comments: Approvai : Occupancy: Walls: SIC: Sq. Ft.: 2/20/03 Roof: Stories: Residential Units: Electricai License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration 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 (8) 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-haif 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 iSSU. anc7permit or approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of'th .. s or any other ordinance, law, rule or regulation. , . " - . (1) (2) (3) Sep-22-9B lO:lBA DEVREVFAX DEPARTMENT OF PLANNING AND DEVELOPME H BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 3cwLf'( Property Owner: Sfo.,,(e.y E!. Sl.lSa.v, 'oyck Property Address : 3159 Th'f"'-V-: Sf- Contractor License No. : ~ :JO J ;?( 0 Company: f1me.,,',nv1 E><!en'n("s IlIIr OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGRfl MENT 303 235 2B57 BUilding Permit Number,> oa( F'LQ;3 5\43 Phone: 30,7- d.U- <fS</.s I hereby certify that the setback di$laf\9:S proposed by this penna applicalion are ace Jf3te. and do not violate applicable ordinilnces. rules or regulations of the Ctty of Wheal Ric)e or eo....ern1lnts. easements or restrictions of record; that an measurements snown, and all ~gations made are accurate; that I have read and agree to ilbide by aU canditian. printed on l:'l1 application, and that I assume fun responsibir compliance with the Wheat Ridge luilding Code (U.B.C.) and all other appliCilble Whea e rdina s. f (walk under this p ~t;Z. (OWNfR)lCONTRACTOR) SIGNED TE__fr? Phone::rO,j-19'1-bYbr Construction Value: 9</'/9- 00 Permit Fee: ''8/. ;;/5 Use Tax: 1/3.39 Total:;:;91. ~ Use: Description: IvtSfo-tfa 1"rh1 "ry,,,,y( t&(lk.UVH<<< ~ W,'l/lrJ..(J,Mj~ - BUILDING DEPARTMENT JSE ONLY ~1~_OI!1!JIIIl,UllU SIC: Sq,Ft: Approval: Zoning: PJJ]JalnmComments:l a- Approval: Occupancy: Walls: Roof: ~ tories : Residen tp -LIZf~ rnw flUmralNO(IUilDommtfnlSt Approval: FEa 04 2003 Electrical License No : Company: Plumbing License No : Company: Mechanical Lie Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) 'This pennil:.u IsswcI '" ac:c:ordanee will IN prooAslons set fof1h In yogut.ppIic:atiotI ar j Is subjltd to lhe..., of I\e State of c~ "10 "" Zoning Regula\M)nSlnd Building CocSe of 'N\Qt Ridge, COIor.ada Of any olIWf"~ orG"llW ;:es af U'le City. (2) l1Iii pem'llIwl ..pir. if "'l IN WOltl: ~ed i$ not COo'ltmellOed within sq [SO) da, from Issue dale Of (B) the bvildlttg ~ed is IU1pended 01 abandoned tot.1Xttod of 120~. . (3) If lIliS pennl'l upira. . new l)lIm'IillTllr be ~ulred for I fee Of one-hIlf!he amount norr ally' requfta'. pIO'tided no cNngn ha\I8 been Clfwil be INlde in Ihe original pQltIPCI tpeCific:ations and.ny suspension OIlbandonment N\ not fJlcetded 1M (1) yeal. If cNl'lQes are made Of if suspensiOl\or abandOnmenl e~s one (t) '(e., fullees shall be paid for. new pem"lll (C) No WOItt of any rNMCt sNI be done INI wilt d\ange the natural f\owo of walef causinO a 1r.ainage problem. (5) COflItKtot ahal nofIfy 1fl8 Buikftng lnapec;tor tvrrenty.1cu (2C) nours in NY.nee lof all 111:;1 :~ons and shall receMI wriften appcOvllI on InspediOn card before _..._.__ '.....IaO, (15) The is'uaMle 01.. permit appftW" oi ~s and specificaUoM shall not be COIIt rved tc be. pennit tot. nor an ap1)l1Ml1of. en, ~ 01 en. ptOVlsIons of 1tI. buiding GilJlXa or. ontINnce, _. IVIe Of re;wliOn. Chief Buil FOI Mayor 10 ONLY WHEN SIGNED BY THE CHI! F BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOF TO INSPECTION "Please complete both sides of appl cation form with submittal" ~ _n~ ">oc. ~ _..~ m '-l ~. ~ <:) ~ ~AH i--f:/,1r;;, ( s -e;: o~ '#. -e)~f. t1 > /1$ }(. ". '\. r -~ . ~ "\4-(j )P9 c.., -~ r 11\ Il'l ~ .~. v, ~ 1'-~ ~~.. ~. ~I % ~ '" K ~ tv ~ '1J~ I..\JtAJ~ ~~"><; ~ ~'x.~~ ')c; 0- - .v,-~~ o c::;V -~V >( ~ ~ vJV\ ~~ \.A,; "'l 'I..iJ ~~. ~ -n r " 0 m ;0 () 0 wo.-i ;0 Gl 0 0 :ii ~"=r ~ -i ;t> Z 0.. ~ ijj' I r " -i Z 3 ~. @ '3 m ~ m m 0 ~ ;0 ~ [::I. - -n m C" '" Z 0 [J) ~ :i ~ e () -i 3 r ;t> 0 0-- C" 5 ;0 0 ;0 '" gO" !!1 '0 ..... r::: w:E ~ :ii 0 '" "Co.~ ::J ;0 '" U~ ..... z 0 m -",,,, w Gl ;z [J) Qg~ 0 z [J) 3: w 0 " 0 S:3~ "" 0 c 0 ~~i ffi ;0 -s ~ " '" ~ ~. g- '" 0 " [J) OJ ~:Ta: '" m -s ~.~~. =r 0 ~ V> ~~8 (j C" 0. ~ " . ,," ~ 3 '" (""') ~2 g 0 '" '" 0 ;oU ~ " 0. ..... '" S" it " '" V> ~~ '" '" Os' C"l ..... " w ,. 5. 0- ::T -s llJ~ D- o =r '" c: ell, ..... 3 ;;: c " c.. C"l =0 ~ S" "cc 9:;:::' S" '" '" '" ..... ~=r ..... ~ ~ " '" ~. S" <)0 "'" '" - '" 0 ;t> r>e ::; 0 (j ~ ." ".- -S '" 0'" ~ 02: '" 0 c." =r ~ >- 3 '" 0 ,,"C ".... " _C" '" ;0 NO au> ~ =re m 0"C ~gO (1)= ~ g (')9: [J) 0. ." tr1 -. ~ N [J) ~.~ 'jl::E::e -<:'" .... w 0 S. ~. ~- o~:I: 0 0.9' o-m ~g >< 0" 0::1"> ~ _C" ~~-I " - =re W"C W " -- c." - ~. W ~c: ~~;:!! 0 ;00 ~ -. m-cS o"C 0:;; ~ Cl (j "'0 @"'" " - '" o.il. u> m (j ~. :Ii: cra w ~ ~ ~ ~ '" 0."C 0. ..... em '" '" 3 I-C .. -. ~ wlii ~ ~ ~ '" 0.- r> o.e " " ~ " < 0. (j :!i !!.~ 0 o- w "C=r -< @" c 3 .. '" " '" !a- " ~C" _0 -< ~~ "''' s::; s'3 s:;:;! '" .. " '" I e @" r>3 ~g 00 o ~ I -'" I ~il. N " 0 '" '" " _"C N ;oa 0 gj 0 -"~ N Date: '1birlO?- I . A. Certificate of Occupancy or Completion has been requested for: 3/~ ~w 21-. PUI!POSf or STI!UCTUl!f: tJ ;/. 6d~....../ A.OOl!fSS: ~ Building Department Approval: Remarks: &1z- f7Ff' ~. Public Works Approval: Remarks: ~ ? ~ ~ Zoning Approval: Remarks: ~ Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: ~ --- >- .', .'- CIly of Wheat Ridge Department of Public Works MEMORANDUM TO: Darin Morgan, Chief Building Official FROM: Michael Garcia, Development Review Engineer i"1q DATE: Thursday, March 7,2002 SUBJECT:Q 159 Depew ""~v~oncrete Inspection The Public Works Department has completed an onsite inspection for the concrete surface located in the right-of-way on March 7, 2002 at approximately 9:00 a.m The applicant did not obtain a Right-of-Way Construction Permit from the Public Works Department for the work that has been completed. The permit with the appropriate fees, inspections, and required licensing shall be completed before the C.O. will be approved by the Public Works Department. Please let me know if you have any further questions. ~(b f1~\\ h\\OV C,)\tJ~ ,y\f ~ " ptr~. pO March 6, 2002 13iV 1.;;/-!t?3i15 Daily Inspection Log Page 1 b',\\ I II Permit II Job Address II Timell Type II Approval I Remarks 34083 13445 3675 HOYT CT PM FM (RICHARD 467 -2343) 34094 13513 3270 KENDALL ST RE 34095 13513 3270 KENDALL ST E-SERV 34096 13466 10595 W. 38TH AVE ROOF 34097 13482 10575 W47TH AVE PM FM 34098 12400 6385 W 46TH AVE ROOF 34099 12409 6385 W 46TH AVE PM FENCE 34100 12478 6385 W 46TH AVE PM rr,rtl. (WI N DOWS/DOO RS) 34101 12616 6385 46TH AVE PM FP 34102 12703 6385 W 46TH AVE PM FB-DECK 34104 13039 3159 DEPEWST FB (BILL 668- 1C>l\.Jl..e~ e.....-.:'...c::..-/l.t::T~ ..It, 'Vc.;v6 w;:.,,~ T(. rvS<.U~'" j 4096) wlo 1'" :~ 2.7< '1. "'^' 34105 13266 4535 WADSWORTH BLVD PM RE-PART. a-<-- :3. 7, 0<- e. c:; :00""" 34106 13363 2600 WADSWORTH BLVD RP 34107 13363 2600 WADSWORTH BLVD RF (RESTROOM AREA) 34108 13327 3580 LEE ST AM FM 34109 13292 10400 W 38TH AVE AM DWS 34110 13490 96:-7f-.[<- k - Lld.--j . M FM 34111 13464 ~.u..e ~ -Ll<.J FE; r;:-.say. 4< .' ./lc"'k'd. --<;:ft'tc-fo C!.{, . .J L-r b . ""'<:'1 y.( Y rzv '" ~ C'..E)( <'-)..(' ?:... ,"} '.' .-Z.- "'Y::: I~ ~ ~"- ;..- a_u.:;'~ 1/ H-L..- t:/ 34113 13475 2 0' AM RF (LOCK BOX C- O-L) ~d.cav- 34114 13335 8300 W 38TH AVE RP (DOM. WATER) 34115 12678 4730 INDEPENCE ST AM DWS 34116 12979 4720 INDEPENDENCE ST AM DWS 34117 13266 4535 WADSWORTH BLVD RF C' lb-, \l 01~ 0',\\ 4'- tlUILDING DEPARTMENT (303) 235-2855 CIty OF WHEAT RIDGE * * correction Notice Job....,.,.... Jlb1 PrAY fJ2 I have this day inspected this structure and these premises and have found the following violations of City anellor State lawS gov- erning same: f .>f,.,y 711''';;::; ~wd- En mrY g. fi~plo'j<. 0 .,11 fa,.r'- . "J~~oJ..!:f!i .t:ii~' ;;r . ~ 1),10 ",,<,..j,. "I A;~/I /.o/v~<>- ~ ~ ' .: ~ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date .ll~)n" ..' ~- I spector lor Building Dept. DO NOT REMOVE TH TAG FORM WR6-22 thJILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 315'Q ;---;P f',e..) ~3-- 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: ~ soc/df> I- 4~"<iHG-o' -h, '9. i;;;~ ~~~; ~~'1:' ~- ~<d- ~ ~;:;/? ;,"":' ~'" ~'~" 1"- (n __= J/O<) in z::zt f1,fr- i)fi,.J-.h a--- r ",'/ e..!IPYi'cI> ~</nd".c.h~Z~#--- You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. GlIM'J.~{1 ~ !rJ'r Date g~Mo2--- ~~.:.: DO NOT REMOVE THIS TAG FORM WR6.22 TO: Mr. Darin Morgan, Codes Administrator Chief Building Official dVll) 101- ercJ \"7\01/ ()1/ riP\ \/y' F DATE: January 3, 2002 FROM: Stan Dyck 2. in ' IT!> '1 r 3159 Depew Street Wheat Ridge, CO 80214 RE: Brick Veneer on our Garage The plans for our garage currently under construction call for brick veneer exterior to match our house. 1 would like to propose the following in this regard: I. The exterior of the west (facing alley,) and east side of the garage be brick veneer up to the roof line. 2. On the north side, brick up to eight feet or equal to the brick on the west and east side. 3. On the south side there will be a brick wrap-around, but the remainder of the exterior wall will be stucco-like siding to match the stucco on the main house and on the building to the north. This side of the garage does not face any building; only the alley. 4. For the gabled ends on the north and south and on the dormers, stucko-like siding along with appropriate trim to match and dormers on the main house. We believe that this will nicely match the current buildings on the property. Thank you for your consideration of this request. " 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: 13204 11/30/01 Property Owner: STAN & SUSAN DYCK Property Address: 3159 DEPEW ST Contractor License No.: 18933 Company: Huckleberry Electric Phone: 233-4545 Phone: 777 5489 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: (OWNER)(CONTRACTOR) SIGNE DATE //-.1tJ -q( Total: $3,200.00 $97.25 $0.00 $48.00 $145.25 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 ith the Wheat Ridge Building Code (U.8.C.) and all other applicable Wheat' inan s, for w under this permit. Use: Description: CHANGE SERVICE AND MOVE TO NEW GARAGE. WIRE NEW GARAGE BUILDING DEPARTMENT USE ONLY IlIIIIIIIIJIIII Approval: Zoning: SIC: Sq. Ft. : ........ Approval: ~I Approvai : Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 18933 Company: Huckleberry Electric Expiration Date: 2/28/03 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions sel forth in yopur application and IS subject to the laws of the State of Colorado afla \0 \he /0'11119 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 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. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisio s of the buildi des or any other ordinance, law, rule or regulation. Chief Building I~ (7.. 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) APPUC4TlON sJ.,tJ"" t S....r.o-~...k ~ I S-'i IV. D.,-...' J' J- IO'-='" .\ 0'??"> Property Owner: Property Address: Contractor License No.: Company: Building Permit Numbe~r. __- _- Date: \76D Phone: 3:;13 -;2J"3 -7l"~) Phone: 3tJ "1- -::>) 7-:57f:f-c; OWNER/CONTRACTOR SIGNATURE OF UNDERST G 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 RidgeBuilding Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this ermit. CDnstruction Value: 6Q.O()-e Permit Fee: Plan Review Fee: Use Tax: Total: (OWNER)(CON1RACTOR): Sl Description.: C/'.,4,/VS t:" WI~'-(... 'V-eW ATE //~ 14 -0/ )eAoo.J/-...... .8-J .-k""''' ~~~~ Tu ,lC../e~ 9--l1-A~ (" BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Stories: Residential Units: Roof: . Electrical License No: I D )""l Company: tllAGId.l.,,~ Expiration Date: / . Approval: Plumbing License No: Company: Expiration Date: Approval: Mechanical License No: Company: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws oithe State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire 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) Jfthis permit expires, a new permit may be acquired for a fee of one-half the amount oormallyrequired. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonmeothas not exceeded one (1) year. If changes have been or ifstlspension or abandonment exceeds one (1) year, full fees shall be paid for a new pe~t. (4) No work of any ~anner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify theBuilding !nspectortwenty-foul' (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with. successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Ghief Building Inspector 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: 13039 11/1/01 Property Owner: Property Address: 3159 DEPEW ST Contractor License No.: 17971 Company: Moore Bros. Cons!. Phone: 901-9279 Phone: 274 0489 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 responsibilit for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W eat idge inances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE L4Jv 2, 2<:x.J. Construction Value: Permit Fee: Plan Review Fee: Use Tax: $33,000.00 $472.55 $0.00 Total: $472.55 Use: Description: DETACHED GARAGE 24' X 33'. NEW PERMIT W/ NEW CONTRACTOR. (OLD PERMiT # 10569) BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning: R1-C SIC: Sq. F!. : "VARIANCE" SEE ATTACHED RESOLUTION, SEE ATTACHED CONDITION, RE: SHED REMOVAL PROIR TO C.O. ~ Approval: DM OK PER COMMENTS, NO ELECTRICAL, MECHANICAL PART OF PERMIT ~.I Approvai : Occupancy: Walls: Roof: Storit 13; II Kco~ d-S03 - (0 (a\{ - l{ 01(" Electrical License No : Company: Plumbing License No : Company: Expiration Date: Approval: Expiration Date: Approval: 3l<'1 De~vJ (1) This permit was issued in accordance with the provisions set forth in yopur application and is s Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances c (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days frolT 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 r original plans and specifications and any suspension or abandonment has not exceeded one (' exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the "~#~J;;,o""~.",m_. ,~.,.~-, Chief Building I spector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 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: 13039 11/1/01 Property Owner: Property Address: 3159 DEPEW ST Contractor License No.: 17971 Company: Moore Bros. Cons!. Phone: 901-9279 Phone: 274 0489 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: $33,000.00 $472.55 $0.00 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.8.C.) and all other applicable Wheat Ridge ordinances, for work under this permit Totai: $472.55 (OWNER)(CONTRACTOR) SIGNED DATE Use: Description: DETACHED GARAGE 24' X 33'. NEW PERMIT WI NEW CONTRACTOR. (OLD PE IT # 10569) 7--\\D\J BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning: R1-C SIC: Sq. F!. : "VARIANCE" SEE ATTACHED RESOLUTION, SEE ATTACHED CONDITION, RE: SHED REMOVAL PROIR TO C.O. IIIIIIIIIIIIIII Approvai: OM OK PER COMMENTS, NO ELECT PERMIT Approvai : Occupancy: Wails: Roof: Section - 26-50 I (0, I) 'Dr _two-family dwellings. the j1rst_trIJ>1Iw J-I (2S' of drlwnvay area from the ex/sllnK tldp ~ paN1MnJ 11110 the s/le .hall be surfaced with.......... Storiego,rplJalt, bri.lliCedrltidlnl'J.llilildteria/s. PART OF Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: 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 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. Th1!7. .iSS ce of a per .t or the approval ofdra,^:ings and specifications Sh~n not be construed to be a permit for, nor an approval of, any violation of the PIg. n fth codes or any other ordinance. law, rule or regula11on. Plelse Note: er / con\JaCtOr is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulling from inaccurate infonnation. (1) (2) (3) (4) (5) (6) 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: 13039 11/1/01 Property Owner: Property Address: 3159 DEPEW ST Contractor License No. : 17971 Company: Moore Bros. Cons!. Phone: 901-9279 Phone: 2740489 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: $33,000.00 $472.55 $0.00 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 ordinances, for work under this permit. Total: $472.55 (OWNER)(CONTRACTOR) SIGNED DATE Use: Description: DETACHED GARAGE 24' X 33'. NEW PERMITW/ NEW CONTRACTOR. (OLD PERMIT# 10569) BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning: R1-C SIC: Sq. Fl. : "VARIANCE" SEE ATTACHED RESOLUTION, SEE ATTACHED CONDITION, RE: SHED REMOVAL PROIR TO C.O. --- Approval: DM OK PER COMMENTS, NO ELECTRICAL, MECHANICAL PART OF PERMIT DRIVEWAYREOUIREMENTS Section. 26-50 I (D. I) For one-or two-fomily dwellings, the first twenty,. pel (25' of driveway oreo from the existing edg oj Roof: Stories: pawune~l!11~ff!lf~surfacedwithco IIIpha/" hrlc'k"jiQVer. or ..milor moterlols. 1II1111111111111:_ Approval: Occupancy: Walls: Electricai License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Dale: 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 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 (8) 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 fORi~'ie~' any Violation of the provlSIO he bUlldln des or any other ordinance, law. rule or regulation ~I obl fot locating property ^,.M_/ contractor IS responst e IS according to t\, . V""~' . 'mprovemen d Ch lines and constrUctIng I . ed development standar I approved plan and req~~: for inaccurate inform. The City is no~ r~spons\ I'::' set and any cons1rU( submitted wtt~ the p inaCCurate informatl< errors resulung from (4) (5) (6) 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: 13039 11/1/01 Property Owner: Property Address: 3159 DEPEW ST Contractor License No.: 17971 Company: Moore Bros. Const. Phone: 901-9279 Phone: 274 0489 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: $33,000.00 $472.55 $0.00 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Total: $472.55 (OWNER)(CONTRACTOR) SIGNED DATE Use: Description: DETACHED GARAGE 24' X 33'. NEW PERMIT W/ NEW CONTRACTOR. (OLD PERMIT # 10569) BUILDING DEPARTMENT USE ONLY l!II__IiI_. ~~B!!_ Approval: Zoning: R1-C SIC: Sq. Ft. : "VARIANCE" SEE ATTACHED RESOLUTION, SEE ATTACHED CONDITION, RE: SHED REMOVAL PROIR TO C.O. ...... Approval: DM OK PER COMMENTS, NO ELECTRICAL, MECHANICAL PART OF PERMIT DRIVEWAY REOUIREMENTS Section -26-501 (D, t) For one..or two1"amily dwellings, the first twenty-;. w feel (251 of driveway oreo from the existing edgo of Roof: Stories: pavemeAlltSddtielliilll UnlflPe surfaced with caner "'10 arnhall brick vavers Dr similar materials. --- Approval: Occupancy: Walls: Eiectrical License No : Company: Plumbing License No : Company: Mechanicai License No : Company: Expiration 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 (Al 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 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 shan 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. Th s a~ce of a rmit or the approval of drawings and specifications shall not be construed to be a pennit for, nor an approval of, any violation of the visi n Iding codes or any other ordinance, law, rule or regulation. Please Note: , . Owner I contractor is responsible for tocatin~ property lines and constructing improvements accordmg to tho approved pian and req~ired de.velopmentstand3r~s.. The City is not responsIble for maccurate mforrn..." submitted within the plan set and any construel I. , errors resulting from inaccurate information (1) (2) (3) <Van :b;/u. En:Jinu.'tin:J~ 9542 W. Louisiana Ave. . LakewoOd, CO 80232 303-986-6096 BY: IV! P'T2.L, fU~ "3 I :r'T DE PG-u ~7. , PROJECT: 6At2.I)G:oE:" POll- D 'tel< 5 DATE: 8- "2.4-0 I PAGE OF 7 ~-~,-_._-,.~ :ff .4(2.08 ..FR.c..)~T:' "2."1-'.1:'33'- 7/AJO 5~GAfL"'be:: W/3' f2sr"tIIoJ'N", ~ 'J I I'Z.: I'Z.. 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"'3 I 59 Z7e.-f>~J 57 ". ,. M et2<.. ".Ie; 7 \TE: B- 2.(,,-01 ,I- , I!) " ~ n . '2 ~ 8 I L\ ;t~ ~ J \!) T ?J(.," I PAGE z OF I!/O~F: 6'e;"f\-flh LVL'S- 2-1}/'/X It.o" /2: /"1.. /2DDF LDIIO'S. ::S"J.JOlO" '30 /:7~' 'l.S . TDTA-L" 5SI'~F b'"t. " 't z- DOI.LM.n>S TIf1~ S I Dr:. /2,:/2. PI7l::-'i tl' E / /J/){l. / nJHl LIr'E ~ 40 I 17~O~ 2S TOTAL'" "'~'-'I '+ :1. _ J~ > 5/8" ~"'13 O~t:~1 &'-,,:;'LU6i- <S""12gvJ T.J 1- PfM- ISo.... 9~~'--@ 1~"'O~c::~~__ U>J"T~1LI..I#Jc HarM= WeX 28 .oe.. LIIL= 3-P)....X/"".. . .. :3 12," O'/>". AOJ. pu'.>T ~'8'OI<' ""'1.1f62.. X/OM 130LTS,@ ~-z," D.C:--------1-ii------ --- 0"-- .:3'-' :5TOo/l LoJ/h_,- -t!' C(')IJctl erl'ii wi 2.- NO.4-Tit e, VERTIO, (..$ ~.32."O'C., "-'0.4 1<.' f',' 4-" SL.I\-e, Itl fii. . . . II - t 2..5 'l t..S ')(.(',"'. kiD. <\- @ ,," O.C. t. I.JOTES IE. W. 11..-5 - /..JIt:TtJIUI,1.. -CDMPAl.'T' TO 95 ,,"... ;1rlt1-J/;)r"t'n.L) P/J..I::>CCDI2. oa-u~lT'" @ OPTHIWM lILowrl.lLe .&. 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'. n , ;r' II - - I I I \ rvan :DykE. Cn;}inE.E.'tin;}"'-- 9542 W. Louisiana Ave. . Lakewood, CO 80232 303.986.6096 ,. '. PROJECT: ITE: PAGE 'I- OF ? NoeT# SIO€ \ i" ,I, . l) o J ., ..... I . Q .... ,I "} i',J \1 " . , dll' , ~ ., 'I -9 , , - ~~ \ ..' - ~ y ~ . , $. g .... I- " '" . , ~ -. 8 :J , '" 0 ('II :J .')< ).. 3 l"Q CI: I 'oJ -.... Q/ . ..J ~ ? > 8 II .J 0,) . I~ \I ll..- 1'\1 ~ . t- '" l' ~ - a ~ 3 :t 0 . 0 . ,I :z 8 l)'- '" ~ I'l ~ 3 I ~ 1 ., -+ '>I Q/an :DykE. En:;inu'tin:;A. 9542 W. Louisiana Ave. . Lakewood, CO 80232 303-986-6096 IE; I ,j, B ~,"'( B /!!V- t ~ -r ....J r.. ,! B ..--....., Gfl-~ PROJECT: PAGE OF Itl'-D" s.x". NEUJ s,.. T"~.. <~"'- 5r",p~ rD D"'OQ. 1"-= S' 5 7 B '_to.. Ott-t=A <Van 2:Jykc. En9inu'tin9~ 9542 W. Louisiana Ava. . Lakewood, CO 80232 303.986-6096 ,: PROJECT: IE: PAGE ?, OF 7 l . i-l - - . ('l - ~ .J....,~,.. 1'01 :i>'anoa ~ / - . . ?l , N N ..-- - / '" - . l'l N W .L 91 GI,.. 'iI'9ndO - 01 - , N ':;>'0 ,,7Z, @.~ " oZ./ a~d -fr .J.. -. ~ 01 ~ - - ! N .. ~ - j N f:i . - ";l .L<;fP" FI 'WfIO (] '\: ~ - - , - ;e '1'1 rl ;.e ;.d N ... -.,.,.. ..... '" -.-. rl / ~ '" ..I ;:;IJ?~C-;~ .L~'or ";I-,0noa ;JI ' ~.< w. l:;":'" '-'," ~ ' . :)\1 :~ ,.;..' o~< 1..: '.' ~I ;'u9471 ;:,: I , r-<J ',;;;' '/-/"''0' '": rr- ~ . ,,' ('1t/ ;:;(\ . . ..'\ ~~-,..,.. "~c)c~1 <:ol 'IONAL t rC::: - ;r u 'f. .. CVan fJ:::>yke Zn9inE.E.'Lin9~ 9542 W, Louisiana Ave, . Lakewood, CO 80232 303.986-6096 PROJECT: PAGE 7 OF 7 .ATE: '" 10 :5 r-+ 1Iz.. II ",., D 11.11 ~ 3"'- - . ~ ': . . ..... . " .. =' - - - . . ~ , . , . ~ , : ,.. . to . , : . l"- t:- I' l! I' r- , . 7" loG :; 710-111.. Hftf-J/J /l.A-1 ,-t:~" I" .... 7 . . " 7 .. II" ... , -.. --~-- . \..ZlL < 1111 ;y ", -.:> ~ .------------ . - ;! , . ... - .~ - . <! . ~ . , :e . , ~ . .__._._~--- . ~ ~ , , - . ~ i ~ ------- . , ::! .. , :! ~----_.-----_._..._... - ~ .... . . ~ , . . ~ ..... ---.--.-....- _.-~.._._..__._.- .-.- hj)?REC?~ '.ll - '1.0v,,'-;::."-(;;. I,,>.'. '.\\ ~ Cj . ~ ~ ',/ '. ,~ \ - :"". ------'1.': 0 - .' :::1 9471 !;;: :.g ~:, q.lfj~1 - 0:: .--- ~-<"" "(:~) :s '. : .. "..~'>. ~I'/::::....' ,r'> - "'''."..' ~.,,",,^ /'./ . .:!. _.. - '".,j. "-l .... ::l () }. <t -..J ~ ... ~ Q1 ~ 2 :'1 -.l .... !t o 2 ~ (() Floor Joistf 94 Uniform Building Codc (91 NOS) 1 Ver: 5.01b By: Merline. Van Dyke Eng on: 08-24-2001 : 08:06:24 AM Proiect: k208 - Location: Sstan & Sue Dyck Summary: FL....,.~ ~ ""...r TJI PRO 150/9.5 - Trus Joist-MacMillan x 12.0 FT (iiJ 16 O.C. Section Adequate By: 39.0% Controlling Factor: Allowable Deflection · I-ioists were designed for simple spans using the ioist manufacturers published values. If the design does not match the actual ioist loading or span conditions in any way, contact the ioist manufacturer for design verification. Joist Span Deflections: Dead Load: Live Load: Total Load: Joist Span Left End Reactions (Support A): Live Load: LL-Rxn-A= Dead Load: DL-Rxn-A= Total Load: TL-Rxn-A= Bearing Length Required (Beam only, Support capacity not checkedBL-A= Joist Span Right End Reactions (Support B): Live Load: LL-Rxn-B= Dead Load: DL-Rxn-B= Total Load: TL-Rxn-B= Bearing Length Required (Beam only, Support capacity not checkedBL-B= Joist Data: Joist Span Length: Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Joist Span Loading: Uniform Floor Loading: Live Load: Dead Load: Total Load: Total Load Adiusted for Joist Spacing: Properties For: TJI PRO 150/9.5- Trus Joist-MacMillan Depth: Moment Capacity: Shear Capacity: EI: End Reaction Capacity: Comparisons With Required Sections: Maximum Moment: Adiusted Moment Capacity: Maximum Shear: Adiusted Shear Capacity: EI Required: EI: Maximum End Reaction: Adjusted Reaction Capacity: DLD-Center= LLD-Center= TLD-Center= 0.1 I 0.18 0.29 320 200 520 1.75 320 200 520 1.75 L2= 12.0 Cd= U U 1.00 360 360 LL-2= DL-2= TL-2= wT-2= 0= 9.5 Mcap= 2730 VcaP= 1120 EI= 160000000 Rcap= 945 M= 1560 Mcap-adi= 2730 v= 520 Vcap-adi= 1120 E1-req= 115100864 E1= 160000000 Rmax= 520 Rcap-adj= 945 IN IN = U813 IN = U500 LB LB LB IN LB LB LB IN FT 40 25 65 87 PSF PSF PSF PLF IN FT-LB LB LB-IN2 LB FT-LB FT-LB LB LB LB-IN2 LB-IN2 LB LB Floor Joist( 94 Uniform Building Code (91 NDS) ]Ver. v5010375 By: Merline, Van Dyke Eng on: 08-24-2001 Project: k208 - Location: Sstan & Sue Dyck Summary: TJI PRO 150/9.5 - Trus Joist-MacMillan x 12.0 FT @ 16 D.C. Section Adequate By: 39.0% Controlling Factor: Allowable Deflection SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination sl1()\\Il1:J:()l1trolJing Sh~ar/Momen@.!lflecti()n Diagrams 600 520 Ibs @ 0 ft 300 Shear (Ibs) 0 -300 -600 2000 1000 Moment (ft-Ib )0 -1000 -2000 -.4 -.2 Deflectio (in) 0 .2 .4 -520 Ibs @ 12 ft ~ ~ . 1560 ft-lbs@6 ft i" .288 in @ 6 ft Joist Span = 12 ft Controllinl! Load Cases: Shear: Critical shear created by combining all dead and live loads. Moment: Critical moment created by combining all dead and live loads. Deflection: Critical deflection created by combininKllll dead and live loads. LOADING DIAGRAM l-~ A I' w J_ B 'I Joist Span = 12 ft Reactions Live LoadJead Loadrotal LoaIDolift Load A B 320 Lb 200 Lb 520 Lb 320 Lb 200 Lb 520 Lb Joist SDan Uniform Loading Live Loa<Dead LoadfotaI Load W 40 Psf 25 Psf 65 Psf Page 2 OLb OLb Multi-Span Roof Beamf 94 Uniform Buildinl/. Code (91 NDS) 1 Ver: 5.01b BV: Merline, Van Dyke Eng on: 08-24-2001 : 08:01 :52 AM Proiect: k208 - Location: Stan & Sue Dyck Summary: '12 I 0...6 ~ (2) 1.75 IN x 16.0 IN x 33.0 FT (20 + 13) / Versa-Lam 2800 Fb DF - Boise Cascade Section Adequate By: 12.7% Controllinl/. Factor: Section Modulus / Depth Required 15.07 In · Laminations are to be fully connected to provide uniform transfer of loads to all members Left Span Deflections: Dead Load: Live Load: Total Load: Center span Deflections: Dead Load: Live Load: Total Load: Left End Reactions (Support A): Live Load: LL-Rxn-A= Dead Load: DL-Rxn-A= Total Load: TL-Rxn-A= Bearinl/. Lenl/,th Required (Beam only, Support capacity not checkedBL-A""' Center span Left End Reactions (Support B): Live Load: LL-Rxn-B= Dead Load: DL-Rxn-B""' Total Load: TL-Rxn-B= Bearinl/. Lenl/.th Required (Beam only, Support capacity not checkedBL-B= Center span Ril!.ht End Reactions (Support C): Live Load: LL-Rxn-C= Dead Load: DL-Rxn-C= Total Load: TL-Rxn-C= Note:Desip For Uplift Loads Rxn-C-min= Bearinl/. Lenl/,th Required (Beam only, Support capacity not checkedBL-C= Dead Load Uplift F.S.: FS= Beam Data: Left Span Lenl/,th: Left Span Unbraced Lenl/,th-Top of Beam: Left Span Unbraced Length-Bottom of Beam: Center span Lenl/,th: Center span Unbraced Length-Top of Beam: Center span Unbraced Lenf'llh-Bottom of Beam: Live Load Duration Factor: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Left Span Loading: Uniform Load: Roof Live Load: Roof Dead Load: RoofTributarv Width Side One: Roof Tributarv Width Side Two: Beam Self Weight: Wall Load: Total Live Load: Total Dead Load (Adjusted for Roof Pitch): Total Load: Center span Loading: Uniform Load: Roof Live Load: Roof Dead Load: DLD-Left= LLD-Left= TLD-Left= DLD-Center= LLD-Center= TLD-Center= L1= Lul-Top= Lul-Bottom= L2= Lu2- Top= Lu2-Bottom= Cd= RP= U U RLL-I = ROL-I= Trib-I-I= Trib-2-1 = BSW= Wall-I= wL-I= wD-I= wT-I= RLL-2= ROL-2= 0.16 0.35 0.51 -0.01 -0.09 -0.09 3055 1594 4648 1.48 7705 4227 11932 3.79 2110 697 2806 -375 0.89 1.5 20.0 0.0 20.0 13.0 0.0 13.0 1.15 o 240 180 30 15 6 6 18 o 360 180 558 IN IN = U691 IN = U471 IN IN = UI823 IN = UI647 LB LB LB IN LB LB LB IN LB LB LB LB IN FT FT FT FT FT FT : 12 PSF PSF FT FT PLF PLF PLF PLF PLF 30 15 PSF PSF Page: 2 Multi-Span RoofBeamf 94 Uniform Building Code (91 NDS) 1 Ver: 5.01b By: Merline. Van Dyke Eng on: 08-24-2001: 08:01:53 AM Project: k208 - Location: Stan & Sue Dyck RoofTributarv Width Side One: Trib-I-2= 6 FT RoofTributarv Width Side Two: Trib-2-2= 6 FT Beam Self Weight: BSW= 18 PLF Wall Load: WaIl-2= 0 PLF Total Live Load: wL-2= 360 PLF Total Dead Load (Adjusted for Roof Pitch): wD-2= 180 PLF Total Load: wT-2= 558 PLF Properties For: Versa-Lam 2800 Fb DF- Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc...,perp= 900 PSI Adjusted Properties Fb' (Compression Face in Tension): Fb'= 1949 PSI Adjustment Factors: Cd=1.l5 CI=O.63 Cf=0.97 Fv': Fv'= 328 PSI Adiustment Factors: Cd=1.l5 Design Requirements: Controlling Moment: M= -21533 FT-LB Over Right Support of Span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1.2 Maximum Shear: V= 6652 LB At Right Support of Span 1 (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1,2 Comparisons With Required Sections: Section Modulus: SreQ= 132.6 IN3 S= 149.3 IN3 Area: AreQ= 30.5 IN2 A= 56.0 IN2 Moment of Inertia: IreQ= 456.3 IN4 1= 1194.6 IN4 Multi-Span Roof Beam[ 94 Uniform Building Code (91 NDS) ]Ver. v5010375 By: Merline, Van Dyke Eng on: 08-24-2001 Project: k208 - Location: Stan & Sue Dyck Swnmary: (2) 1.75 IN x 16.0 IN x 33.0 FT (20 + 13) I Versa-Lam 2800 Fb DF - Boise Cascade Section Adequate By: 12.7% Controlling Factor: Sectio!1 Modulus I Depth Required 15.07 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Loadc~mbination shown: (;()ntrolling Shear/Moment/I)~lle~tio!lJ)iagrarn~_ 7000 5280 Ibs @ 20 ft - 3500 Shear (Ibs) 0 -3500 -7000 30000 -6652 lbs @ 20 ft --_.._~-- ,- 18147 ft-lbs@8 ft 15000 Moment (ft-Ib )0 -15000 -30000 -.6 -.3 Deflectio (in) 0 .3 .6 -21534 ft-Ibs @ 20 ft.J "~--~-~_. - -~--------- - .. -.---- -,,' _._.. ---.-.-, "-~--"--'-,- -.095 i @ 24.9 ft -~ , .509 in@ 9.2 ft Left Span = 20 ft Center span = 13 ft ControlliDlz Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 1,2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Deflection: Critical deflection created by combininllllJl dea<!l().!lds and live loads on span(s) I LOADING DIAGRAM 1 C 'I l~--. A I' w w Left Span = 20 ft :.. B '[ , , Center span = 13 ft Reactions Live LoatDead Loadfotai LoaIDDlift Load Page 2 A B C 3055 Lb 7705 Lb 2110 Lb 1594 Lb 4648 Lb 4227 Lb 11932 Lb 697 Lb 2806 Lb OLb OLb -375 Lb Left Soan Uniform Loading Live LoacDead Loa8elfWeil!:hlfotal Load W 360 Plf 180 Plf 18 Plf 558 Plf Center soan Uniform Loading Live Load:>ead Loa8elfWeil!:hlfotal Load W 360 Plf 180 Plf 18 Plf 558 Plf Multi-Span Floor Beamf AISC 9th Ed ASD 1 Vcr: 5.0Ib By: Merline. Van Dyke Eng on: 08-24-2001 : 08:10:44 AM Proieet: k208 - Location: Stan & Sue Dyck Summary: :,~c""... Ii) Pl.-bblL. Ce)..,J r-eA-u..., Cli. I~ all- M A36 W8x28 x 33.0 FT (13 + 20) Section Adequate By: 8.3% Controlling Factor: Moment ofInertia Left Span Deflections: Dead Load: DLD-Left= -0.02 IN Live Load: LLD-Left= -0.10 IN = U1627 Total Load: TLD-Left= -0.11 IN = U1432 Center span Deflections: Dead Load: DLD-Center= 0.23 IN Live Load: LLD-Center= 0.39 IN = U616 Total Load: TLD-Center= 0.62 IN = U390 Left End Reactions (Support A): Live Load: LL-Rxn-A= 2813 LB Dead Load: DL-Rxn-A= 1157 LB Total Load: TL-Rxn-A= 3970 LB Bearinl! Lenllth Required (Beam only, Support capacity not checkedBL-A= 0.94 IN Center span Left End Reactions (Support B): Live Load: LL-Rxn-B= 10273 LB Dead Load: DL-Rxn-B= 7020 LB Total Load: TL-Rxn-B= 17293 LB Bearing Lenllth Required (Beam only, Support capacity not checkedBL-B= 0.94 IN Center span Right End Reactions (Support C): Live Load: LL-Rxn-C= 4073 LB Dead Load: DL-Rxn-C= 2647 LB Total Load: TL-Rxn-C= 6719 LB Bearing Lenllth Required (Beam only, Support capacity not checkedBL-C= 0.94 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Lenllth: Ll= 13.0 FT .' .. Left Span Unbraced Lenllth-Top of Beam: Lul-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lul-Bottom= 13.0 FT Center span Lenllth: L2= 20.0 FT Center span Unbraced Lenllth- Top of Beam: Lu2-Top= 0.0 FT Center span Unbraeed Lenllth-Bottom of Beam: Lu2-Bottom= 20.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 360 Left Span Loading: Uniform Load: Floor Live Load: FLL-l= 40 PSF Floor Dead Load: FDL-l= 25 PSF Floor Tributary Width Side One: Trib-l-l = 6 FT Floor Tributary Width Side two: Trib-2-1 = 6 FT Beam Self Weight: BSW= 28 PLF Wall Load: Wall-l = 0 PLF Total Live Load: wL-l= 480 PLF Total Dead Load: wD-l= 300 PLF Total Load: wT-l= 808 PLF Center span Loading: Uniform Load: Floor Live Load: FLL-2= 40 PSF Floor Dead Load: FDL-2= 25 PSF Floor Tributary Width Side One: Trib-I-2= 6 FT Floor Tributary Width Side Two: Trib-2-2= 6 .FT Beam Self Weight: BSW= 28 PLF Wall Load: Wall-2= 0 PLF Page: 2 Multi-Span Floor Beamf AlSC 9th Ed ASD 1 Ver: 5.01b By: Merline, Van Dyke Eng on: 08-24-2001 : 08:10:45 AM Project: k208 - Location: Stan & Sue Dyck Total Live Load: wL-2= 480 PLF Total Dead Load: wD-2= 300 PLF Total Load: wT-2= 808 PLF Properties for: W8x28/A36 Yield Stress: Fv= 36 KSl Modulus of Elasticity: E= 29000 KSI Depth: d= 8.06 IN Web Thickness: tw= 0.28 IN Flange Width: bf= 6.53 IN Flange Thickness: tf= 0.47 IN Distance to Web Toe of Fillet: k= 0.94 IN Moment of Inertia About x-x Axis: Ix= 98.0 IN4 Section Modulus About X-X Axis: Sx= 24.3 IN3 Radius of Gyration of Compression Flange + 1/3 of Web: rt= 1.77 IN Design Properties per AlSC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.03 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 28.28 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced LenRth: Lb= 20.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 6.898 FT Limitinl!: Unbraced Length for Fb=.6*Fy w/ Cb: Lu= 7.851 FT Moment Gradient Bendinl!: Coefficient: Cb= 1.0 Allowable fb per ASD &In FI-6: FI-6= 8.43 KSI Allowable fb per ASD &In FI-7: FI-7= 9.25 KSI Allowable fb per ASD EQn FI-8: FI-8= 18.85 KSI Elastic Limit of ASD &In F 1-6: ELl-6= 17.556 FT Allowable Bending Stress: Fb= 18.85 KSI Web Heil!:ht to Thickness Ratio: h/tw= 25.0 Limitinll: Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.3 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Nominal Moment Strength: Mr= 38173 FT-LB Controlling Moment: M= -31209 FT-LB Over left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Nominal Shear Strength: Vr= 33078 LB Maximum Shear: V= 9640 LB At left support of span I (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1,2 Moment of Inertia: IreQ= 90 IN4 I= 98 IN4 Multi-Span Floor Beam[ AISC 9th Ed ASD ]Ver. v5010375 By: Merline, Van Dyke Eng on: 08-24-2001 Project: k208 - Location: Stan & Sue Dyck Summary: A36 W8x28 x 33.0 FT (13 + 20) Section Adequate By: 8.3% Controlling Factor: Moment ofInertia SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load comll!nation _sh_o\Vl1=-<:~l1troIIing SheartM-.<>me!1t1Qefle_ction Diagrams 10000 9640 Ibs @ 13 ft 5000 Shear (Ibs) 0 -5000 -10000 40000 .. -7653Ibs@ 13 ft ---------------------------- - -- -- ---- 26300 fi-lbs @ 25 ft. ': 20000 Moment (ft-Ib )0 -20000 -40000 -.7 -.35 Defleetio (in) 0 .35 .7 :-...- -.109 in , , ,... .. -31209 ft-Ibs @ 13 ft ____________ n_ ____._....__.__ 8.2 ft -.-----,.".--.-"... Left Span = 13 ft .615 in @23.8 Center span = 20 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 1,2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 1,2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 2 LOADING DIAGRAM . ~.. B 'I , Left Span = 13 ft '\'~-~~~----~--~~l 1 A I' w , Center span = 20 ft C 'I Reactions Live Load)ead Loadrotal LoaIDolift Load Page 2 A 2813 Lb 1157 Lb 3970 Lb 0 Lb B 10273 Lb 7020 Lb 17293 Lb 0 Lb C 4073 Lb 2647 Lb 6719 Lb 0 Lb Left SDan Uniform Loading Live Loa<Dead Loa8elfWeilZhffotal Load W 480 Plf 300 Plf 28 Plf 808 Plf Center SDan Uniform Loading Live Load>ead Loa8elfWeilZhffotal Load W 480 Plf 300 Plf 28 Plf 808 Plf Pall.e: 2 Multi-Span Floor Beamr 94 Uniform Buildinll. Code (91 NDS) 1 Ver: 5.01b By: Merline. Van Dyke Eng on: 08-24-2001: 08:15:37 AM Project: la08 - Location: Stan & Sue Dyck Wall Load: WalI-2= 0 PLF Total Live Load: wL-2= 480 PLF Total Dead Load: wD-2= 300 PLF Total Load: wT-2= 806 PLF Properties For: Versa-Lam 2800 Fb DF- Boise Cascade Bendinll: Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus ofElasticitv: E= 2000000 PSI Stress Perpendicular to Grain: Fc.JlCrp= 900 PSI Adjusted Properties Fb' (Compression Face in Tension): Fb'= 2562 PSI Adjustment Factors: Cd=l.OO CI=0.94 Cf=O.97 Fv': Fv'= 285 PSI Adiustment Factors: Cd= 1.00 Design Requirements: Controlling Moment: M= -31141 FT-LB Over left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) I. 2 Maximum Shear: V= 9620 LB At left support of span 2 (Center Span) Critical shear created bv combining all dead loads and live loads on span(s) I, 2 Comparisons With Required Sections: Section Modulus: Sreq= 145.9 IN3 S= 224.0 IN3 Area: Areq= 50.7 IN2 A= 84.0 IN2 Moment ofInertia: Ireq= 1309.1 IN4 1= 1792.0 IN4 Multi-Span Floor Beamf 94 Uniform BuildinJl Code (91 NDS) 1 Ver: 5.01b By: Merline, Van Dyke Eng on: 08-24-2001 : 08:15:36 AM Proiect: k208 - Location: Stan & Sue Dyck Summary: ;:;eCD,"-,(;) F~n.. Ce...,rd11.L..'.....<lt e;~1\""n-\ (3) 1.75 IN x 16.0 IN x 33.0 IT (13 + 20) I Versa-Lam 2800 Fb DF - Boise Cascade Section Adequate By: 36.9% ControlliDlI: Factor: Moment of Inertia I Depth Required 14.41 In * Laminations are to be fully connected to provide uniform transfer of loads to all members Left Span Deflections: Dead Load: Live Load: Total Load: Center span Deflections: Dead Load: Live Load: Total Load: Left End Reactions (Support A): Live Load: LL-Rxn-A= Dead Load: DL-Rxn-A= Total Load: TL-Rxn-A= BearinJl LenJlth Required (Beam only. Support capacity not checkedBL-A= Center span Left End Reactions (Support B): Live Load: LL-Rxn-B= Dead Load: DL-Rxn-B= Total Load: TL-Rxn-B= Bearing Length Required (Beam only, Support capacity not checkedBL-B= Center span Right End Reactions (Support C): Live Load: LL-Rxn-C= Dead Load: DL-Rxn-C= Total Load: TL-Rxn-C= BearinJl Length Required (Beam only. Support capacity not checkedBL-C= Dead Load Uplift F.S.: FS= Beam Data: Left Span Lenllth: Left Span Unbraced LenJZth-Top of Beam: Left Span Unbraced Length-Bottom of Beam: Center span Lenllth: Center span Unbraced LenJlth-Top of Beam: Center span Unbraced LenJlth-Bottom of Beam: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Left Span Loading: Uniform Load: Floor Live Load: Floor Dead Load: Floor Tributary Width Side One: Floor Tributary Width Side Two: Beam Self Weight: Wall Load: Total Live Load: Total Dead Load: Total Load: Center span Loading: Uniform Load: Floor Live Load: Floor Dead Load: Floor Tributary Width Side One: Floor Tributary Width Side Two: Beam Self Weight: DLD-Left= LLD-Left= TLD-Left= DLD-Center= LLD-Center= TLD-Center= L1= Lul-Top= Lul-Bottom= L2= Lu2-Top= Lu2-Bottom= V V FLL-I= FDL-I= Trib-I-I= Trib-2-1 = BSW= Wall-I = wL-I= wD-I= wT-l= FLL-2= FDL-2= Trib-I-2= Trib-2-2= BSW= -0.01 -0.08 -0.09 0.18 0.31 0.49 2813 1151 3964 0.84 10273 6983 17256 3.65 4073 2632 6705 1.42 1.5 13.0 0.0 13.0 20.0 0.0 20.0 360 360 40 25 6 6 26 o 480 300 806 IN IN = V2051 IN = VI807 IN IN = V777 IN = V493 LB LB LB IN LB LB LB IN LB LB LB IN FT FT FT FT FT FT PSF PSF FT FT PLF PLF PLF PLF PLF 40 25 6- 6 26 PSF PSF IT FT PLF Multi-Span Floor Beam[ 94 Uniform Building Code (91 NDS) ]Ver. v5010375 By: Merline, Van Dyke Eng on: 08-24-2001 Project: k208 - Location: Stan & Sue Dyck Summary: (3) 1.75 IN x 16.0 IN x 33.0 FT (13 + 20) I Versa-Lam 2800 Fb DF - Boise Cascade Section Adequate By: 36.9% Controlling Factor: Moment of Inertia I Depth Required 14.41 In SHEAR. MOMENT, AND DEFLECTION DIAGRAMS Load combination sh~~:_g2I1trolling S~ear!Mom()l1t1Qef1~ction Riagrllll!s 10000- 9620 Ibs @ 13 ft 5000 Shear (Ibs) 0 -5000 -10000 40000 ... -7637 Ibs @ 13 ft - ~----,,-_._-~..._--_..._---- -- -.--_..- 26243 ft-Ibs @ 25 ft --: 20000 Moment (ft-Ib )0 -20000 -40000 -.6 -.3 Deflectio (in) 0 .3 .6 f..- -.086 in , , , , , r-- -31142 ft-Ibs @ 13 ft -----.._"._~-~----_._--- 8.2 ft Left Span = 13 ft .487 in @ 23.8 ft i Center span = 20 ft ControlliOl! Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) I, 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 1,2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 2 LOADING DIAGRAM 1 A I' _l C 'I w w , Left Span = 13 ft ...--~ B 'I - Center span = 20 ft Reactions Live Load)eadLoadrotal LoaBJolift Load Page 2 A 2813 Lb 1151 Lb 3964 Lb 0 Lb B 10273 Lb 6983 Lb 17256 Lb 0 Lb C 4073 Lb 2632 Lb 6705 Lb 0 Lb Left SDan Uniform Loading Live LolKOead Loa8elfWeil!htfotal Load W 480 Plf 300 Plf 26 Plf 806 Plf Center SDan Uniform Loading Live LoadJead Loa8elfWeil!htfotal Load W 480 Plf 300 Plf 26 Plf 806 Plf Roof Rafterr 94 Uniform Building Code (91 NDS) 1 Ver: 5.01b By: Merline, Van Dyke Eng on: 08-24-2001 : 08:22:47 AM Proiect: Ja08 - Location: Stan & Sue Dyck Summary: e.-...P P-AF Tel2-S. 1.5 IN x 9.25 IN x 12.0 FT (Actual 17 FT) (aJ. 24 O.C. / Select Structural- DOUj!;las Fir-Larch - Dry Use Section Adequate By: 11.3% Controlling Factor: Moment of Inertia I Depth Required 8.93 In Rafter Span Deflections: Dead Load: Live Load: Total Load: Rafter End Loads and Reactions: Upper Live Load: Upper Dead Load: Upper Total Load: Lower Live Load: Lower Dead Load: Lower Total Load: Upper Equiv. Tributary Width: Lower Equiv. Tributary Width: Rafter Data: Interior Span: Eave Span: Rafter Spacing: Rafter Pitch: Roof sheathing applied to top of joists-Top of rafters fully braced. Live Load Deflect. Criteria: Total Load Deflect. Criteria: Rafter Loads: Roof Live Load: Roof Dead Load: Roof Duration Factor: Slope Adiusted Spans And Loads: Interior Span: Rafter Live Load: Rafter Dead Load: Rafter Total Load: Properties For: Select Structural- Douglas Fir-Larch Bending Stress: Shear Stress: Modulus ofElasticitv: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Cf-=1.10 Cr=1.15 DLD-Interior= LLD-Interior= TLD-Interior= LOADS: 180 PLF 127 PLF 307 PLF 180 PLF 127 PLF 307 PLF UTWeq= LTWeq= L= L-Eave= Spacing= RP= LL= DL= Cd= L-adj= wL-adj= wD-adi= wT -adj= Fb= Fv= E= Fc-perp= Fb'= 0.21 0.30 0.51 RXNS: 360 LB 255 LB 615LB 360 LB 255 LB 615 LB 6.0 6.0 12.0 0.0 24 12 L/ L/ 360 360 30 15 1.15 17.0 30 21 51 1450 95 1900000 625 2109 Fv': Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: 8.485 Ft from Left Support of Span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Maximum Shear: V= 435 At Right Support of Span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus: Area: Fv'= M= Sreq= S= Areq= A= 109 1844 IN IN = L/684 IN = L/401 FT FT FT FT INO.C. : 12 PSF PSF FT PLF PLF PLF PSI PSI PSI PSI PSI PSI FT-LB LB 10.49 IN3 21.39 . IN3 5.97 IN2 13.88 IN2 Page: 2 RoofRafterf 94 Uniform Building Code (91 NDS) 1 Ver: S.Olb By: Merline, Van Dyke Eng on: 08-24-2001 : 08:22:48 AM Project: k208 - Location: Stan & Sue Dyck Moment of Inertia: IreQ= 88.91 IN4 1= 98.93 IN4 Roof Rafter[ 94 Uniform Building Code (91 NDS) ]Ver. v5010375 By: Merline, Van Dyke Eng on: 08-24-2001 Project: k208 - Location: Stan & Sue Dyck Summary: 1.5 IN x 9.25 IN x 12.0 FT (Actual 17 FT) @ 24 a.c. / Select Structural- Douglas Fir-Larch - Dry Use Section Adequate By: 11.3% Controlling.!':lI.~tor: Moment ofInertia / Depth Required 8.93 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load com~inati()~sho:w!1: Controlling Shear/MomcntlD..cfle(;tion DiagrlU1ls 500 435 Ibs @ 0 ft 250 Shear (Ibs) 0 -250 -500 2000 1000 Moment (ft-Ib }O - 1000 -435 Ibs @ 17 ft - ~1844Lfklbs a 8 ft -2000 -.6 -.3 Deflectio (in) 0 .3 .6 .508 in @ 8.5 ft Rafter Span = 12 ft (16.97 ft) Controlling Load Cases: Shear: Critical shear created by combining aU dead loads and Jive loads on span(s) 2 Moment: Critical moment created by combining all dead loads and Jive loads on span(s) 2 Deflection: Critical deflection created by combinin~1 dead loads and live loads on span(s) 2 LOADING DIAGRAM 1 A I' J B 'I w Rafter Span = 12 ft (16.97 ft) Rafter Pitch: 12: 12 Page 2 Reactions Live Load)ead Loadfotal LoaIDolift Load A 360 Lb 255 Lb 615 Lb 127 Lb B 360 Lb 255 Lb 615 Lb 0 Lb Rafter SDan Uniform Loading Live Load)ead Loadfotal Load W 30 Psf 15 Psf 45 Psf RoofRafterf 94 Uniform Buildinl!. Code (91 NDS) 1 Ver: 5.01b By: Merline. Van Dyke Eng on: 08-24-2001 : 08:26:30 AM Proiect: k208 - Location: Stan & Sue Dyck Summary: Ti'...t901'= P-I\FTE:U.S TJI PRO 120TS 111.875 - Trus Joist-MacMillan x 12.0 FT (12 + 0)(Actuall7 F1) @24 O.C. Section Adequate By: 34.2% ControllinJ!: Factor: Allowable Deflection · Hoists were desiJl.lled for simple spans with a limited cantilever usinJ!: the ioist manufacturers published values. If the desil!.n does not match the actual ioist loading or span conditions in any way, contact the joist manufacturer for design verification. Rafter Span Deflections: Dead Load: Live Load: Total Load: Deflections (Positive Deflections used for design): Dead Load: Live Load: Total Load: Rafter End Loads and Reactions: Upper Live Load: Upper Dead Load: Upper Total Load: Lower Live Load: Lower Dead Load: Lower Total Load: Upper EQuiv. Tributary Width: Lower Equiv. Tributary Width: Rafter Data: Interior Span: Eave Span: Rafter Spacing: Rafter Pitch: Roof sheathinl!. applied to top of joists-Top of rafters fully braced. Live Load Deflect. Criteria: Total Load Deflect. Criteria: Rafter Loads: Roof Live Load: Roof Dead Load: Roof Duration Factor: Slope Adiusted Spans And Loads: Interior Span: Eave Span: Rafter Live Load: Rafter Dead Load: Rafter Total Load: Properties For: Tn PRO 120TS / 11.875- Trus Joist-MacMillan Depth: Moment Capacity: Shear Capacity: EI: End Reaction Capacity: Comparisons With Required Sections: Maximum Moment: Adiusted Moment Capacity: Maximum Shear: Adiusted Shear Capacity: EI Required: . EI: Maximum End Reaction: DLD-Interior= LLD-Interior= TLD-Interior= DLD-Eave= LLD-Eave= TLD-Eave= LOADS: 180 PLF 127 PLF 307 PLF 180 PLF 127 PLF 307 PLF UTWeq= L TWeq= L= L-Eave= Spacinw= RP= LL= DL= Cd= L-adi'" L-Eave-adi= wL-adi= wD-adi= wT -adj= 0.17 0.25 0.42 0.00 0.00 0.00 RXNS: 360 LB 255 LB 615 LB 360 LB 255 LB 615 LB 6.0 6.0 12.0 0.0 24 12 U L/ 360 360 30 IS US 17.0 0.0 30 21 51 D= 11.875 Mcap= 3430 Vcap= 1420 EI= 246000000 Rcap= ll20 IN IN = U684 IN = U401 IN IN '" 2L/O IN = 2UO FT FT FT FT INO.C. : 12 PSF PSF FT FT PLF PLF PLF IN FT-LB LB LB-1N2 LB M= 1844 FT-LB Mcap-adi= 3945 FT-LB V= 435 LB Vcap-adi= 1633 LB EI-reQ= 183342960 . LB-1N2 EI= 246000000 LB-1N2 Rmax= 615 LB Page: 2 Roof Rafterf 94 Uniform Building Code (91 NDS) 1 Ver: S.Olb Bv: Merline, Van Dyke Eng on: 08-24-2001: 08:26:31 AM Project: k208 - Location: Stan & Sue Dyck Adjusted Reaction Capacity: Rcap-adj= 1288 LB RoofRafter[ 94 Uniform Building Code (91 NDS) ]Ver. v5010375 By: Merline, Van Dyke Eng on: 08-24-2001 Project: k208 - Location: Stan & Sue Dyck Summary: TJI PRO 120TS / 11.875 - Trus Joist-MacMillan x 12.0 FT (12 + 0)(Actua117 F1) @ 24 D.C. Section Adequate By: 34.2% Controlling Factor: Allowable Deflection SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controlling ~~~ar/fvI~'!l_~nt/DeJl~cti(lU DllIK.l'llJ!ls 500 - 435 Ibs @ 0 ft 250 Shear (Ibs) 0 -250 -500 2000 1000 Moment (ft-lb)O -1000 -2000 -.5 -.25 DeOectio (in) 0 .25 .5 -435Ibs@ 17 ft-- 1844~ 8ft .422 in @ 8.5 ft Rafter Span = 12 ft (16.97 ft) ControllinlZ Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2, 3 Deflection: Critical deflection created by combining alJ dead loads and live loads on span(s) 2 LOADING DIAGRAM 1 A I' w J B ~I Rafter Span = 12 ft (16.97 ft) Rafter Pitch: 12 : 12 Page 2 Reactions Live LoadJead Loadfotal LoaIDDlift Load A 360 Lb 255 Lb 615 Lb 127 Lb B 360 Lb 255 Lb 615 Lb 0 Lb Rafter Span Uniform Loading Live LoadJead Loadfotal Load W 30 Psf 15 Psf 45 Psf RoofBeamf 94 Uniform Buildinll; Code (91 NDS) 1 Ver: 5.01b By: Merline. Van Dyke Eng on: 08-24-2001 : 08:38:23 AM Proiect: k208 - Location: Stan & Sue Dyck Summary: G AY2. f\'-" 17 0,," R.. &i6.l>t-ClI1r1L"S (2) 1.75 IN x 11.25 IN x 16.0 FT / Versa-Lam 2800 Fb DF - Boise Cascade Section Adequate By: 6.4% Controllinll; Factor: Moment of Inertia / Depth Required 11.02 In * Laminations are to be fully connected to provide uniform transfer ofloads to all members Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, Support capacity not checked): BL= Beam Data: Span: Maximum Unbraced Span: Pitch Of Roof: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Roof Loadinll;: Roof Live Load-Side One: Roof Dead Load-Side One: Tributary Width-Side One: Roof Live Load-Side Two: Roof Dead Load-Side Two: Tributary Width-Side Two: Roof Duration Factor: Beam SelfWeililit: Slope Adiusted Beam Loadinll;: Beam Uniform Live Load: Beam Uniform Dead Load Adjusted for Rafter Pitch: Total Uniform Load: Properties For: Versa-Lam 2800 Fb DF- Boise Cascade Bendinll; Stress: Shear Stress: Modulus ofElasticitv: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.I5 Cf=J.Ol Fv': Adiustment Factors: Cd=1.I5 Design Requirements: Controllinll; Moment: 8.0 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: At sUPpOrt. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: DLD= LLD= TLD= L= Lu= RP= U U LL1= DL1= TWI= LL2= DL2= TW2= Cd= BSW= wL= wD adi= -wT= Fb= Fv= E= Fc-perp= Fb'= Fv'= M= V= SreQ= S= Areq= A= Ireq= 0.18 0.32 0.50 1440 818 2258 0.72 16.0 0.0 o 360 360 30 15 6.0 o o 0.0 1.15 12 180 102 282 2800 285 2000000 900 3243 328 9034 2258 33.5 73.8 10.4 . 39.3 390.2 IN IN = U601 IN = U383 LB LB LB IN FT FT : 12 PSF PSF FT PSF PSF FT PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI FT-LB LB IN3 IN3 IN2 IN2 IN4 PlIl!.e:2 RoofBeam[ 94 Uniform Building Code (91 NOS) 1 Ver: 5.01h By: Merline. Van Dyke Eng on: 08-24-2001 : 08:38:24 AM Project: k208 - Location: Stan & Sue Dyck 1= 415.2 IN4 Roof Beam[ 94 Uniform Building Code (91 NDS) ]Ver. v5010375 By: Merline, Van Dyke Eng on: 08-24-2001 Project: k208 - Location: Stan & Sue Dyck Summary: (2) 1.75 IN x 11.25 IN x 16.0 FT / Versa-Lam 2800 Fb DF - Boise Cascade Section Adequate By: 6.4% Controlling Factor: Moment of Inertia / Depth Required 11.02 In SHEAR, MOMENT, AND DEFLECfION DIAGRAMS Load combination shown~c;(mtrolling _~~l:lIf(Mome~tlQenc:ctiQ~Di<igrams 3000 2258 Ibs @ 0 ft 1500 Shear (Ibs) 0 -1500 -3000 10000 5000 Moment (ft-Ib)O -5000 -10000 -.6 -.3 Deflectio (in) 0 .3 .6 -2259Ibs@ 16 ft- _________.___o '-'''___''__0_' '.__m...''''''.._____.'.._._''__'''''_..''_ ,,______.,._._...._______.__..____ 8ft .50 I in @ 8 ft ,,-"_. .-........ Span = 16 ft Controlling Load Cases: Shear: Critical shear created by combining all dead and live loads. Moment: Critical moment created by combining all dead and live loads. Deflection: Critical deflection created by combini!!jL all dead and live loads. LOADING DIAGRAM I. __~___ F A I' - .---u-------~------l - -- B 'I w , Span = 16 ft Reactions Live Loa<Dead Loadfotal LoaWDlift Load Page 2 A 1440 Lb 818 Lb 2258 Lb 0 Lb B 1440 Lb 818 Lb 2258 Lb 0 Lb Soan Uniform Loading Live Load:>ead LoAH"lfWeilzhffotal Load W 180 PIf 90 Plf 12 PIf 282 Plf May 23,2001 Department of Planning and Development Building Inspection Division City of Wheat Ridge 7500 West 29th Ave. Wheat Ridge, CO 80215 To Whom It May Concern: 'f fu(Yl! Pof ~" G/~1 ~(f",ifh5 Off In May, 2000 Garages Unlimited secured a building permit (#10569) to build a garage on our property at 3159 Depew Street. They never did build the garage and are currently under investigation for fraud by the Jefferson County Attorney's office. Because of these circumstances, we would request an extension to the permit and the variance. Thank You. ?\QG.~ C~ - bUL \\\tdQ . \ \nQcn.,~.UG \ ~- ~~~~''fus ~~~ 303- alL\,()l\~q j:,," 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: 10569 Date: 5/23/2000 Property Owner: Property Address: 3159 DEPEW STREET Contractor License No. : 20377 Company: Garages Unlimited, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 901-9279 Phone: 781-1100 (OWNER)(CONTRACTOR) SIGNED DATE Total: $33,000.00 $472.55 $307.16 $495.00 $1,274.71 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 (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description: Detached garage 24 X 33. (5/31/01--6 MONTH EXTENSTION PER DARIN TO EXPIRE 11/31/01) BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : "variance" See attached resolution, see attached condition, RE: shed removal prior to C.O. OK per comments, no electrical, mechanical part of permit 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: (4) (5) (5) 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 Rid~e, 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 pennit. 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 . ance of a p rmit 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 ildin or any other ordinance, law, rule or regulation. (1) (2) (3) City of Wheat Ridge Fax TranSmittal 7500 West 29th Avenue * Planning: Public Works: Bui Idi ng Department Fax: Wheat Ridge, CO 80215 Phone # (303) 235-2846 Phone # (303) 235-2861 Phone # (303) 235-2855 Phone # (303) 235-2857 DATE: ll{l. ;$, e76?rO Name: &-R-g Organization: Fax: Phone: 077/- h1ttc JH~ ~1JCl From: Kristv Shutto (Buildinq Deoartment Secretary) Department: Subject: Planning .0 Building Dept. ~ Public Works 0 # .of Pages: Comments: o Contractors License Application 0 Class I 0 Electrical o Fee Schedule 0 Building Permit Avvlication t4 Other: 'EtcfJ _~.<.:I -# lOst". '1 ([ncluding cover page) ,;; _3/5{1 LG,PU'_) ~I Original to follow in the mail o Yes !J(No 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: 10569 Date: 5/23/2000 Property Owner: Property Address: 3159 DEPEW STREET Contractor License No. : 20377 Company: Garages Unlimited, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 901-9279 Phone:~ 1$1~/I()O (OWNER)(CONTRACTOR) SIGNED DATE Total: $33,000.00 $472.55 $307.16 $495.00 $1,274.71 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 r assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Use: Description: Detached garage 24 X 33 BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: "variance" See attached resolution, see attached condition, RE: shed removal prior to C.O. OK per comments, no electrical, mechanical part of permit Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approvai : 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 Rid!:le, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authOrized tS 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 issu e 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 d g co es ny other ordinance, law, rule or regulation. (1) (2) (3) TO~-------;V~-;:'~~~=- 1'''-: TI~;-/ .rAN'; P FROM- :;r-rr-;:O-lAREACODE~~;77F ~6tl ~ ~ ~~;::?t~~= /.~_;_I._.._~__ 9../._7_ M ,/ ~_je/l.- _;~ u_ E M ~ -}/T'2-~<::c,'_-~;:!dtA. ;; ~~ I ~ i ---=-~==~~=-- - - _ _ # ~ o I "IGN'.D : PHONEOD CALL IJ AETURNED.D. lWANTSTO 1:JTwllLCA.L.L. C.=r1.-!. \~~~-I~-(-~-i-.I-~~~.~~l.:'rT! BACK L.n C~~ -----.:~~__~~~!g~~__.:..__:_~P;~l~!'l_____::_::_i' __:::::.:1__ ____:~ I 1'-10" 16'-4" r.---- ~- I 1 I I 1 I I I I I r------------------- I I I I I I ;0 'I . ..q- N 8" INDICATES P.T. SILL PLATE, TYP. - 19'-4t1 30" x30" x 12" DEEP RCP W/ (3)-#4 BOTTOM EA. WAY GARAGE 4" CONC. SLAB ON GRADE, REINF. wi 6X6 W1.4 X W1.4 WWF AT MID-DEPTH, CONST. JOINTS AT UAX. 12' o.C. APP~~_ L1N~ OF ~~C~~N~D_ ::E_ :LO: _1_ I I I I I L_ ~------------------ 0) r--------f------~l ~- ------ --------------- -~ I I : I I ~ ~ : I :;00 I ~~ : I 0(') I 8 ~ : I I 30 I I 9'-1" - g ~ 3'-3" ~~ I I I I I I I I I . I I I I I .1 I I 1 I I I I I I I I I I I I I I I I I I I I I I _ _" _ _ _ _ _ _ _ J j .01 I I ON I ,-J I I ~ I ~I r- I L-, I I I I I I I I ~ I I 1 ___...J I I I I I I I r-- L____ ~ 1.,..- I (x) 6" -I") I .1") 10'-4" 1'-8" t . 1 ~ - 2x4 CaNT. PLATE WITH 1/2"0 x lOll ANCHOR AT 4'-Otl o.e. AND 1'-0" FROM EACH SIDE OF EACH CORNER r-~~-.--- t.o .~ CD. 8" x <( ~ ; 8" to n ...- I -01 -~ N // STEP T.O. W. PER GRADE ~ I L-, I I L----. :A i'JJ7 I ~ 46"x46"xI2" DEEP ReF I WI (4)-#4 BOTTOM EA. WAY 24"x24"x12" DEEP RCP W/(3)-#4 B0T10M EA. WAY -~ f-j 101 L_..J .0 I "I"") ~ I } ; CXJ 33'- 0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" W12x22 PROVIDE 2x6 STUD WALL (3)-' TRIM STUDS EACH END . 611 CONC. STEM WALL 1/2" EXPANSION JOINT 4" CONCRETE FLOOR SLAB ~ ,l (2 )-11 7/S- lVL 0) ----....--- cj 0 .(.0 @ 0 (2)- TRIM STUDS EACH END L/") N 0 0::: 0.... ............ =s I- ZC() ............ ,........ ;:: _(3}-11_lj!:J:.~ FLUSH)_ _ ..... ~I ~I <..> ~I 0 .<.0 ~: @ --0 l.!1 - ~ N ---------- 0 n:::: 0.... "- I =s l- I I I co ............ r- ::: (2)-REINF. BARS CONTINUOUS _W.!.4x43 (Q~~)_ _ _ _ _ _ _ _ _ __ (;. S. '?-. ""f\:) ~. sCJ ~~ ,~ ~ o :Z .::::) 0..- r I- <..> o -(0 @ o L() L() o n:::: 0..- '----.. =s I- OCXJ ~ ~ ~<;; ,?:G .~ S0S ^'~ s -? ~ ~ @ f.> '" ~<\) G.; " -?' C).: & FLOOR FRAMING PLAN SCALE: 1/4" ~ 1'-0" ci o ; ..q- N @ (.f) n:::: w I- l4.. <( a:: o ~ N ROOF FRAMING PLAN to I M N I I ,......,. N """'" NOTES: DOWELS 12" o.c. BEND AS SHOWN) EXTEND TO TOP OF WALL (2)-#4 GR. 60 BARS TOP & BOTTOM, MIN. 311 AND MAX. 6" BETWEEN BARS AND TOP OR BOTTOM OF WALL 1== --W-- 1= == ., -=ill--W U-W-I -=W=III 11f1ttt! _ =W=~I .1 u- 1:=111 4 · J II=-J I =1 1 I:=:I UI=II F 11:-~1I1 111-=111=1 I -111--1 --:W-l' 11--" - == - - == =JJ==II" ,I J--III-] 11=111--"III=:III=~-III==1 i '-~-:lll==~i= III-Jl--_" ~'1t. - 4" CONCRETE FLOOR SLAB MONO SLAB SECTION co 2x4 CONT. P. T. PLATE WITH 1/211 f/J X 10" ANCHOR AT 4'_0" o.c. AND 1'-0" FROM EACH SIDE OF EACH CORNER (2)-REINF, BARS CONT. DOWELS 36" o.c. BENT AS SHO\AN, EXTEND TO TOP OF WALL }- 18" ~t FOOTING BEYOND REINFORCED CONCRETE PAD SEE PLAN FOR DIM. AND REINF, COLUMN FOOTING FOUNDATION 8d @ 611 o.C. TO BLOCKING --- NAIL ROOF SHEA THING W / 8d @ 6" o. c. AT PANEL EDGES & 12" o.C. FIELD SOLID BLOCK FROM TOP PLATE TO ROOF SHEATHING BETWEEN TRUSSES OR RAFTERS HEADER PER SCHED. (1)- TRIM STUD & (1 )-KING STUD EA. END UNLESS NOTED OTHERWISE (2)-#4 GR. 60 BARS TOP & BOTTOM. MIN. 3" AND MAX. 6" BETWEEN BARS AND TOP OR BOTTOM OF WALL BY OTHERS - 4" CONCRETE FLOOR SLAB I ;00 ~ MONO SLAB SECTION (2)-BARS CONT. HORIZ, TOP & BOT., CONTINUE 2' AROUND CORNER OR LAP 2' W/ BENT CORNER BARS AS SHOWN --I 2' MIN I-- LAP FOUND A TION WALL CORNER REINFORCING RIDGE BOARD PER PLAN ROOF RAFTERS OR TRUSSES PER PLAN ..- FLOOR SHEA THING FLOOR JOISTS SIMPSO~~ TYPE .. A35" CLIP AT EACH RAFTER RAFTER/FLOOR JOIST TO WALL CONNECTION WALL WINDSHEAR SHEATHI~~G: o PROVIDE 3/8" aSB BOTH SIDES OF STUD FRAMING. ATTACH \NlTH 8d COMMONS @ 4" o.c. EDGE AND 12" O.c. FIELD. PROVIDE 3/8" OS8 ONE SIDE OF STUD FRAMING. ATTACH \NlTH 8d COMMONS @ 6" o. c, EDGE AND 12" o. c. FIELD. 1. STEP T.O.W. WALL PER GRADE @ WALL 2x12 RIDGE BOARD 2. . INDICATES LOCATION OF SIMPSON TYPE "PHD2" HOLDDOWi\J .. (:> 'I S1RUClURAL DESIGN CRITERIA UXA lION: 3159 DEPEW, WHEAT RIDGE, COLORADO APPUCAII.E CODES AN> STANDARDS: UNIFORM BUILDING CODE. 1997 EDITION CITY OF WHEAT RIDGE BUILDING CODE. ASIC MANUAL OF STEEL CONSTRUCTION. 9TH EDITION ACI-318-89 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" TIMBER CONSTRUCTION MANUAL AMER INST OF TIMBER CONST, 3RD ED. fOJNOA lION: SOIL BEARING PRESSURE BASED ON ASSUMED SUBSURFACE CONDITIONS. FOUNDA TION EXCAVATION TO BE INSPECTED PRIOR TO FOOTING CONSTRUCTION TO VERIFY SOIL BEARING ASSUMPTIONS. DESIGN CRITERIA: MAXIMUM CONTACT PRESSURE = 1,500 PSF MINIMUM BEARING PRESSURE ~ N/ A ALL FOOTINGS TO BEAR ON UNDISTURBED BEDROCK OR COMPACTED FILL ROEORCED CONC:aE1E: 3000 PSI COMPRESSIVE STRENGTH, TYPE I OR TYPE II PORTLAND CEMENT. REINFORCING: USE NO. 5 GRADE 60 UNLESS NOTED OTHERWISE. MINIMUM REINFORCING COVER: CONCRETE CAST AGAINST EARTH: 3" CONCRETE IN FORMS EXPOSED TO EAR TH: 1-1 It' SLABS AND WALLS NOT EXPOSED TO WEATHER: 1" EXPANSION ANCHORS: HIL TI KWIK BOLT II OR EQUAL R V'I IONS DATE REMARKS 5/8/00 LIGHT STORAGE RATING 5655PLAN.DWG .... o o o N ZLL(J) <(OZ --.J0<1: O-et::.-J 0- 6~c..? I-et::Z <(02 00<1: Z--.Jcr: :)LLLL o LL o~ W CI '-' <(u <( ~~ ~3:g~ <(wo '-'CLU W OCWLO WmC>~ ILOCLO ()r-~I <(tl1 8 t- t- W ~o z o ~r- U w J o cr: CL 1UD: NON STRUCTURAL SAWN TIMBER TO BE HEM FIR NO. 2 OR BETTER (Fb = 850, Fv = 75, Fe = 1250, E = 1,300,000) STRUCTURAL SAWN TIMBER (FLOORS OR RAFTERS) TO BE DOUG FIR NO, 2 OR BETTER. (Fb = 875. Fv = 95, Fe = 1300. E = 1,600,000) JOISTS AND RAFTERS MAY BE HEM-FIR #2 WHEN SPANS ARE CHECKED FOR THIS SPECIES. WALL STUDS TO BE HEM-FIR STUD GRADE UP TO 8'-0" & HEM-FIR #2 GREATER THAN 8'-0", ALL LAMINATED VENEER LUMBER (L VL) MEMBERS TO BE IN COMPLIANCE WITH LATEST SPECIFICATIONS SET FORTH BY MANUFACTURER. (Fb = 2600, F v = 285, E = 1.900,000) GLULAM BEAMS TO BE 24F-V4 OR EQUAL DESIGN lOADS: ROOF SNOW LOAD ~ 30 PSF iOFT LIVE LOAD = 125 PSF - LIGHT STORAGE LOFT DEAD LOAD ~ 15 PSF \1W) DESIGN atllERA: 90 MPH, EXPOSURE B SlRUClURAL SlEEL: STRUCTURAL STEEL TO BE ASTM A36 U.N.O. ADJUST ABLE STEEL PIPE COLUMN DIAMETERS ACTUAL. co.1RAC'D 10 FELD VEIIfY ALL DMENSD6 SHOWN BEfORE BEGIIfMi CONSlRUCTM:>>4. ',1RUClURAL f1WING NOlES: MINIMUM SHEATHING REQUIREMENTS: ROOF SHEATHING SHALL BE 1/2" AP A RATED SHEATHING, 32/16. EXPOSURE 1, PLYWOOD OR OSB. FLOOR SHEA THING SHALL BE 3/4" AP A RATED STURD-l- FLOOR, 40/20, EXPOSURE 1, PLYWOOD OR OSB. ;'t:q_L S!lCATf4INJ SHALL BE 3/8" AP A RATED SrlE A rHING. 24/0. EXPOSURE 1, PLYWOOD OR OSfJ. ALL PANEl S OF ALL EXTERIOR WALLS SHALL BE SHEATHED. A SHEATHED - WALL ELEMENT OF MIN. 4 FEET WIDE SHALL BE INSTALLED A f EACH CORNER OR AS CLOSE THERETO AS POSSIBLE. (SHEATHING OF ANY MATERIAL THAT HAS BEEN TESTED AND APPROVED BY AN INDEPENDENT TESTING AGENCY MAY BE SUBSTITUTED FOR APA RATED SHEATHING. THE SUBSTITUTE SHEA THING SHALL PROVIDE RACKING SUPPORT EQUIVALENT TO THE SPECIFIED APA RATED SHEATHING,) BRACED WALL LINES SHALL NOT EXCEED 25'-0" ON CENTER AS PER 1997 UBe 2320.4.2. P ANEL INSTALLATION AND SUPPORT: NAIL ALL PANELS WITH Bd COMMON @ 6"oc AT PANEL EDGES AND 12"oc FIELD OR PER WIND LOAD PATH DETAIL ON PLAN. PANELS SHALL BE INSTALLED WITH LONG DIMENSION OR STRENGTH AXIS ACROSS SUPPORTS, (NOT REQUIRED WITH WALL PANELS). APPROVED STAPLES MAYBE SUBSTITUTED FOR NAILS. PROVIDE 1/8" SPACING AT ALL PANEL EDGES. PROVIDE FULL DEPTH BLOCKING FOR WALL PANEL EDGES AT MAX. 8 FEET ON CENTER. 2. BEARING WALL HEADERS, U.N.O, ON PLAN: CLEAR SPAN 4'-6" OR LESS: CLEAR SPAN GREATER THAN 4'-6": (2)- 2X8 (2)-2X10 BEARING HEADERS SHALL BE SUPPORTED ON MINIMUM (1)-2X TRIM STUD AND (1)~2X KING STUD U.N.O. 4. BEARING POSTS MUST STACK TO BEAM OR FOUNDATION BELOW. PROVIDE FULL DEPTH SOLID BLOCKING AT ALL FLOORS BELOW POSTS. 3. 5. ALL ROOF RAFTERS AND TRUSSES SHALL BE FASTENED TO DOUBLE TOP PLA TES WITH SIMPSON H2.5 OR EQUIVALENT TIES. 6. ROOF OVERHANG AT GABLE WALL SHALL BE FLAT 2X6 @ 24" oc \NlTH MAXIMUM OVERHANG ~ 2'-0", U.N.O. ON PLAN. 7. MINIMUM NAILING OF ALL FRAMING MEMBERS AND JOINTS SHALL BE PER 1994 UNIFORM BUILDING CODE TABLE NO. 23-1- Q. 8. FLOOR JOISTS SHALL HAVE FULL DEPTH BLOCKING OR BRIDGING AT MAXIMUM 8'-0"oe, AT BEARING WALLS ABOVE, AND AT CANTILEVER BEARING POINTS. 9. BEAM SPLICES MUST BE LOCATED OVER BEARING POINTS U.N.O. ON PLAN. 1 O. FOUNDATION SILL PLATES AND ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH PRESERVATIVE OR BE OF WOOD SPECIES WITH NATURAL RESISTANCE TO DECAY. SUCH SPECIES INCLUDE CALIFORNIA REDWOOD AND WESTERN CEDAR. 11. EXTERIOR WALL SHEATHING SHALL BE FASTENED ACROSS FLOOR FRAMING IN ORDER TO TRANSFER WIND LATERAL LOADS TO FOUNDATION WALLS. PROPRIETARY WALL SHEATHING PRODUCTS SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. " U) ~ U s;: ~ ~ U) C-' ~ ~ ~ ~ ,........ a ~ ........ a C-' (() Z J....- ~ ~O ~~(() ~ (J)O:::'~ O~ ;J:~(Q ~ ~Ol ~ lL..UQ) ......J ~ ~ ~ ~'" J....-W-." 01") ~ 0 "'~a U .-01") ~ Q)~~ '- 1 F1 OF 1 16' - 4" - - - - .-. ~ - ~ - ~ ---- ....... ....... .- 19'-411 30" x30" x12" DEEP RCP W/ (3)-#4 BOTTOM EA. WAY GARAGE 4" CONC. SLAB ON GRADE, REINF. wi 6X6 W1,4 X W1.4 WWF AT MID-DEPTH, CONST. JOINTS AT MAX. 12' o.c. 5 P.T. SILL PLATE. TYP. JNE OF THICKENED EDGE B~~: _1_ 2x4 CONT PLATE WITH 1/2" 0 x 1 OJ! ANCHOR AT 4'-0" o.c. AND 1'-0" FROM EACH SIDE OF EACH CORNER DOWELS 12" o.c. BEND AS SHOWN, EXTEND TO TOP OF WALL t-l0" 1 10'-4" . t 1'-8" t ; ...- I .01 r - - - - - - -..- - - - - --1 ~-- ---------------------- ~ I I : I I ~ ~ : I :;00 I ~ ~ : I 0(') I S~ : I I a 0 I I 9'_111 - 8 ~ 3'-3" ~~ 8" X <t ~ (2)--#4 GR. 60 BARS TOP & BOTTOM, MIN. 3" AND MAX. 6" BETWEEN BARS AND TOP OR BOTTOM OF WALL ;:w ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _________J I ----,-1 I I ~ I I r- I L..-, I I I I I I I I ~ I -n I I .n -----1 _ _._ ..J r81 I L-, I I L----. :A - - i'JJ7 r ~ 46"x46"xI2" DEEP Ref' ~ wi (4)-#4 BOHaM E\. WAY CD. OtO n I -01 I I .N -~ N STEP T.O. W. PER GRADE ~ lt~ MONO SLAB SECTION 6" I -co I 24"x24"x12" DEEP RCP I W/(3)-#4 BOTTOM EA. WAY I I I I I r-- L____ -1-1 101 L_..J I I I I I ____.-----J .0 I -I"") ~ I ~ CXJ . J -~ 6" CONC. STEM WALL 33' --.0" . 1 /2" EXPANSION JOINT 4" CONCRETE FLOOR SLAB W12x22 FOUNDATION PLAN SCALE: 1/4" = l' -0" PROVIDE 2x6 STUD WALL (3)- TRIM STUDS EACH END 2x12 RIDGE BOARD CD (2}-11 7/S- LVL 0) (2)--REINF. BARS CONTINUOUS +- 18" -~ ~ d:' <v~ s ^~<:;) c:;" ~ ~ <-J r ;:00 ~ 2x4 CONT. P.T. PLATE WITH 1/2"~ x 10" ANCHOR AT 4'-011 o.c. AND 1'-0" FROM EACH SIDE OF EACH CORNER (2)-REINF. BARS CONT. . DOWELS 36" o.c. BENT AS SHOWN, EXTEND TO TOP OF WALL FOOTING BEYOND REINFORCED CONCRETE PAD SEE PLAN FOR DIM. AND REINF. (2)- TRIM STUDS EACH END COLUMN FOOTING FOUNDATION o Ct::. 0... ~ =:; I- ICXJ "- I"'-- ~ @ ..... 11), QI ~I 8. o. ~ -------~ ~ I I- I I NAIL ROOF SHEATHING W / 8d @ 6" o. c. AT PANEL EDGES & 12" o.c. FIELD <..> o - c..o @ '___0 I1J N 8d @ 6" o.c. TO BLOCKING ---- ;: co ~ I"'-- ~ SOLID BLOCK FROM TOP PLATE TO ROOF SHEATHING BETWEEN TRUSSES OR RAFTERS ----------- S ",-0\;) c., ~ ~ ~ ..... (/) I~ ~I...... --~m ~' Q HEADER PER SCHED. (1)- TRIM STUD & (1 )-KING STUD EA. END UNLESS NOTED OTHERWISE FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" ""-.- FLOOR SHEATHING / FLOOR JOISTS BY OTHERS (2)-#4 GR. 60 BARS TOP & BOTTOM, MIN. 3" AND MAX. 6" BETWEEN BARS AND TOP OR BOTTOM OF WALL 4" CONCRETE FLOOR SLAB MONO SLAB SECTION (2)--BARS CONT. HORIZ, TOP & B01., CONTINUE 2' AROUND CORNER OR LAP 2' W/ BENT CORNER BARS AS SHOWN --I 2' ~IN I LAP r FOUNDATION WALL CORNER REINFORCING RIDGE BOARD PER PLAN ROOF RAFTERS OR TRUSSES PER PLAN SIMPSON TYPE "A35" CLIP AT EACH RAFTER RAFTER/FLOOR JOIST TO WALL CONNECTION NOTES: WINDSHEAR SHEATHING: WALL 0) PROVIDE 3/8" OSB BOTH SIDES OF STUD FRAMING. ATTACH WITH 8d COMMONS @ 4" o.C, EDGE AND 12" o.c. FIELD. WALL @ PROVIDE 3/8" OSS ONE SIDE OF STUD FRAMING. ATTACH WITH 8d COMMONS @ 6" o.c, EDGE AND 12" o.c. FIELD. 1. STEP T.O.W. WALL PER GRADE 2, . INDICATES LOCATION OF SIMPSON TYPE "PHD2" HOLDDOWN ROOF FRAMING PLAN <J~ , J I' ~ S1RUC1lItAL DESIGN CRITERIA lOCA'ROtC 3159 DEPEW. WHEAT RIDGE, COLORADO APPUCAaE ,CODES MI> STANDARDS: UNIFORM BUILDING CODE, 1997 EDITION CITY OF WHEAT RIDGE BUILDING CODE. ASIC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION ACI-318-89 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" TIMBER CONSTRUCTION MANUAL, AMER INST OF TIMBER CaNST, 3RD ED. FCDIlA'ROtC SOIL BEARING PRESSURE BASED ON ASSUMED SUBSURFACE CONDI110NS. FOUNDATION EXCAVATION TO BE INSPECTED PRIOR TO FOOTING CONSTRUCTION TO VERIFY SOIL BEARING ASSUMPTIONS. DESIGN CRI1ERIA: MAXIMUM CONTACT PRESSURE = 1,500 PSF MINIMUM BEARING PRESSURE = N/ A ALL FOOTINGS TO BEAR ON UNDISTURBED BEDROCK OR COMPACTED FILL RElhlORCED CONCRE1E: 3000 PSI COMPRESSIVE STRENGTH, TYPE I OR TYPE II PORTLAND CEMENT. REINFORCING: USE NO. 5 GRADE 60 UNLESS NOTED OTHERVVlSE. MINIMUM REINFORCING COVER: CONCRETE CAST AGAINST EARTH: 3" CONCRETE IN FORMS EXPOSED TO EARTH: 1-1/2" SLABS AND WALLS NOT EXPOSED TO WEATHER: 1 tI EXPANSION ANCHORS: HIL TI KWIK BOLT II OR EQUAL REVI SI ( 01\ TE RE 5/8/00 LIGHT STORAGf --- -.--.--- -_.,------- -------------- 5655PLAr'~ . ~ ZLL(f) <(OZ ~O<( (Lo:::.~ (L ~~0 ~o:::Z <(02 00<( Z~o::: :::>LLLL o LL lIItOt NON STRUCTURAL SAWN TIMBER TO BE HEM FIR NO. 2 OR BETTER (Fb = 850, Fv = 75, Fe = 1250, E = 1,300,000) STRUCTURAL SAWf'J TIMBER (FLOORS OR RAFTERS) TO BE DOUG FIR NO. 2 OR BETTER. (Fb = 875, Fv = 95, Fe = 1300, E = 1,600,000) JOISTS AND RAFTERS MAY BE HEM-FIR #2 WHEN SPANS ARE CHECKED FOR THIS SPECIES. WALL STUDS TO BE HEM-FIR STUD GRADE UP TO 8'-0" & HEM-FIR #2 GREATER THAN 8'-0". ALL LAMINA TED VENEER LUMBER (L VL) MEMBERS TO. BE IN COMPLIANCE WITH LA TEST SPECIFICATIONS SET FORTH BY MANUFACTURER. (Fb = 2600, Fv = 285, E == 1,900,000) GLULAM BEAMS TO BE 24F-V4 OR EQUAL W04 LOADS: , ROOF SNOW LOAD = 30 PSF '..~f ~~D L?;~ e= 1~ r2[ - CQg~i ~1~f)L?~~n=_1~~ ~~~ - LIGHT ~ .D DESIGN CRttERA: 90 MPH, EXPOSURE B SlftUClURAL Slm: STRUCTURAL STEEL TO BE ASTM A36 U.N.O. ADJUSTABLE STEEL PIPE COLUMN DIAMETERS ACTUAL. cal1RACl(Il TO FB.D \UIY ALL DIOSIONS SHOWN BEfORE BEGtIING CONS1RUC~. t ~;1RUC1UIAL AWING NOlES: MINIMUM SHEATHING REQUIREMEI~TS: ROOF SHEATHING SHALL BE 1/2" AP A RATED SHEA lHINGI 32/16, EXPOSURE 1, PLYWOOD OR OS8. FLOOR SHLA THING SHALL BE 3/4" APA RATED STURD-I--FLOOR, 40/20, r\'DnQ~JRE 1, PLYWOOD OR ass. WAL!.. SHEATH:NC SHAl..L Be: 0':~" .' p.\ RATEll EXPOSURE 1 , PLYWOOD OR OSB. ALL PANELS OF ALL EXTERIOR WALLS SHALL BE SHEATHED. A SHEATHED WALL ELEMENT OF MIN. 4 FEET WIDE SHALL BE INSTALLED AT EACH CORNER OR AS CLOSE THERETO AS POSSIBLE. (SHEATHING OF ANY MATERIAL THAT HAS BEEN TESTED AND APPROVED BY AN INDEPENDENT TESTING AGENCY MAY BE SUBSTITUTED FOR APA RATED SHEATHING. THE SUBSTITUTE SHEATHING SHALL PROVIDE RACKING SUPPORT EQUIVALENT TO THE SPECIFIED APA RA TED SHEATHING.) BRACED WALL LINES SHALL NOT EXCEED 25' -0" ON CENTER AS PER 1997 UBC 2320.4.2, P ANEL INSTALLATION AND SUPPORT: NAIL ALL PANELS WITH 8d COMMON @ 6"oc AT PANEL EDGES AND 12"oc FIELD OR PER WIND LOAD PATH DETAIL ON PLAN. PANELS SHALL BE INSTALLED WITH LONG DIMENSION OR STRENGTH AXIS ACROSS SUPPORTS, (NOT REQUIRED WlTH WALL PANELS). APPROVED STAPLES MAY BE SUBSTITUTED FOR NAILS. PROVIDE 1/8" SPACING AT ALL PANEL EDGES, PROVIDE FULL DEPTH BLOCKING FOR WALL PANEL EDGES AT MAX. 8 FEET ON CENTER. 2. BEARING WALL HEADERS, U.N.O. ON PLAN: CLEAR SPAN 4'-6" OR LESS: CLEAR SPAN GREATER THAN 4'-6": (2)- 2X8 (2)-2X10 -_......_-~..-.~~--~_-. ---------------------- _ _Wl~(:Q~OPPED)- _ _ _ _ __ _ _ __ __ (;. s. ~' ~\:) ~' 'JG " G,j ,,\~ ~ U d l "'l:t" N @ U1 0::: W I- u... <!: n::: 0 ';< ~ N BEARING HEADERS SHALL BE SUPPORTED ON MINIMUM (1)- 2X TRIM STUD AND (1)-2X KING STUD U,N.O. 4. BEARING POSTS MUST STACK TO BEAM OR FOUNDATION BELOW. PROVIDE FULL DEPTH SOLID BLOCKING AT ALL FLOORS BELOW POSTS, 3. 5. ALL ROOF RAFTERS AND TRUSSES SHALL BE FASTENED TO DOUBLE TOP PLATES WITH SIMPSON H2,5 OR EQUIVALENT TIES. 6. ROOF OVERHANG AT GABLE WALL SHALL BE FLAT 2X6 @ 24"oc WITH MAXIMUM OVERHANG = 2'-0", U.N.O. ON PLAN. 7. MINIMUM NAILING OF ALL FRAMING MEMBERS AND JOINTS SHALL BE PER 1994 UNIFORM BUILDING CODE TABLE NO. 23-I-Q. 8. FLOOR JOISTS SHALL HAVE FULL DEPTH BLOCKING OR BRIDGING AT MAXIMUM 8'-0"oc, AT BEARING WALLS ABOVE, AND AT CANTILEVER BEARING POINTS. 9. BEAM SPLICES MUST BE LOCATED OVER BEARING POINTS U.N.O. ON PLAN. 1 O. FOUNDATION SILL PLATES AND ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH PRESERVATIVE OR BE OF WOOD SPECIES WITH NATURAL RESISTANCE TO DECAY. SUCH SPECIES INCLUDE CALIFORNIA REDWOOD AND WESTERN CEDAR. 11. EXTERIOR WALL SHEATHING SHALL BE FASTENED ACROSS FLOOR FRAMING IN ORDER TO TRANSFER WIND LATERAL LOADS TO FOUNDATION WALLS. PROPRIETARY WALL SHEATHING PRODUCTS SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUC nON AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. (f) ~ U S; ~ ~ (f) ~ ~ ~ ~ ~ 1--.4 ~ Z ~ ~ h ~ ~ ~ '-\ 0 -t. U ~ -- F1 '~'_. <Van .Q)tS::: En:lnE.E.'tin;}, gnc. 9542 W. Lqulslana Ave. . Lakewood, CO 80232 303-986.6096 Y: MGl2L./Ne: PROJECT: 6 kn..I'\&.6;", (.) tv L. J ""-I '7" ~ . A 1'1::: 2 - I 4-'2. DO 0 PAGE I OF 2 " l~;5e--:;:;J ~4-i X ~:~';._qA-/U\ (.... 0 IJ JlUi"uo- :i f'o_l2.: i is To, &1-..) D'tCI::. ,'ll - J . " t-!!i! i~"i59 C>~t:W t;' ft.0H<Sr\'T/.1.ID,,-e; I '! ' ! i i I I ;5L.1'I e t.v I ::J' tZi:frl1-INOv6 LuA(..~ / .1 i', ,_c, ST. t;.LJ ~lI..M)o i . , t '.. :,', i. , '.-' :i I Ii !; f , i , , i I! , I J I I ,~ . i . , ii' ~ i : :; ~ .. ; I : :~ : i- , j' \ I .\ ; I I :':' i , i I I , . . ,.1,:: i I ./1.1 . MO~D i,St.'AStw!3'VVAL.<... ''-.-..; ,., :-. .I'--'''T '1 '. I' I ;;;: I '.[ '.. ,:,' ; ;/ . I i I I . ~ :'! d Oed'AIL r! i'l I /;jeLlS, J , , :J/~" 01/1 '$ TEW\. /1, () u I\Mc~L HClR-I'l. CllJlA l. . , . J( ! If) I i tJo.4- (iJ 2-4."0. ~'. V--'/ (." ,B~"'ol '; NDlE::. ! f. c..omf'1H:':r, ALl. 1:A/l.T"~. ,T"O "I~?<>~rAIUDA-11.O I Ptl.O'c..7:'ol!.... @ ~PTI M-ulN\ M.cl~ ru~ .' . ' I . '2. ALL R..~"e., Se.u. t.o, AlO. 4-/: (,,0,000 i ~~I" ,Q. CDIJCfU5.7G.' f'rlU::i-r"e;: 3<9190 :'i L A-f', ps, IIJ' '2..8 0 I'I-Y", M.//J. -4-- NO.4 /1..1 TI+l.c.J:::. G>OeiOl:!) +'l2'e"9~f~l1-trfJc.E , '.:3" e<!:)/~ :$10.. WI/2...€: M.er~H - &'''1( b"X.: -10 6"<!>,~'Z.H A--l~ SlOg 'W61.::D6D WOVlSJJ fl1-~ 11, wl2.lIfreo: ' , .., ," A Q.oV '" 1) Q I:f:'B A-1C.. l:>..s .0 I " P <- A-'t ~ . r..JQ.4 T1 ,.. i "82.""CI<= A~i ; .1 IoXG.X.IO.sA WWIV\ , 411 I I .{wt I , 1.-i.l- ;: ,fl." . ,I .', ',' ,.: I . !::, ,,' I __L__ ~.~ _ _ ~~_:_~.~_l ; i"! 'I' i __._. i~~____,__ ~~(~ ~K-08 Date:: 3/10/00 'FiJ;.e:''''9871F .- .. . ,h ,"",_ "'1-'.,'" \ 'STAN:~DYCKT~'T"".;-' <I :.\ SECOND FLOOR BEAM ' :',\~\~,.:= === =~=.~..== ~ = = = = = = = = = = = = 4 = = = = = = = = == = = = = = = ';;= === = = = ==:~== = =,;== =" =~ = = == = = = = e' \ r ' i, : .",,'"1 : : ~ \ I : ; I '; _ - i ,i ~. Un 1- 1;5. . . . .i. . . . . "; . . . '. . . . . . . . . ~ '. . . .. US Standard' ;....':n~ t_':>" 1.~(.;::~_~ .._~_...._ """: r Steel Code......................... AISC 9th Edi.tion ASD !. Allo;WC\lble";Stre'ss "Increase Factor.. 1. 333 . ,...-..- i' Include Shear Deformation...;..... Yes. ,., ,\'. I t No. pf S,ec;t~ons :for Member Cq,lcs.. 5 ;. '. .DO Rede.siqn.......~... .:......... ,,,....,,,. Yes ..'.. .. r . ..,. ; . 1 '. , . .. ' ~ ; P-De:l ta Ana"txs:~~/Toler~ance.... . . .. 0.50%', ~ \ J i'" -l \"c ._~.~ ~ ~;~ :{r:;f=f;:fi~f ";=~~~~;==,=== :<;...J oin ~ Coordina ~~s ;~ ~~~ ~.~ = = .~;=.== = :~i=.~,~~=::;=: ":'":"';'~. = = = ; Np ~~;!:\ ;~';Foordinate Coordinate Temp;rature .::-:,' .~-~~,;..,;'.; -- --~-- ~'~-:-r~:r;r --- ft- ~-,--- ~- ....,- - - ft ------- --- ~- . F--~ ~ - ----'-~ .--~~-:::'~~~~.:r--- - --- ...i.._,......;.l,.....t~t:__._,..~!.'....) .0.000.....,..,. 0.000 .0.00 _....1... .c~_.t:...... ,1., , c," ,''''.2 (".. I-U , ,-".,.. .19.:..330 .. 0.000 "0.00 ",'." ,. '.." '." n '"'1:'1>1;' , .~ 'h :'" .\; :,,' ,"',..' ,~j' ','-"1'-', r' ==========================< aoundary Conditions >=========================== Joint +----- Translation --~--+ . No X. . y. '., Rotationr'! .... ., ",' .., ' ------------K/in--~-----K/in~-----K-ft/rad-~-----~-------------------------- 1 Reaction ~Reactiori 2 Reaction Reactio~ . --., . , ~ Van Dyke Engineering 9542 W. Louisiana Ave .,.,' Lakewood,';'COM),' 80232 (Iv:r"q T ;:-''1W!'HjI01.1~; \ . HISA~~D (H) Vers10n .f ~; :'1 4.U>l. d"" c.'. '.> "," 1'1 '" -,','" "i -1 ". '-'.; ~~', ''"'t.: F{[:' .. ...~1 f.P.':''- .'.. OJ . I',. ,,\-' ., ======================~~==< Materials (General) >=~=========~~~~~~~========= Material Young's , 'Sh~ar Poisson's Thermal Weight Yield Label Modulus i . Modulus . Ratio Coef.... ".'.' Densi ty Stress -------------Ksi----------Ks{----------------16~5.F----Kjft3-------Ksi------ STL 29000.00 11154.00 0.3000 0~65000 ~0.490 36.00 ., ===== =~==== === ==~= === == === ===== =< Sections >'==;, == ===== ====~====== === = = === == = . ' Section Database; Material. 'As As' ':,., I I T Label Shape Label" .A::ea...0,2 1,3 ": ,.i, _1,3 ,_0,2 C -----------------------.-----~-~n . 2--,-~-----~-"'.,.--~~n 4.---------~n 4-------- SEC W12X45 STL'! 13.20,.1. 2 1..2 ' 50.00 350.00 L. :' '.(1 ;:,:' .,' f-_' :::== ==================== ========':: < Members > ='==~~:=~::;============== ========== == Memb Joints Rotate SectiOn Releases 'Offsa'ts Inactive? No. I J 90. Set" Ii;AVM J:AVM I-End"",' J-End Label Length ------------------~---------~---------------inT------in---------------ft---- 1 1 2 SEC .1 19.33 " , ==========================< ~ISC,NDS Parameters >=========================== Section Length Lb-out Lb-in Lcomp .~ K Cm Cb,B Sway Member Set le-ou~ le-in le-bend .:out in CH 0 i ". ... .- - ------------ - ft- -- --- ft- --,'-;'- - ft- --- -- ft----~- ------- -~-------------------- -1 SEC 19.33 ' . . , ~ : j f I \ ! V&~ Dyke Engineering 9542 W. Louisiana Ave' Lakewood, CO 80232 Hl~A~ZU IH) Vers10n 4.UL , ,~,.~...:\ U Job : 2K-08 Page: 2 Date: 3/10/00 File: 9871F .~ STAN DYCK SECOND FLOOR BEAM '! H , f ===========================< ~edesign Criteria >========~=================== "Section Depth ", Width Uni ty Check Set Max~mum Mi~imum" Max~mum Mi~i~um Max Min : ------------1n---------1n---~~--~-1n---------1n~------______________________ ~ SEC 44.00 2.0q' 24.00 ,1.00 0.95 I .' .'" ":"'====-=====================< B~sic Load Case Data >======d=================== BLC Basic Load Case Load Type ~otals No. Description' Nodal POin,t Dist. -----~~------------~--------~t----------------~~--------i------------------- 1 TOTAL LOAD ", 1 ====================< Member 'Distributed Loads, BLC 1 >=4=================== ,Joints Load: Pattern Pattern \,1, Member I J Label Multiplier ---------------------_______~L________________~~________J___________________ , 1 1 2 U~~FORM IJ. 0000 , ~ ===================;=========< Load Patterns >============================== ,t Pattern Magni;tudes :' Locations, ", Label Dir : . Start ,'End . Start End i -------------------K/ft,F----~-----K/ft,F-----~-----ft or %-------ftor %___ UNIFORM Y -1. 800' -1. 800 ' 0.000 . 0.000 ; ===========================< .Load , , C b' t' '> . om 1na 10ns r============================ RWPE Fac BLC ~ac BLC Fac BLC Fac SSdv No. Description BLC Fad BLC , ----------------------------------------------~~---------------------------- 1 TOTAL LOADS Y -1 1 1 ;. , , -----------------------------~---------------------------------------------- ---------------------------------------------------------------------------- I I Dynamics Input: " 'Number of MOdes............. 3 ,Load Combination Number.... 1 Acceleration of Gravity..., 32.20 Convergence Tolerance......,O.OOl Converge' Work Vectors. . . . ..; No ft/sec-2 'I' ======~=========< Joint Displacements, LC 1: 'TOTAL LOADS >================ Joint +------- Translation -~-----+ Rotation No X Y Bz ------------~in-------------in------------rad--~------______________________ 1 0.000 ,'0.000 -0.00.788 2 o.oob ' 0.000 0.00788 I , , ,i . t' van Dyke Engineering i.. ! 9542W.Louisiana Ave. Lakewood, ,CO 80232 ".1'1 "q'l STAN DYCK, .. SECOND FLOOR BEAM "Hl::;,A7zD (H) Version 4.01 '.....,.' . ,..i...l.,L....,. Job : 2K-08 Page: 3 Date: 3/10/00 Fil,e:, ,!I?i7,1F . i '.J ,11; ;; ====================< Story Dr~ft, LC 1 Story +--- X Direction ___+ No. Joint Drift % of Ht : ---------------in--------____~_________________~________~___________________ J No Stories Defined... " , 'iillli.' TOT~L LOADS >==================== =====================< React~0ns, LC Joint +--------- Forces ____~---__+ 1 9.665, , 0.000, 0.000 : '~ ..: ===============< Member Section Forces, LC Member Joints Section ' " I J Axial Shear, Moment ----------------------------K~-------------K---~---------K-ft---____________ ' 1 1- 2 1 0.00 17,83 0.00 2 :' 0.00 8,~92 -64.63 3 0.00 0.00 -86.17 4 0.00 -8;92 -64.63 i' 5 ,.0.00 -17.,83 0.00 -------~---------------------+-----------------~---------------------------- 1 : ,TOTAL LOADS >=============== .\ o. i' ==================< Member StJfesses, LC 1 : TOTAL LOADS >================== "TC . ~Member Joints Section :' Bending Bending - I J Axiql Shear Top: Bottom ---------------------------Ksi-----------KSi---_______-Ksi----------Ksi----- 1 1 2 L :10.00 5.30 10.00 0.00 ' , , 2' '0.00 2.65 i3.36 -13.36 ' , 3 ;0.00 O.Op \7.81 -17.81 4 !O.OO -2.65 13.36 -13.36 5,;,;0.00 -5.30 10.00 0.00 ------------------------------~-----------------~--------J__________________ ' . 'I, I') ~================< Member Def1eptions, LC 1 'Member Joints Section " ' , ; I J x, y " L/n '/ - - - -- - ------- -- -- ----- - - - - - in-':..J. - -- - -- - - in-- - __ - -:.... - __ ___ __ -,'_ _ ______-:-_ ____ _ ___ 1 1 2 1 0.000 0.000' NC 2 0.000 -0.407 570.2 3 0.000 -0.571 406.2 4 0.000 -0.407 570.2 5 0 . pOD 0.000 NC TO,',l'AL LOADS ,>================= " ~-----------------------------~--------------------------------------------- ;' 'I , . Van Dyke Engineering ,:. 9542 W. Louisiana Av.~ . Lakewood, CO 80232 I::" :1 .' , 4.01 , " \ V Jol)!, Page: Dat\e: FLUe: 2K-08 4 3/10/00 9871F HISA-+D (H) Version STAN DYCK SECOf'lD,J.:FL'oOR.<:BEAM ,i', "I ,",l! )')iI ,11 ~'.. {J'fl,nl I t:, I < ,:, i . I " ~ =============< Member AISC Un,i,ty Checks, LC 1 " TOTAL LO,ADS >============== " "fJ+l~' . ," r..", r ',. Member' ''Joints Uni ty Stlear ASD ',{!l\l(,I'I'1-;:"o (;'.1 ,', . 0, Chk Loc Chk Loc Fa ,Fb Cb Cm Eqn. ----------------------------~----------Ksi----~~Ksi------------------------- 1 1 2 0.898 3 0,368 1 10.4019~84 1.00 0.85 Hl-2 I ==============< Member NDS U~ity Checks, LC 1,. " Uni ty Shear , Memb Chk Loc Chk Loc Fc' Ft' Fb' , Fv' HB CL CP Eqn i' --------------------------Ksi~---Ksi----Ksi---:..Ksi------~------------------- , , ,I' TOTAL LQADS >============== I !, j[ 'j.ilri }l~jtr. ~dJ-,< <o:""i.+ ==================< Hedes~gn Shapes, LC 1: TOTAL LOADS >================== Sect;i.PF:lu' ,," .w, 'J ',;., 'Suggested A1 terna,te Shapes Set" Member 1st Choice 2nd Choice .3rd ,Choice ".,I,4th Choice J . ,~ ~~": . 1 " :, ,; { , "" ,. ... .., '. ", . " -----------------------------:----------------------------------------------- SEe: ',i', I "''!1'''' :"W12X45 W14X48 . ;,W10X49 W12X50 ri .'.;'-'.; .'11 ~f;iq n~i" ,U,I':~'"Y':", j .\ =====,;,;;,=,===;=;.=,=,=;==< Material Takeoff, LC 1'.' TOTAL LOADS >================== Sectiop-'!'.j1' ,1i,Database 'Total ' 'Total'" .' '" ;"" Set," " ,":,... Shape " Length ',: " , Weight,: ;;,';'1,;" ---~:~:..-:--~~~:..~~--~---------------ft---------~------K---------------------- SEC W12X45 19.33 Total Wts:' 0.87 0.87 ';,t, :..,! ,.I.".i ,'/~, UH.!!~'. iY~ /h.;';i 0' <,! I IJ: ~.~;: -' t. t. / ' .! l J " : I" . " /" r, i. , '~'. ' "',' "nq ~:: . i ~ :: t .:' I, ' . . ~ ,~. Ii.' ( , ,0 . '. , : I ,'a """',,11' 'i "'-li' ',';'f' i h r:.:/,' "~_I! ii,', i" : !':;' l' ,I,. J ';~l ,. /"j' " .1 ,,~i ,:i:'\ 'i: ',/ lll;'< d:l.Hir.r: ,IlJf: t I~,' l . .!;f.'; !(. /,,\i)..r;j j ~:. .. , " r~r:\ 01.1 ~';{ "./i ( .... .!: 1!:.n',\I_~U T ,," ! I ~ , , , .' ,! , , .r,'._ . '- : ~ " , 'J:' . c, '~'- " r r'. i", , Member: 1 I node' 1 J node 2 ' Length 19.,33 ft 'W'12X45 LC1-TOTALLOAOS \ la YaK: 17.815 at 9.66 '- Ie It Min: -17.815 a19.G6 I , ;i A "'aXt~7_831 at 0 Ksi ,,' Min:~..17.831 a119.33 ., M Ksl Min::! ~86. 1 69 at 9.66 Ksi o ~\ /i~ !i~ / I ;)~/ Min:1_571 at 9.66 ASD Unity Check MaR Unit.P Chk 0.998 K Location 9.66ft Equation ,H1-2 MaR Shear Chh ,. 0.368 '! Location o It MaR 0 efl R alia LI 406 K Compact FJI' 36'~OO Ksi Fa 1 DAD Ksi Ft 21.60 Ksi Fb 19.84 Ksi Fv 14~40 Ksi Cb 1.90 em O.~5 OUT Lb 19.-33 ft KL/r 11~.18 SWay: NOt L Comp F1a'i-ge: 19.33 It J I '.\ K-fl IN 19.33 ft 45.06 No ')' I , i " I !, " , , . , ,.,..... i' "C', .~;. .' STAN DYCK SECOND i;LOOR BEAM Loads: LC'l . TOTAL LOADS YGrav:-l J ," ',: 17.831K Solution: LC 1 TOTAL LOADS Member Bending Moments. K-ft " ,i " I{ !; i ~ i '; ~ . ,ii :! 1'( , i'! !;' , , 17.B31K ".I j 'i I \ ! I " , , ..,.. , '" , hx ,- ~ " .. i Floor Joist[ 94 UBC (91 NDS) 1 Ver. V4052837 i By: Merline W. or Greg P. Van Dyke, Van Dyke Engineering, Inc. bn: 03-10-2000 Proiect: 2K-08 - Location: STAN DYCK ': :. '\' Summary: :I . , TJI PRO 150/11.875 - TRUS JOISTrMACMILLAN x 11.33 FT @.'12,OO a.c. Section Adequate Bv: 11.2% ControllinQ Factor: Allowable end rElaction I . Hoists were desiQned for simple sp;ins usinQ the ioist manufacturers published values. If the desiQn does nqt match the actl,lal ioist 10adinQ or span concji1ions in any way, contact the joist manufacturer for de~ign verification. ,'~ . Deflections: ;; Interior Span Live Load: ':' Interior Span Total Load: Joist Reactions: Live Load:- Dead Load: Total Load: Joist Data: Span: Maximum Unbraced LenQth: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Joist LoadinQ: . Uniform Live Load: Floor Duretion Factor: Code Required Concentrated Live Load: Uniform Dead Load: Joist ,Live Load: Joist Dead Load: , Properties For: T JI PRO 150/11.875- TRUS :JOIST-MACMILLAN Depth: ' , Moment Capacity: Shear Capacity: EI: End Reaction Capacity: Comparisons With Required Sections: Maximum Moment: Adiusted Moment Capacity: Maximum Shear: Adiusted Shear Capacity: EI Required: ' EI: Maximum End Reaction: Adjusted Reaction Capacity: " LLD= TLD= 0.20 0.24 RL= RD= RT= .' . L= Lu= U U 11.33 0.0 360 360 :! ,< LL= Cd= LLconc= DL= wL= wD= 125 1.00 o 25 125 25 I I " , , '!' D= 3.50 Mcap= 3620 Vcap= 1420 EI= 276000000 Rcap= 945 I 'i M= 2407 Mcap_adi= 3620 V= 849 Vcap adi= 1421 ElreQ= 178882145 EI= 276000000 Rmax= 850 Rcap_adj= 945 " ..' I , " " " ; i . . ;' . , '-<'1' , I - " " 'IN = U667 IN = U555 708 142 850 LB LB LB FT FT PSF LB PSF PLF PLF IN FT-LB LB LB-IN2 LB FT-LB FT-LB LB LB LB-IN2 LB-IN2 LB LB ;i ,~~ . .. Floor JoisU 94 UBC (91 NDS) 1 Ver. V4052837 By: Merline W. or GregiP. Van Dyke, Van Dyke Engineering, Inc. on: 03-10-2000 Proiect: DYCK- Location: STAN DYCK Summary: , T JI PRO 150/11.875 - TRUS JOIST-MACMILLAN x 12.33 FT @. 12.00 D.C. Section Adequate Bv: 2.2% Controllinq Factor: Allowable end reaction . Hoists were:desiqned for simple spans usinq the ioist manufacture,rs published values. ' '" If thedesiqn does not match the actu~1 ioist loadinq or span conditlons in any way, . '. contact the joist manufacturer for design verification. ' OeflEictions:., '.' ' " , >', ,ll1terior .Soan Live Load: Interior 'Span Total Load: Joist Reactions:, !,"', , Live Load: Dead Load: -Total Load: Joist Data: Span: . Maximum Unbraced Lenqth: Live Load Deflect. Criteria: Total Load, Deflect. Criteria: Joist Loadinq: . /, , \ ,;.. Uniform Live Load: ,Floor Duration Factor: ,,:; Code Required Concentrated Live Loa'i!: Uniform Dead Load: '" , (! Joist Live Load: Joist Dead Load:, " Properties For: TJI PRO 150/11.,875- TRUS JOIST-MACMILLAN Depth: : '" Moment Capacity: Shear Capacity: ' EI: " End Reaction Capacity: f Comparisons With Required Sections: Maximum Moment: ' Adiusted Moment Capacity: Maximum Shear: Adiusted Shear Capacity: EI Required;' I ;. EI: Maximum End Reaction: Adjusted Reaction Capacity: i.; i, LLD= TLD= 0.28 0.33 .'i ;1 , ;'. , RL= RD= RT= 771 154 925 <l'f:',.' _ ~ i \. L= Lu= U Uj j t I \ ! 125 1.00 o 25 125 25 " ~ 12,33 0.0' 360 360,. I " LL= Cd= LLconc= DL= wL= wD= ;1 , ~ D= 3.50 Mcap= 3620 Vcap= 1420 EI= 276000000 Rcap= 945 !,' " :, M= 2851 Mcap_adi= 3620 V= 924 Vcap adi= 1421 ElreQ= 224207953 EI= 276000000 Rmax= 925 Rcap_adj= 945 i ,,,.- '" , ,i I', ';1 i' . f"~ " , 'i" , ~'t' , :" ;! , I'; II I 'i , - " " ,~.,:, ~ ~ . ii' 'I " IN = L/532 IN = L/443 LB LB LB FT FT PSF LB PSF PLF PLF IN FT-LB LB LB-IN2 LB FT-LB FT-LB LB LB LB-IN2 LB-IN2 LB LB , " ((Ian 2Y.;Z;e En;) inee 'tin;} , [Inc. 9542 W. ,Louisiana Ave. . Lakewood. CO 80232 303-988~6096 ,:!; I I 3Y~; ;[i,;:"., )A1E: M~...,.,..' ...J :::. .J i..:- ! ~~IO ;;S:. ;r:l'tp.;:.;;;: J:.~ ;.-1 ;:y: " '::t; ;.-t1'; ~'f ./ ,~ , I " ," ,; 'ci ,Ij) '0 .:J ::! i i ':", J .j; , '~" I: d !,', .: I .I.: - ..:.;,;;._ ,--~..J.;...:J... _ .__*_.........~_.~.....-l-__d _ l..... ~:l I I ! ! i f- PROJECT: G'/l~G.~ \. IAJ L I "-<-L"ClSO I. PAGE 2 OF 2 . . 2./,..7 C>il-T~ , " 2.5 30 J( t."S " I " j I 'i ,i o , -..., ) .. " ( ~ , I/l . GO '" , ..g ," '>( I . 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Hause I I .315~ OE"PEW 5T I ' I "oz.' . PATLO r> " .. u.'- ,1 i , '" .. " \II . r.,' ,,: I' """ ~ '~ r., .. ~ " . J c > o l' ~ ~'R to lJ\ ~, .s 1Oe: tu-.....'--~ -, . ',t . ~ ''''_~~ Dc:p~ 0.' . .:5T/.2..=T P'., '-'_ ___._;.. :"'::n'":". . ._._ . .w ..___ --- -. .-... .." -.. --.- .--'._. -". --.--..--- ..,1>,-'-'. ... ,.....,. I'" i-i.... ..... .~ ... " t , o " '. , l f. -.. .{ . .' \lI uI H. lA " ... ~-... .... l' ~ Z-. r r r -, '/ . , . ... .. .-. -........-.... .'. r ,,"~ . " ,--' "''- -. " -. d;o-r J . rl1(/T"'__-.-. If'~' r- ~ Garages Unlimited Inc. -' ~.. \' ., (J~oY cc/-" e- ti ~' . ~t.}, V7~. . 33' (ff!~' XD ! .\ 20' I 13' i ~,.' of'.:;~,. ~9'3 I 10'9 r5'1 1 7'111 ~__> il-j------ --------1--- ---ll J \~ ... N . ~MICROLAMS OVER I DOOj;S ~I I '- Sc<.A>>~e..l ~ I P,........ ~ I I ,- -- -- -- -7--~~ - ~~-_.. J f- 1--7 " 1./ , I ' I : IV I - ,- ,.........-."" '" ~"~'~.. . FIRE RATED WALL to f",o f- P<<.14 ' , or oJ.s...Io ' CCil;,,~ "./,s/&" ,2... <. k.. :-' I"J'<J "i@ '-..,-----'-' U \,,~ 1'-:~\ ~I ~~1-~~.+~,,~; n__~, r I ~ ,~ J \I 2~""]IIIC_Mrl~ - - -- ~- r- ~ N I I I , I I '. ,--~~~'OC FL1l0RJ, I I -1 I , I I I ,---~------' "".,,1, "BOY':f\ ~C FLOOR J. -I FOR: STAN DYCK 3159 DEPEW ST. WHEATRIDGE CO. / -- --, G'51.:...~ '\='.' ,=;,\-..... '-'41' 1)...1... h- ~ <'0f"""'L.;~. I ~...- "-'- '\=""\00 r ? \ c....... II ~ f'1'11l11c.k.. hl)",1rcMIs q. 60_,,),-';/$ I .{t.,.. .$./_",...s. I I ~ N~ ekcf. or n--coJ.. f....+ (I .PtJ..;.. :* n .~ r'arln', . rvan !)):/E. Cn9inu7.in91 ilnc. 9542 W. Louisiana Ava. . Lakawood. CO 80232 303-986-6096 BY: M/ilZL./AJe. PROJECT: 6A-n.....&l5:", l..H,",LHI"_I-r~ DATE: 2- /4-'2ll00 'I' I,:~ p."iJ,lT~r, I ~ ~:)(~i~'~-G';~,""~' o-J J'l.bJUO- ;:)l...A-a U1/;" 1Z1I711-IN~N4 ," ,,'I"', FeQ.: :.; '< TFt"-l , o...c~ I ,- ~ - ~ I, i ~ " Ii' - I -j""" j --, I::! :! I: ' 'j 31i"59 VCPt;"W 57. 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't- -"2' '" -'r -, ~t-.. .1 'v"",, JU 4- r:\ 2.4-' t!) C ,...' '(i"4-f"7" -I";"' "", - -. .--j- :~I~- ,I t-' i L, c; ~:rl tF AL I 0'1 l..,6V .. t _LLL.._. "7r! _J I-j ~I~. 1 _~ _ I.. I I 11::-;11 :~f'lj:,=I= ..~j~'1! :'i' i ;:, ii" Hoa.l~ DJ..JTA:L) ~o. 4 T, 1~t-'I-YI'-'i.-!."..!_.3~':-I-1 1..1._.1. ! I...:, '.".! I, I,:, I ;: ': I, ,I ,..111, I' '.. '" I ' , '. I... 'I .' i, " ~ , i: ' ! I ,I : '. I , . . i I I , ",:'1' I : ' I.. , I '" i!" , 1d.'I,(,.X/OGA WW1lll ~" '.- , 1..._ l. .._..j ,_ i-~... ".. j I i Ii I'll , PAGE I OF 2 .- '. '~-"--'-~~-'---'---~-1 LoAL', . " III I:: i I .... I! ,. , , "I . . ' .: ~.. i . i i. . I ", I' I . , . ';! I! _,' I : , ;, I " i , , . , I :' i' : [ :: ~ ; :' i : J : '; ---~--- .........- 'I ,W CLD eo I A Il..OtJ I.J 1) , I I i I ~ i I : i i I I I L I' " s.' ., , "1' . I. :-j-": ,. I l' rz."f 'fV/tlfJO :or I A-fl. , i :- -4-- 1JD.4 IN i I "n+u:.i: , 7500 West 29th Avenue Wheat Ridge, Colorado 80215 FAX 303/235-2857 The City of Wheat ..... . '- Ridge u November 4, 1999 Mr. and Mrs. Dyke 3159 Depew Street Wheat Ridge, CO 80215 RE: W A-99-24 Dear Mr. and Mrs. Dyke: Please be advised that at its meeting of October 28, 1999, the Board of Adjustment approved your request for approval of a 192 square foot garage size variance to the maximum of 600 square feet allowing a 792 square foot garage for property zoned R-l C and located at 3159 Depew Street with conditions. Attached is a copy of the Certificate of Resolution stating the Board's decision which became effective the date of the meeting, October 28, 1999. Should you decide to appeal the decision of the Board, you will need to notify the Jefferson County district court in writing within 30 days of the Board's decision Please feel free to contact me at (303) 235-2846 if you have any questions. Sincerely, 6u~ Barbara Delgadillo Senior Secretary /bd Attachment: Certificate of Resolution cc: W A-99-24 C;\Barbara\BOA\CORRESP\wa9924.wpd CERTIFICATE OF RESOLUTION I, Ann Lazzeri, Secretary to the City of Wheat Ridge Board of Adjustment, do hereby certify that the following Resolution was duly adopted in the City of Wheat Ridge, County of Jefferson, State of Colorado, on the 28th day of October, 1999. CASE NO. W A-99-24 APPLICANT NAME: Stanley Dyck LOCATION: 3159 Depew Street Upon a motion by Board Member ABBOTT and second by Board Member HOVLAND, the following resolution was stated: WHEREAS, the applicant was denied permission by an administrative officer; and WHEREAS, Board of Adjustment Application Case No. W A-99-24 is an appeal to this Board from the decision of an administrative officer; and WHEREAS, the property has been posted the fifteen days required by law, and in recognition that there were no protests registered against it; and WHEREAS, the relief applied for may be granted without substantially impairing the intent and purpose of the regulations governing the City of Wheat Ridge. NOW, THEREFORE, BE IT RESOLVED that Board of Adjustment Application Case No. W A-99-24 be, and hereby is, approved. TYPE OF VARIANCE: A 192 square-foot maximum detached garage variance from the 600 square-foot maximum detached garage requirement for the purpose of building a 792 square-foot garage. FOR THE FOLLOWING REASONS: I. There are unique circumstances due to the existing garage converted to living space in the 1960' s and due to the oversized lot. Proportionally, a 600 square-foot garage on a normal size RI-C lot would result in 12% coverage. A 792 square-foot garage on a 9,375 square-foot lot results in a 8.4% coverage. Overall coverage by buildings, house, new garage and converted garage would be 24%. The maximum allowed coverage by buildings is 40%. 2. There will be no negative impact on the public safety and welfare. Page 1 Board of Adjustment Resolution No. 99-24 Page two (2) 3. There will be no negative impact on the character of the neighborhood. The side yard setback will actually exceed the requirement. 4. The variance should result in a benefit to the neighborhood. 5. Letters of support for the variance have been received from several neighbors. 6. Other garages in this block exist without benefit of setback from said alley. ~-'---'>_._~,_.-----~'~. ~_...... "'-..-------''- "'---', '-- '\... 1. The existing storage shed shall be removed from the property. ..........,\ \. \/ 'I -;~ " '\ ---\ '.." \ 2. The structure shall include design features as presented to the Board. I / , - ~ VOTE: YEs: ABBOTT, BROWN, HOWARD, HOVLAND, JUNKER, MAURO ABSENT: ECHELMEYER, THIESSEN DISPOSITION: A 192 square-foot maximum detached garage variance from the 600 square-foot maximum detached garage requirement for the purpose of building a 792 square-foot garage was granted. ADOPTED and made effective this 28th day of October, 1999. "S .J,- /,t~.~--,c'~ BOB HOWARD, CHAIR Board of Adjustment ....... (tk..~ .').,,~ _,' Ann Lazzeri, Secretary I Board of Adjustment Page 2 . "1-.' lA~CII" ~~ ~ ~ ~ It: ~ ()~ N 11 ~,lJl ':!> l\!l~t () t 0 ~!&~ c:106\4 o .... ~ ~ · !;.\t g Cp.:t ~J~ 0- -(!liO D '" 'll'. (~~" ll\"f ~~~~ j " I I -"'r ..0 'b ~ _:S rO~/l't:" _'1-1-"'....... w..l~ ()... .,... ",.. , I .. ,.. .. f .: r. '. ".'. , I I I I I' e I :> ... I ~ 1: '" -A.. f"" .... 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'. --- ...., ..J c,)' o-r ) .. j C'p(tr"_/ .../ 1~4' i fI ~J ;--. /.-1 /. r~~~o-r/__/ / , . Je- ~ "J."t/.......-...., 33' I .~, ~O ,/ r f~~/ ~ ~ .,~==L='"._ _ ~ "~l~' '" ~, I I : I I f- 1-- I I I t I , , : It I 2~OC. FLOOR J. - 1- -\ --T--- l- ~~ '7~ ~1 /1 I F ,/ ... '" ,-"..I, 'B...~.. I L FOR: STAN DYCK 3159 DEPEW ST. WHEATRIDGE CO. / G'51.:",-~ 'fo. f<h.... "'.I'I)..,j.... ..-. ~ I~MICROLAMS OVER DOOR --- I J See. A>>CLCoh&J. PI_ /1 _.._--:...-:;..:::,-~.... I I I 1 I I "> ~ i ~' OC. FLUOR J. I I ~ I 1 I I I !:"- ~ '" ... '" ." ~ 2~~ ....-.._~ ....;~ - - -- ;..---- ' ..." 'n~<" FIRE RATED WALL ~ 1200 f- P<<~ or oJS. .10 C;c." tt!l v-/'/a" "L tr"l'" ---- ,..0'_ /-'1-' .... 1E8. ---.,....-' U \ , , .. '- ---------~ '. 13'~ 3'<J x 20' 33' h.. "'- c.'"f'-I.;~. Ii"... _ \\..u.. 'F\oor ?\c....... I I )k f'lbvlck. ho,,),-c.;/s q. Go_J,,.....;Is I {t.,. .$-1_',.1. I ~ N() ekaf. 0" n--e..J... f......+ o..J#;. p.."...;}-. * <Van fJ:J:/.e En9inu'tin9' llnC!. 9542 W. Louisiana Ava. . 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OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITf OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: \Ojb ( APPUC.t\TID N Property Owner :"5T,o-,N O'fc..'e- 4If:- Z3>~- <...{ 5 LJ 5" Property Address : t;1?*t-/~W S-r: ~ ~a---.io-Oqe- Contractor License No.; ","JU';:;"" Company:~~O V~\.""kD V4U[; : 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 ordinal1ces, les gulations of the City of Wheat Ridge or covenants, easements or restriction r ; tha all measurements shown, and allegations made are accurate; that I have rea a ree to a ide by all conditions printed on this application, and that I assume full sp j ility for ompliance with the Wheat Ridge Building Code (U.B.C.) and all other appli ble t Rid ordinances. for work under this/~ 1 (OWNER)(CONTRACTOR) SIG t;D, DATE8 '7 Description: ;:4 'f... 3 ~ Occu pancy : Eiectrical License No . Company: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and i Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinanCE This permit shall expire if (A) the wor1< authorized is not commenced within sixty (60) days fl 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 normal original plans and specifications and any suspension or abandonment has not exceeded on 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 dn Contrcl.ctor shall notify the Building Inspector twenty-four (24) hours in advance for all inspec proceediing with successive phases of thel'Ob. The issua , a it or the approval 0 drawings and specifications shall not be construl of the b . i any other ordinance, law, rule or regulation. (4) (5) (6) v Phone: q J 71 QJL\1 C\D~~rlO Phone: '7r' ,. ~l ~ Construction Value: 7t:){) U 30'.'6 Permit Fee: ZPIt F .. Use Tax: Total: Use: Mechanical License No : Company: Expiration Date: J:es-t fllLlY\D ; ~ dD340 ~.-<'8Lfgo ~\j :Q~~ ~\J" .> I ...... \'> cr (j- i "Ilo (I] o -, G ~ ~~ ~\~ ~~ ~~ ~;<:; ~Io......j ~ ~ N I") ~ tJCXl >0 <0 --- << ~ ZO<: - <0 '-' -...JtQCO !:20 010 ::JU OCXl o .10 CXl -'0 I I .010" 3'0 CXlCXl 3: Ol Ol NW I I Vl<: 1")1") lO< 00 en...J f"'),." +1 (\'> I'l ,._~ --- . '"'' ;-- !' :- --,... .~ -------------.--- .-__ ..'h..._______..,. -,L';;cr17/.L !;' ~C!I;PC1 " ."" - .. ;1"111:10.1 s- . -- ,si1 ~' ~""-\I-'i7 301 \;' -z ll) '"2 ~- . ~ ~ '" , -I - -.J .. l t<l '" ..) .. is 1 ,I "" l/~' '. ..Zf l'- I I I oJ 'J-s:: /VG~a b~l. I ;;>SDSJH "" t ,s'<71 ""i~ : ",t.-,tJ- I b ..~[' Q?.L'dd I h'? 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"-' Vl I-~z ~- ~~~~~I- W o~z~~ w..< O:r:o._-zz> -'~~OU t~~OF:~ mU~F:WW<~ 8FC~~ F~~l-lIl IW~~,-"F:~~lIl OZcoz ~dOQ>-I-<mF:O<:u zw..zm>- >--ij8 ~t;0<: Z '-00 Z I- u~o.::!;WF zz~z :::;0W 0u.3f5 >-,i~i::!; ~IwF~Z0~:::; ~~-2:r: ~,~ ~~>-<I-'OO<:O<:O :r:~~QW~2 ~Zroo~o~ZW::J~~~o O<:OLO~ ffi~<~~~~-.J~~m~~r~ 8r~Jo XO~~~w~~x~~OXZ~ UZL~X _~aw_u~<<~o~w<~ <<~~~ o z (ID '-' ~~~'T~ RECORDING REQUESTED BY: WORLD SAVINGS BANK WHEN RECORDED MAIL TO: WORLD SAVINGS CENTRAL PROCESSING CENTER CLOSING DEPARTMENT P.O. BOX 659548 SAN ANTONIO, TX 78265-9548 LOAN NUMBER: 0010869832 FOR RECORDER'S USE ONLY DEED OF TRUST THIS IS A FIRST DEED OF TRUST THIS DEED OF TRUST IS SECURITY FOR A PROMISSORY NOTE OF EVEN DATE HEREWITH WHICH IS DUE AND PAYABLE IN FULL ON MAV 01, 2029. THIS DEED OF TRUST ("Security Instrument") is made on APR I L 23, 1999 among the grantor, STANLEV P DVCK AND SUSAN K DVCK. HUSBAND AND W I FE ("Borrower"). the Public Trustee of JEFFERSON County ("Trustee"), and the beneficiary, WORLD SAVINGS BANK, A FEDERAL SAVINGS BANK * * * * * * * * * * * * * * * * * * * * * * * * * * ,ITS SUCCESSORS AND/OR ASSIGNEES. which is organized and existing under the laws of the United States, and whose address is 1901 HARRISON STREET, OAKLAND, CALIFORNIA 94612 * * * * * * * * * * * * * * * * * * * * * * * * * .... * * * ("Lender"). Borrower owes Lender the principal sum of ONE HUNDRED S I XTV EIGHT THOUSAND AND 00/100 * * * * * * * * * * * * * * * * * * * * * * * * * * * * .... * * * * * * * Dollars (U.S. $168,000.00). This debt is evidenced by Borrower's note da,ted the same date as this Security Instrument ("Note"). which provides for monthly payments,' with the full debt, if not paid earlier, due and payable on MAV 01. 2029 This Security Instrument secures to Lender: (a) the repayment of the debt evidenced by the Note. with interest, and all renewals, extensions and modifications of the Note; (b) the payment of all other sums, with interest, advanced under paragraph 7 to protect the security of this Security Instrument; and (c) the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose. Borrower, in consideration of the debt and the trust herein created, irrevocably grants and conveys to Trustee, in trust, !~ith power of sale, the following described property located in JEFFERSON County. Colorado: SEE EXHIBIT "A" ATTACHED, INCORPORATED HEREIN BY REFERENCE which has the address of 3159 DEPEW ST WHEATRIDGE. CO 80214 ("Property Address") I111I11111111111111111111 * 003 * COLORADO - SI..,. F..", -FNMAI FHLMC UN I FORM INSTRUMENT FORM 3006 1/91 SD0152A (08.27.97/2-9') A52A Pe"e 1 UNIVERSAL lEMDER'S USE DilLY -~_._-