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Home My WebLink About44 Morningside DrivePEan�T ADDRESS JOB CODE: INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector 102 Caissons /Piers Initials Comments 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector 201 Electrical / Cable/ Conduit Initials Comments 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan Inspector Initials Comments SEE OVER Fr- ,jNAL INSPECTIONS I✓ r q 0 -72, )uqh Inspection (continued) 6 Rough Mecnanicai Mtjb1UU1 rtiai 17 Rough Mechanical Commercial 20 Drywall screw ana wail 22 Rough vramm inal Inspections 102 Gas Meter Release 103 Final Electrical Residential 104 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection I Inspector I Comments Date Initials Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. re and Note: All items must be completedand appuedroved by Approval lof the Planning, Public Inspection does not before a Certificate of Occupancy s constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. The City of Wheat Ridge Third Party Form Check List Property Address fila I Sly Y -X2 Permit Number 2017Q�s��? " Permit Issued Date 10 - i14 - ! Owner Information Property Owner Information T2e-klv A". Property Owner Address L4 Inspection Company /-I c? — l..a — L, L-<:�- 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 Manufacturer's recommendations and- nm-if«.gtiein-Q Date: _Property 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 thiZidg party inspection mpany to perform my roof inspection in Lieu of the City of Wheatuilding ision inspection. Propery Owner/Agent: - Date: /C) This This original document anu r„=, mit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A [ Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A `rte Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ NIA 99 Pass ❑ Fail Verify sheathing nail pattem (See Policy & Procedures) ❑ N/A Pass ❑ Fail Crickets and saddles where needed ❑ N/A 55. -Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A 14 -Pass ❑ Fail Verify vent caps ❑ N/A E Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A 9 Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle &N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A 0 Pass ❑ rail Ice and water shield 2` in heated wall spaces ❑ N/A [ Pass ❑ Fail Underlayments must follow 2012 IRC 12012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A ( Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC ;5N/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 p N/A ❑ Pass El Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-33 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modred Bitumen, EPDM, TPO min slope 1/4:12 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 Roof Shingles Res u:irements N/A ❑ Pass ❑ Fail Metal roof Shingles shall not be installed on slope less 3:12 D N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof D N/A ❑ Pass ❑ 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 Roofs Reguirements N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes c% J-5 > eS L ,. 5 S e 4V C -7 Company Name- inspector signature: Date of Inspection: _�2 y -i j The City of Wheat Ridge Inspection Check List notes Final Roof Roof inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A El Pass Q 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 ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ❑ N/A Pass ❑ Fail Verify sheathing nail pattern (Sea Policy & PMcedures) ❑ N/A Pass El Fail Crickets and saddles where needed ❑ N/A a Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps El N/A 'Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A -Pass E] Fail Step flashing shall be min. of 4x4 piece per shingle 4-wA /❑ Pass 'L ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Undedayments must follow 2012 IRC 120'12 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass ❑ Fail Dripedge should extend down min 2AP ast roof deck [�] N/A Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC YZI-N/A ❑ Pass ❑ Fail 90 LB roil 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 N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements N/A Q Pass ❑ Fail Metal roof shingles shall not be installed on slope loss 3:'12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A ❑ Pass ❑ Fail Afetal valley flashing shall extend a min of 8" from the centerline with a min. of 3i4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" rile Roofs Requirements N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name: Inspector signature: Date of Inspection-; ► A 4 City of Wheat Ridge f V, Residential Roofing PERMIT - 201708272 PERMIT NO: 201708272 ISSUED: 10/12/2017 JOB ADDRESS: 44 Morningside DR EXPIRES: 10/12/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 49 sq Pitch = 5.5/12 *** CONTACTS *** OWNER (812)391-3434 REYNOLDS TRENT SUB (303)883-7090 Lewis/Julie Hemion 170629 Top Notch Roofing and Repair *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,680.00 FEES Total Valuation 0.00 Use Tax 392.28 Permit Fee 346.95 ** TOTAL ** 739.23 *** 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. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201708272 201708272 ISSUED: 10/12/2017 44 Morningside DR EXPIRES: 10/12/2018 Residential Re -roof to install OC asphalt shingles - 49 sq Pitch = 5.5/12 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with this -permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 5 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date o36f 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 originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official " Date l; REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 7 o 70 7 7 From: no-reply@ci.wheatridge.co.us Sent: Wednesday, October 11, 2017 4:05 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed 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 Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 44 Morningside Dr Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Trent Reynolds 812-391-3434 93 ` Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract tareynol@gmail.com Yes Trent signed contract.pdf 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) Contractor Address (Primary address of your business) Top Notch Roofing And Repair Inc. 170629 303-883-7090 7700 W GRANT RANCH BLVD. UNIT 6D Contractor Email Address topnotch333@gmail.com Retype Contractor Email topnotch333@gmail.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 49 $ 18,680.00 No Pitched roof (2:12 pitch or greater) 94 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof. Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 5.5 Owens Corning Duration Storm Asphalt This is the main house 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 95 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 Lewis William Hemion Email not displaying correctly? View it in your browser. 96 PROPOSAL & ACCEPTANCE Tr00 W, 6rani Ranch Blvd_ Unit 6D 34 .lk"a1V$'r. M go r- Pivirlc. 60.3) 9973- 7090 Email. tupncnch Tryat,t�rt folic .:. ; .0 3005217 Cell 9 812-391-3434 NAME: Trent Reynolds Phone N STREET; 4 htorniagside Dr_ l l� mail. C ITV, STATF, 71P: Wheat ridge, CU. 80215 CWM # -102912382-1-1 JOB ADDRF-SS-- TOP NOTCH ROOFING & t2VPAIR (Hereafter called contractor), in accordance with your request, has inspected the above, roof and is pleased to submit our recommendations and quotations as outlined below: Remove ex-Tsting, Asphalt shingles to wood deck_ Remove debris from ,tobsite. Install #x.30 Svntbetic 8asc. Install neer rota jocks on plumbing pities and paint to match roof - Install neva Midge rent and Roof vents. Iastall 3x4 Drip edge on entire peritneter. C:olttr l EM11 Install Ice and Water shield on eave edges. Sh in -les, to be 6 nailed as per codc. ('-$uaA 1. 0 rrpk wind trtdgg.) Install f vrij, Corning Duration Storm Ylt_ Jobsitc shall lie clean and free of roofing debris upon campietion. Upon completion, there is a Five (5)fear Workmanship Warranty from Trip Notch Roofing. Shin es have a Manufacturer's Limited Lifetime Warranty - Lewis & .7mlie fkmion r' 7i)rp Votch Rot ring would like ice thtank }r�u f�,r thiw #r�ajxAriddrtitk: i''ou cent c.t uni on us fi}r ah'Votule Ixfrft°cliirin /R)txr slarl to,,irrish_ :'ill additional supphemerws, from owner's insurance company will he l tid to Top Notch Roofing i.e.: Permit et,c_ Thv only on of pocket ctxoney is the deductible. We Accept WaWer Curd A Kau Arig'! 2% Total,__ rtr lrtsurancc (quote Total i I'laym nt glue upon completion. Cancelation of Contract and refund notice.: Property oviner has the r t to cancel (his contract and receive A full refund of any deposit within 72 hours atter entering this contract Authorizxd Signatum liy: LEM W 14E: ZION txMs W. Hemion i Owner Cell # 3W -t. 3=77)11 "NUTE:; This props � may tic withdrawrn or c httr godr by ' L` p Notch Roofing if not ncccpted within 30 days. ACCEPTANCE The alxwe prices_ specifications and cond-lions are satisfactory and arc hcmbv aa,: epttY1_'i`ou are authorized to do the ACCEPTANCE Ile abDve pfic, -pe-elfications and conditions are -satisfactory and are hmkv accepted- You are authorized tt) do th work as- spcc-ilicd, C(Aor Signature, Slpwture: Approx. Slad Date r'Z, f- Approx- Completim Dolt --a From: pp 11/09/2016 15:03 #634 P.003/003 Afft Occuuancv! C•ms INSPECTION REQUEST LINE: (303) 234-5933 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 thefollowing business day. Inspector Must Sign ALL Spaces pertinent to Ws Protect Foundation inspections Date ..trtidsis � comments pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Dei Not Pour Concrete Prior To Approval Of The Move Isis coons UnderMg ®undiSlab Inspections Hate tnsr comments fr,pect itials Etectrlcal plumbing Do Net Craver Underground or Belowlin-Slab Work Prior To rovW Of The Above Inspections Rough Inspections Date inspector Initials Comments Mail Sheathing Abid -Roof I 11171V Loth / Watt Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framingmol Insulation ot r.r e Drywall Screw / Neil 4'6' :5 Final Inspections Date Inspector ''s�.� '- W " Irritisi$ g+K f'' y,,..3?A I x Sr«'MIS Final Electrical Final Plumbing cr;5 h� Final Mechanical W x;;.. Roof Final Window 1 Doors Final Building Landscaping & Parking / Planning slept. Inspections from these e=ntities should be requested one week In advance. For landscaping and parking ROW & Drainage / Pubfic Works Dept. Inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire= inspections Fire inspection /Fire Protection .Dist. contact the Fire Protection District for your project, NOTE: All items must be completed and approved by Planning, PubiiC WOrft, Fire and Building before a certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For tow voltage permits - Please be sure that rough inspections are completed frthe Fire district and electrical low voltage Y the Building Division. "For Inspection Time Window Requests Please email ins timer® gest ci.wheatr' e.co.us- by 8:00 A.M. the day of the rispection with the property address in the subject finer of the email. Occupancy Is Not Permitted Until -v le Issued Protect This Ca" 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: � O P Job Address: Lj L4 --' 2!J �vC� 5 i Permit Number: D�2 I L (0)-7_ g ❑ No one available for inspection: Time " S A PM Re -Inspection required: Yes Q� *When corrections have been made, call for re -inspection at 303-234-5933 Date: l Inspector. DO NOT REMOVE THIS NOTICE From: 11/09/2016 15:03 #634 P.003/003 Z —00�anc: 11V*r`VV.V4V I #Sim 1K=%.iW1KAW INSPECTION REQUEST LINE: (303) 234-5933 ed unless this cud is posted an the ect site. Inspections wffl not ;e perfbrmc,�� proi flee inspection request line bef re 11:59 p.m. to receive an inspection thefollOwing business day." Fc—ai, Is 9"EM-to Rough Inspections Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rcuoh Pfumbinq/Gas Line Mechanical Rough Framing insulation Dr/wall Screw I Nail Final Electrical Final Plumbing Final Mechanical Roof Final Window / Doors Final Building ..... ..... se INWRQ P PIZ= Prior To 4�pprcvai Of The ^1130fO Landscaping & Parking I Planning Dept. Inspections from these entities should be requested J one week in advance. For landscaping and parking ROW & Drainage / Pubfic Works Dept, Inspections call 303-235-284ro. For ROW and drainage inspections call 303-235-2861. For fire inspections Fife Inspection / Fire Protection Dist. contact the Fire protection District for your project, NOTE- All items must be completed and approved by PlOnntrig, Public works, pzlre &nd Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute atithOrIz8flo'n Of occupancy. For tow voltage permits - Please be sure that rough inspections are completed from the Fire District and electrical low voltage y the Building Division. -00 A.M. the day of the 'For Inspection Time Window Requests - Please email insDtim -0Uest(&ci.Wheatrjgg_e.Gq-us by 8. n8pection with the property address in the subject line of the email. Occupancy Is Not Permitted UntlP Protect This Ce - %J 1P Issued 4,e 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: Job Address: Permit Number: 2-016 G / 778 Vv El No one available for inspection: Time • AMhPM Re -Inspection required: Yes No When corrections have been ma ,cal or re -inspection at 303-234-5933 s 19-1 r ,+ Date: Inspector: tt` DO NOT REMOVE THIS NOTICE ROBERT A. ARMON ARCHITECT LLC July 30, 2016 Brian Mayville 46 Morningside Drive Wheat Ridge, Colorado 80215 Re: Water drainage from adjacent property, 44 Morningside Drive. This letter is in reference to water drainage onto your property Born the house to the south of your residence at 44 Mumingside Drive. I visited the property on Wednesday, July 27, and observed the following conditions: 5 1. Water was flowing in a steady stream through the wall and under the wall on your south property line and onto your yard and driveway. A drain pit has been constructed in the rear yard by a previous owner to catch the water run-off from several roof drains and downspouts. It was obvious that it was not working property. Surface flow could also be contributing to this over -flow onto the 46 Momingside property. 2. It was apparent that the water drainage has been going on for some time as there were noticeable stains and water paths visible. 3. Water has seeped beneath your site wall, the planter box, sidewalk, and into the garage. The water has caused rot damage to the south garage wall siding and the sill plate appeared to be rotten. 4. 1 observed both settlement and heaving of walkways. The water appears to seep under and on top of the walkways, driveway, walls, walks and garage. 5. 1 took numerous photos to document these conditions and have attached 6 of them to this letter. 1. This condition would be difficult to solve from your side of the property line. It needs to be corrected at the source, which I believe is the gutters, downspouts, and drainage pit in your neighbor's yard. 2. The drain pit could, be re -built, considerably deeper, to allow the water to into the earth at a lower elevation. This could be more than 8 feet, possib as much as 12 feet to achieve a depth lower than your improvements. I 3. Extend a physical, underground drain from the bottom of the existing drain pit out to Morningside Drive. This would be located completely within the neighbor's property. 4. Construct an underground drain on your property along the retaining wall, all the way to Momingside Drive. As the termination point would be lower than the existing curb flow line, a pop-up drain would be required. This drain line would be more than 100 feet in length, as it needs to start almost as far as your property comer to the East. Ideally, this drain line should be below the frost depth of 36 inches, 5. Gutters and dowiispouts could be re -configured to direct the water somewhere other than into the existing drain pit. This would be in addition to the underground drain line mentioned in Item 4. 6. Another possible solution would be for the adjacent property owner to install a sump pump below frost depth in the pit and pump the water up and out along their concrete driveway to Morningside Drive. I have attached the current Jefferson County Statute regarding Stone Water Drainage. Article 3.3.1 Post Development Flow Conditions refers to your particular situation. It appears that a civil law relative to drainage is being violated here. In summary, I suggest this condition be remedied as soon as possible, as the damage will certainly increase with time. My feeling is that over the past few years the water has continued. to find an easy channel onto and under your property and it appears to be getting worse. I hope these comments help you achieve a positive solution. 22MEM Robert A. Armon, Architect Attachments: 6 photos taken July 27, 2016 4505 West 3I t Avenue, Denver, Colorado USA 80212 Telephone: 303-455-8633 Email: amionarch(a,)q.com Website: www,armonarchitect.com N Case Number: 13-117630AM Case Name: Temporary Regulation Amendment Applicant: Jefferson County Location: County -Wide Purpose: To amend the Zoning Resolution and the Stormwater Drainage Design and Technical Criteria Regulations in Jefferson County WHEREAS, due to the recent flooding in Colorado, the Planning and Zoning Division finds that modifications to the Zoning Resolution and the Stormwater Drainage Design and Technical Criteria are necessary to ensure the reconstruction efforts can be completed in an efficient and timely manner and necessary improvements are made to prevent the destruction to public roads and private property such as occurred with the most recent storm events. - MO. I i: ill MWO WHEREAS, the Board of County Commissioners finds that the temporary regulation amendments are in the best interest of the health, safety, and general welfare of the residents of Jefferson County, and will enable the County to safely and efficiently begin the reconstruction process to the flood impacted areas. The provisions for adequate drainage are necessary to preserve and promote the general health, welfare and economic wellbeing of the County, Drainage is a regional feature that afiects all governmental jurisdictions and ail parcels of property. This characteristic of drainage makes it necessary to forniulate a program that balances both public and private involvement. Overall coordination and master planning must be provided by the governmental units most directly in- volved, but drainage must be integrated at a regional level. When planning drainage facilities, certain underlying principles provide direction for the effort, These principles are made operational through this set ofpol- icy statements. The application of the policy in turn is facilitated by technical criteria and data. 3.2 Basic Principles 3.2.1 Multi -Purpose Resource The county encourages the use ofstorturvater run(J'as a nnifti-purpose resource and to require space allocation fear appropriate drain agefi7cilides in the planning of neav developments. Storaiwater runoff is a resource that is a subsystem of urbanization. This subsystem should he multi-purpose to satisfy the demands placed on water within urban development, The stonriwater resource has the potential for a beneficial use if it is compatible with adjacent land uses and Colorado Water Law, Exam- ples of beneficial use include, groundwater infiltration and use in landscape features. The planning of drainage facilities must be included in the development process. The provision for adequate drainage becomes a competing use for space along with other land uses. Ifadcquate provision is net made in a land use plan for the drainage requirements, storm water runoff will conflict with other land uses and will result in water damages and will impair or even disrupt the functioning of other urban systems. Drainage facilities can fulfil other purposes aside man just drainage. Facilities that are net typically designed for drainage, such as recreational areas and parking lots, can ficquently be designed to provide water quantity and quality beriefits. Elimination or reduction in the size of detention and/or retention facilities is preferred where acceptable groundwater infiltration methods are used, 3.2.2 Water Rights The county requires durl analysis of impacts on water rights he included in the planning and design od drainage Jacififies, ,1propose When the drainage sub -system interferes with existing water rights, the value and use of the water rights, are allected. Drainagaways and storage facilities frequently interrelate with water rights, which must be addressed when planning new facilities to preserve their integrity, 3,2.3 Major Dramageway 7he county &fines a major drainagerviiu, as ariv drainageflou, path with a tributary area of]30 acres or more, 3.3 Regional and Local Planning 3.3,1 Post Development Flow Conditions The county encourages infiltration andfir post developmentflow conditions to be in a manner and quanfire (fiou, rate) as to not do more harm than the pre- development./low within the drainage basial, unless the ownsldeveloper can obtain approval ondlbr easements from the affected property olfner(s,). Colorado follows the modified civil law rate that the owner of upstream property possesses a natural easement on land downstream for drainage of surface water flowing in its natural course. Natural drainage conditions can be altered by the owner of the upstream land provided the water is not sent down in a man- ner or quantity to do more harm to the downstream land than trinnerly. During the development proms, if water is allowed to flow into the development in its historic manner and quantity and is discharged in the historic manner and quantity, the alterations are generally acceptable. When the development alters the natural drainage into the development in a manner or quantity that results in more harm to the downstream land, it may violate the modified civil law rule. likewise, if the development does not return the drainage to the natural drainage conditions or does so in a manner or quantity that results in more harm, it may violate the modified civil law rule. Etevelopment proposals that violate the modified civil law rule will not be approved unless the owner/developerob- tains approvals and/or casements firom the affiected property owner(s), a.,3.4 andtolal r1dolling the county requires that new developments conipty with adopted regional drainage master plans. As set forth in Section :3.2.1, drainage planning is required for all new developments. In recognition that drainage boundaries are non -jurisdictional, the County participates in the preparation of regional basin -wide master plans. These plans define major drainage facilities, including those that are required public im- provements for new developments. 3.33 Drainage Problem Areas The caunry requires offsite analrsis and drainagefacififiesfor developmem in a drainage problem area A drainage problem area is an area where there is no downstream ou#411 to a street, roadvide ditch, open channel or storm sewer that meets the relevant requirements in these Criteria. The offsite antaiysis will address downstremn conditions at every point along the projectsue boundaries where ,steers afar ninoff will exit the property. The counit, allows storinivater retention in drainage problem areas only if there is no other viable option, in the opinion of planning crud Terming, available to resolve the drainage impact from the development, Storinivater relentionfacififies must be designed to meet these criteria (storago). 'there are areas within the County where significant drainage problems exist. Any new development in those areas may compound the existing drainage prob- M BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * . Correction Notice Job Located at 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: You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date 4 oept. DO NOT REMOVE 1I~fS TAG FORM WR642 , DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14272 BUILDING INSPECTION LINE - 303-234-5933 Date CITY OF WHEAT RIDGE : 8/1/02 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: REID GAMBERG Property Address : 44 MORNINGSIDE DR Phone : 274-2745 Contractor License No. : 19265 Company : A J I Fence, Ltd. Phone : 289 4388 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry 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 Rid ordinanc , f work under this permit. (OWNER)(CONTRACTOR) SIGNED~ DATE I d Description : INSTALL NEW 6' PVC FENCE Construction Value : $9,500.00 Permit Fee : $18125 Plan Review Fee : $0.00 Use Tax : $114.00 Total : T $295.25 Use: BUILDING DEPARTMENT USE ONLY Approval: MP Zoning : R-1 Approval: BG ~ APProval Occupancy : Walls SIC : Sq. Ft. : 7/31/02. P9ease Nol^: pweer/contractor is responsi l ^ro r t . lines and consVuctrtig impro ,Me u apptoved plai d re,Jr 7137/02. The City is r.ot esp onsibi Roof Electrical License No Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Stories : Residentiai Units : Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issue0 in accoraance with the provisions set forth in yopur application and is subjeIX to the laws of the State of Coloratlo and to the Zoning Regulations and Building Code of Wheat Ridge, Coloratlo or any other applicable ordinances of the City. (2) This permi[ shall expire if (A) the work authonzetl is not commencetl within sixty (60) tlays hom issue date or (B) the builtling authorized is suspentled or abandoned for a period ot 120 days. (3) If this permit ezpires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be matle in the ori9inal plans and specifcations antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abantlonment exceetls one (1) year, full fees shall be paid for a new pertnit. (4) No work Ot any manner Shall be tlone that will change the nalural flow of water causing a tlrainage pmblem. (5) Contractor shall notiy the Builtling Inspector twenry-four (24) hours in advance tor all inspedions and shall receive written approval on inspection cartl beFOre proceedii withsuccessivephasesofthejob. ~~~111 ~~1Th of a permit or the apProval of tlrewings and specifca[ions shall not be constmed to be a permit Por, nor an approval of, any violation of the ~ pr s n o/ i~plpdipgt»' des or any other ordinance, law, rule or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pernut Number: BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE v 7500 WEST 29TH AVENUE \ 1`~ WHEAT RIDGE, CO 80215 -(303-235-2855) ~~UCATION Proper[y Owner: A w" G- Properry Address: S/y Phone : ?711-,27'%S` Contractor License No.: f On4_-C' O{VNF,R/CON'IRACTOR Phone: ANDAGREEMENT I heazby cer[ify that the setback distancu proposed by this pumit application are accurate, and do not violate applicable ordinances, rules or regulations of the City oF Wheat Ridge or covenanfs, easemelRS or resfnctions of record; thai all measuremecAs shown, and allegations made are accurate; t}iat I hava read and agree to abida by all conditions prilRed on this app]ications and that I avsume full rasponsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Otdinances, for work under this pemut. ~ (OWD@RxCqN1RACTOR):SIGI~D ~ DATE 9'Z~ G Construction Value: 7-J Permit Fee: Plan Review Fee: T Tsa Tax TOt2l: Description: 1 i~t7rtc~ Nf 4~' 6, I Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Eacpiration Date: Ezcpirafion Date: Expiration Date: Apprwal: Approval: Approval: (I) 17vs pevnit was issued in accoidance vrtfh the provisions set forth in you[ applica4on md ss mbject to rhe ]aws of the State of Coloado and W the Zoning Regulatlou and Buildivg Code of Wheal Ridge, Coloado or any othw applicable oidinances of fhe City . (2) Tlvs permi[ shell exprte if (A) the work authonzeA is not rommenceA wi4tin sizty (60) days from isme detc or (H) the buildivg authonmd is suspended or abandoned for a period of 120 days. (3) If this pemtit expitu, a new pertnit may be acquired fw a fee of one-half the amourt no[mally reqtired, provideA m chenges have been or will be made m the onginal plaas and specifica4ou and azry suspension or abmAowien[ has not ezcaeded one (1) yeaz. If changes have been or if suspuuion oc a6andmunent exceeds one (1) yeaz, full fees slull be pvd for a new pmnit. (4) No woik of any nuazmer shall be done thet will change the ritucal Ilow ofwatw ceusing a dramage problem. (S) Contracto[ shall notify the Hmlding tnspector twrnty-four (26) houn in advance far all inspeclions and shall receive writtm approval on iaspectlon cazd before proceeding with succusive pLases ofUiejob. (6) The iuuence of a pemut ot the apfuwal of drawinR,s and specifica4orts shall nol be cros6ved [o be a pemut fot, nor an apprwal of, arry violatlon ofthe pmvisions oftiw building codes w arry oNa ordinancq law, rvle or [egufe4oa luef~Buildin nspector AI ~ Iv a ~p I I I ( ~ - l3-~ , /0 j" ' 1 ~ H:r& ;t i i ~ r 1 I 1 11~ I s?-~i-r) 4'YrytihF ESTIMATED AVERAGE COST PER LINEAL FOOT FOR MATERIAL - SEE PAGES 5-6 GATE KITS WCWDE 2 UP-RIGFfTS, SELF- CLOSING HINGES, LOCKABLE LATCH. BRACE, AND HARDWARE RAILS AND PICKETS ORDERED SEPARATELV. PRFASSEMBLED GATES ONLY - AVAILABLE 50" (ACTUAL) WIDTH. DOUBLEORNEGATE: ORDE7 (1) GATE KIT, (1) OPPOSITE LEAF GATE KIT, AND DROP PIN KIT. MAXIMUM RECOMMENDED SINGLE GATE WID7H IS 50". IF YOU NEED A WIDER GATE, PLEASE CONTACT ENGMEERING FOR INSTALL4TION RECOMMENDATIONS. EXTERNAL CAPS INCLUDE SCREWS, WASHERS & SNAP CAPS TONGUE IS REMOVED FROM LAST PICKET FOR A FLUSH FIT WITH POST ~ TOP RAIL 2" X 6" X 88" DECO RAIL RIBBED, EXTRUDED WITH CHANNELTO ACCEPT PICKEfS. M PICKET SPACING NONE M PICKETS 7/8" X 7" X 62-5/8". SECTION INCLUDES 11 FULL PICKETS AND ONE END PICKET WITH THE TONGUE REMOVED ~ BOTTOM RAIL 2" X 6" X 88" DECO RAIL RIBBED IXTRUDED WITH CHANNEL TO ACCEPT PICKEfS, INCLUDES STEEL REINFORCEMENT CHANNEL. ~ POST 5" X 5" X 107" HW FOR IN-GROUND INSTALLATION. 5" X 5" X 84" REG WALL FOR ABOVE GROUND INSTALtATION. PRODUCTNO. DESCRIPTION WEIGHT PRICE 5 X 5 IN-GROU ND INSTALLATION 20646 FENCE SECTION 71 LBS 67341 CORNER POST 5 X 5 X 107 20 67342 LINE POST 5 X 5 X 107 20 67343 END POST 5 X 5 X 107 20 67344 3 WAY POST 5 X 5 X 107 20 679108 BLANK POST 5 X 5 X 107 20 70413 BALL CAP DCf 5X5 1.5 70416 GOTHIC CAP 5X5 1.5 70418 FLAT CAP IXi 5X5 .4 70427 NEW ENGLAND CAP EXT (WHITE AND TAN ONLI) 5X5 1 61861 GATE KIT 27 61862 OPPOSITE LEAF GATE KIT 27 298361 PREASSEMBLED GATE 50" WIDE, SELF-CLOSING 58 298362 OPP. PREASSEMBLED GATE 50" WIDE, SELF-CLOSING 58 27600 DROP PIN KIT RES/COM 5 5 X 5 ABOVE G ROUND INSTALLATION 52681 CORNER POST 5 X 5 X 84 12 52682 LINE POST 5 X 5 X 84 12 52683 END POST 5 X 5 X 84 12 52684 3 WAY POST 5 X 5 X 84 12 539084 BLANK POST 5 X 5 X 84 12 Sections, Caps & Gates - See 5 x 5 In-Ground Installation OPTIONAL / EXTRA MATERIAL 70088 STEEL CHANNEL FOR 2 X 6 RAIL 7 609088 2 X 6 X 88 DECO TOP RAIL 8 60489 2 X 6 X 88 DECO BOiTOM RAIL WITH STEEL 14.5 60783P LOCK RINGS (ORDER 2 PER EACH ~ TOP AND BOTTOM RAIL) 24 COUNT 469063F FENCE FILL KIT 7/8 X 7 X 62-5/8 TONGUE & GROOVE - 12 PIECES 44 71414 2" EZ SET POST BR4CKETS (PAIR WITH HARDWARE) OPTIONAL 1.5 11 78 PRODUCT NO. DESCRIPTION WEIGHT PRICE GATE KITS INCLUDE 2 UP-RIGHTS, SELF- CLOSING HINGES, LOCKABLE L4TCH, BRACE, AND HARDWARE RAILS AND PICKETS ORDERED SEPARATELY. PREASSEMBLED GATES ONLY - AVAIL4BLE 50" (ACTUAL) WIDTH. DOUBLE DflIVE GATE: ORDER (1) GATE KIT, (1) OPPOSITE LFAF GATE KI7, AND DROP PIN KIT. MN(IMUM RECOMMENDED SINGLE GATE WIDTH IS 5'. IF VOU NEED A WIDER GATE, PLEASE COfVTACT ENGINEERING FOR INSTALLATION RECOMMENDATIONS. EXTERNAL CAPS INCIUDE SCREWS, WASHERS & SNAP CAPS ~ TOP RAIL 2"X4"X71-1/2" DRILLED TO ACCEPT FASTENERS 8 PWGS M PICKET SPACING 13 SPACES OF 2-7/16" ~ PICKETS (WITH CAPS ATTACHED) 12 PIECES OF 7/8" X 3" X 45" DRILLED TO ACCEPT FASTENERS. LENGTH DOES NOT INCLUDE CAP, ~ BOTTOM R,41L 2" X 4" X 71-1 /2" DRILLED TO ACCEPT FASTENERS & PWGS M POST 4" X 4" X 75" FOR IN-GROUND INSTALLATION. 4" X 4" X 52" FOR ABOVE GROUND INSTALLATION. ~ PICKET CAPS 12 PIECES OF 7/8" X 3" X 2" POINTED PICKET CAPS , m TRUE 4 X 4 IN-GROUND INSTALLATION 20324 FENCE SECTION 22 LBS 213541 PREASSEMBLED FENCE SECTION (MINIMUM ORDER OF 7) 22 64111 CORNER POST 4 X 4 X 75 8.5 64112 LINE POST 4 X 4 X 75 8.5 64113 END POST 4 X 4 X 75 8.5 64114 3 WAY POST 4 X 4 X 75 8.5 649075 BLANK POST 4 X 4 X 75 8.5 70409 GOTHIC CAP 4X4 1 70411 FLAT CAP INT 4X4 .3 70412 BALL CAP DCf 4X4 1 70414 FLAT CAP EXT 4X4 .3 70426 NEW ENGLAND CAP EXT 4X4 ,8 29321 GATE KIT 23 29322 OPPOSITE LEAF GATE KIT 23 263741 PREASSEMBLED GATE 50" WIDE, SELF-CLOSING 28 263742 OPP. PREASSEMBLED GA TE 50" WIDE, SELF-CLOStNG 28 27600 DROP PIN KIT RES/COM 5 TRUE 4 X 4 ABOVE GROUND INSTALLATION 65541 CORNER POST 4 X 4 X 52 6 65542 LINE POST 4 X 4 X 52 6 65543 END POST 4 X 4 X 52 6 65544 3 WAY POST 4 X 4 X 52 6 649052 BLANK POST 4 X 4 X 52 6 Sections, Caps & Gates - See 4 x 4 ImGround Installation OPTIONAL / EXTRA MATERIAL 28212 2X4X71-112DRILLEDR4IL 4 70463 7/8 X 3 X 2 POINTED PICKET CAP .1 70776P 5/16 X 3/4" HEX WASHER HEAD SCREW - 100 COUNT 70775P 3/16" IXPANSION RIVETS (PREASSEMBLED SECTIONS) - 100 COUNT 70784P 3/4" R41L PLUG - 25 COUNT 3545000 PICKET 7/8 X 3 X 45 WITH POINTED CAP, DRILLED 1.2 71413 1-5/8" EZ SET POST BRACKETS (PAIR WITH HARDWARE) OPTIONAL 1 75025 TOOL 1/2" MAGNETIC NUT DRIVER .5 r 45' C POSTCENTERS TRUE4X4=72" s sirz' ~ 28" ~ 75' 3 1/2' 5" C c - A ESTIMATED AVERAGE COST PER LINEAL FOOT FOR MATERIAL- SEE PAGES 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 13964 6/3/02 Property Owner: Property Address Contractor License No. REID GAMBERG 44 MORNINGSIDE DR 20259 Phone: 274-1189 Company : Janard General Contractor, Inc. Phone : 303-274-2745 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 recortl; 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 compliay,e witFytl~Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordy~nc~rfor worlj under this permit. (OWNER)(CONTRACTOR) Description : HOUSE Construction Value : $123,368.00 Permit Fee : $1,128.15 Plan Review Fee : $733.30 Use Tax : $1,480.42 Total: $3,341.87 Use: Approval : MLC Zoning : R-1 Approval: DM Approval : Occupancy : Walis BUILDING DEPARTMENT USE ONLY Il SIC : Sq. Ft. 3aC/ RESIDENCE HAS EXISTING NON-CONFORMING SIDEYARD SETBACK. OK. 6l3/02 Roof : Stories : Residential Units : Electrical License No : 18541 Plumbing License No : Mechanical License No : 21098 Company : Brug Electric Company : Company : Advanced Air Expiration Date : 2/28/03 Technologies Expiration Date : 8/29/02 Approval : OK/KS Expiration Date : Approval: Approval: OK/KS (1) This permit was issued in acwrtlance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado antl to lhe Zoning Regulations antl Building Cotle of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) ihe work authorized is not commenced within sixty (60) days from issue date or (6) the building authorized is suspended or abandonetl for a period of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-halt the amount normally requireq providetl no changes have been or will be made in the original plans and specifcations antl any suspension or abantlonment has not exceetletl one (1) year. If changes are matle or if suspension or abandonment exceetls one (1) year, full fees shall be paid tor a new permit. (4) No work of any manner shall be done that wiil change the naNral flow of water causing a tlraina9e problem. (5) Coniractor shall notify ihe Building Inspedor N+enty-four (24) hours in atlvance for all inspections and shall receive written appmval on inspection card before proceetliin ith successive phases of the job. (6) Th eof a r' the aPProval of drawin95 and sPecifications shall not be consimed to be a Permit for, nor an approval oF, anY violation of the provis s the otles or any other ordinance, law, rule or regulation. Chief Building Iri4ector DEPARTMENT OF PLANDIING AND DEVELOPMENT Building Permit Number: oF wNEqT.pQ gUII.DING INSPECTION LINE - 303-234-5933 Date: ~ m CITY OF WHEAT RIDGE , ~C 7500 WEST 29TH AVENLJE ~y \ WHEAT RIDGE, CO 80215 - (303-235-2855) ~~toRnoo ,yP3"p p~t~TiiO7~~ fi . Hi~[ ~e,Fl4 ~ j ~ PropertyOwner: RA/C Property Address: ,'JQlu~. Phone :-3(-13 - 2 7~-~f~j Conhactor License No.: 2CsL ~ T Company: .ff3N~2~ 6-5rjL2ALC~wD'P. Tr~ Phone: 3c)3.2 OWNER/CONTRACTOR SIGNATURE OF UIYDERSTANDING AND AGREEMENT I hereby artify that [he setback dis[ances proposed by ffiis pemit applicatio¢ are accurate, md do notviola[e applicable ordinances, mles orregulations ofthe City of Wheat Ridge or covcnanGS, easements or restricfions ofrewrd; that all measurements shown, md allegations made are accurate; that I have read and agree to abide by all condiUOns printed on this applica5on md that I essume futl responsibiliry for compli ihe Wheat Ridge BUilding Code (U.B.C) md all other applicable WhaaCR'Tdge'Ordinan s, for work under this pemiit. ~ J (OWNERxCON1RAC1'OR): SIGNED Description: 66~ ZONING COMMENTS: t Approval: ('(\\C ZoningR-~I J, cZti/C0 ~'L 36d-1 Construction Value:$,,.' Permit Fee:$ ~ Plan Review Fee:$ 'yes Use Tax:$ TOt21:$ BUILDING DEPARTMENT USE ONLY ~.QStdQ~CC h~S ~X1S~l6lC ~~1 ~ sic: zu~klvlll;IC) ~11&y~~~ ~~~3&75 BUILUING COMMENTS: Approval: PUBLIC WORKS COMMENTS: ~ Approval: Occupancy: Walls: Roof Stories: Residential '~'I~°i ro Electrical License No: Plumbing License No: Mechanical License No: Company: R,ekyz IGCYQ7e/e Company: Company: A'~U~t`~ ~~~~2cGkk.~ Expiration Date: Expiration Date: Expuation Date: Approval: Approval: Approval: (I) Tltis permit was issued in accordance with the provisious set fortli in youa anplicatlon md is wbjea m fhe laws of the Stah of Colorado and to the Zoning Regulations md Huilding Codes of Wheat Ridgq Colorado or any otliec applicable ordinmces of the Ciry. (2) Tltis peimit shall ezp've if (A) the work avthorized is not wmmenced witldn sixry (60) days from issue date or (B) the building autliorized is suspended or abaudoved for a period of 120 days. (3) II this pumit expitts, a new pelmit may be acquired for a fre of one-half the amomt noemally requireQ provided ¢o chauges have beeu or will be made in the origiaalplaus and specifications md any suspeosiou or abandonmenthas not exceeded one (1) year. Ifchanges have bew or ifsuspeusion or abandanmeut exceeds one (I) year, fWl fees shall he paid for a new pemit. (4) No work of any manner sWll be done Nat will change the naNral flow of water causing a drai¢age problem. (5) CovhactorshallnotlfytheHuitdivglvspeceartwenty-four(24)hoursinadvaucefocalliuspectionsandshallreceivewrittenapprovaloninspectio¢cazdbefore proceed'wg with successive phases of ihejab. (6) The issuance of a permit or the appmval of drawings md speci6catlons sUall not he cou:mmd to be a pecmic for, nor en approval of, any viola¢on of the pmvisious qne 6wlding codes or avy other acd'wmmcy law, rule or regulatiou. lnspector l I rMU) A J GENERAL CONTRACTOR INC. 13301 W. 43`d Drive, Unit 15, Golden, CO 80403 ' Phone 303-274-2745 • Fax 303-274-1216 LETTER OF TRANSMITTAL ro ('ru, o/-, 60 14'iff &I ~1ab£ . S ~ o 29 ` ~f .,~-xJ; ,✓~i~i,~ ~ c~e1,8~1 We are sending you ❑ Shop Drawings P Copy of Letter DATE `'Z PROJECT Gh'`{ ar~"~ Vr Attached ❑ Under separate cover via ~°Prints ❑ Plans ❑ Samples ❑ Change Order ❑ the following: ❑ Specifications coples date description zu7S$J 4'S- ~ (~tes.11~o,y rz i;,,f Eei~C /~61 CW ~ .~SSor ~./~s~cla ~~£4l~?/-lP<- ~ [zz.6z &;dV v6~ ~~~ftwo.) THESE ARE TRANSMITfED as checked below: '~g For Approval ❑ No Exceptions Taken ? For Your Use ❑ Revise and Resubmit ~ For Review and Comment ❑ Make Corrections Noted REMARKS D./101411'~'J. ❑ Resubmittal Not Required ❑ Submit Specified Item ❑ Rejected P' ~a~~/]l~ibcJ. Copy To / e, c ~ - Signed 1 I R.D.FRITZ CONSULTING ENGINEERS ar70 so. Hdy caa.. airo 100 Enpleeaa0. CA 80112-1086 (3a+) waeon Fax (303) 8419U78 February 11, 2002 Darin Morgan City of Wheat Ridge Building Department Code Admnnistration 7500 West 29' Ave. Wheat Ridge, Colorado 80215 RE: Plan Review Conection Notice Gamberg Residence 44 Morningside Drive Wheat Ridge, Colorado Deaz Su: This letter is our response to your Plan Review Correction Notice dated January 22, 2002. Our response is d'uected to items 4 through 10. The following paragraph numbers correspond to the pazagraph numbers in your review notice: 4. The conflict in the column cap called out in the drawing has been corrected in our revised ~ drawing revised 12/21/01. This is now an ECC 5 1/4-8 connector. . 5. Detail D/S-2 should specify (2) 1'/<"xl 17/8° Microlam beam as shown on the plan. 6. A 3" diameter standard pipe column is a 3'/2" outside diameter column. This will match the proposed hangers. 7. We aze submitting structural calculations for this project. . 8. The eacisting roof rafters aze 2x12's at 16 inches on center in the area of the addition. See detail B/S-3 for the connection of new to old roof framing. 9. The 2x wedge in details B/S-3 and GS-3 will be built into the glulam beam as one beam when the beam is ordered and manufactured. • 10. The connector type at GS-3 will be a H2.5 tie at each side of the sloping glulam beam. Plan Review Correction Notice 2/11/2002 Page 2 of 2 If you have any questions, please call me at (303) 843-9077. Thank you, j✓f Robert D. Fritz, .E. Principal ir ii 11 i 1 11 ~ R.D. FRITZ CONSULTING ENGINEERS 6970 So. IdIY GNtlm, SuA< 10U EnpleaaoC. CO 80112-10BB (3a+) ea3eon Fa[130318039018 STRUCTURAL CALCULATIONS FOR GAMBERG RESIDENCE ADDITION 44 MORNINGSIDE DRiVE WHEAT RIDGE, COLORADO BY R. D. FRITZ CONSULTING ENGINEERS 6970 SO. HOLLY CIRCLE, SUITE 100 ENGLEWOOD, COLORADO 80112-1066 ~o~°app0 ,P EG~s' : • gt .l ~ ~ - • ~-~`3~°~ { • ; : S' ••.....••~~o`'` (,y. THIS WCLUDES PAGES I THRU 51 February 11, 2002 JobTltle 67ANBE~'U_RO-SIDENCE ay 1~S Dale1o/ Jonno. 0/-71 R.D. FRITZ CONSULTING ENGINEERS ROOT n~ SN ~NU ~e5 ~/g" OSR ZNSVLP~ I p1J 7avS5eS ~41E ET 'RQCK NiSC Checked sneet 1 0f N WiEA1 RiD(AE 9o mPh $.5 P CeC 9 9~=W i,8 i.2 vFPA P=/.230,300100) 4,0 = 3~:~ Psf Z. Z VP-1FT"lt4 j~~ 1.23~o."I ~2~•~~~ Zo = 1~.41 ps~ r6.~p5F SNOW LoAO cezary_ ~,~)Cl7c3ops<~ = a► Ps-~' sm,ce Pt~oPs( 5 Pi =1.25P~. = 26,25 2n~ rIOOR 1~ 3p" u.vw~o I50-rJi'S ~ ~b,. SNFFT RoCk M~SC To rnL nL 2•3 p,r 3.3 ?xr 2.2 p5 F 20 .__P s F q. 8 -=o 12.0 V.,,,, W, 62.0 V,1X 'i) ` i(- PI{' [xP C k/OQTN oF HovSE: NAS F-JEID (OpEI,% ToP oF HouSE 25<h<3o Ce=1.t61 175 2-0. 8 = I, 3 C k/40rzg' 7 = 0.7 UU2a LL 40p5f A s R£~5'0 /3Y TABLE /6-A wn~ EiS 3i9 ~~s o,2 p~l 0 .$9 1,5 2Ke,E,16"oc. 1,-7 ps~ GYp }3oARD ~ .5. 6 pS F Y 'l5-C, Ip5(x/6~Z/~ $ 59, a--u f~v. ~s piFX~d )7 + _ ~c= P, i !I Il ~ `(~(Il~~ryf.~~ p JobTitle~;RMpg f~4 ES~pFNCiF By DS Dale jO/Z5101 Jobno. 01'71 R.D. FRITZ CONSULTING subiect ~6~,,nA rioN cw~LS cnecked sneei 2 oi ENGINEERS FOUnIDATiON DESICaN FROµ STUD WALI GNECK f-kl1..t ST-D ydqll. SH€ET ~ ~ ~ vrvti : ~ fr Spa W~~~,4 1 c~]2.56 plE ~ ' .0~~33 ~ _ D./39 2A SF F ~ o~ 1 r 72.9~~1 Wi~ ° 08~~ a 0.6i0 There '5 S+ 0 decd /oGE( -~ao.A t~rs-1 } Icwr t5 /39 kIF l.095 kIF 6.23q E lF t„~= 0.z3N k~F WLL = p. (o/D ,~'lf' GCqnE flEAH DL 65m~~fxe~zX3')= o.3co kir OOTl UC ~~i2y 1.5`Xi 5o P-f D. 188 kIF To'raL LoaDS Wo, - p.7~2Z kIF w« = o. t'io kiF f -ooTj,vC, O /0 " +c l = G~" `~Y 'P'7 'd SreE( D.// ~//k/33~ 60 (u~ ~a~- 5 "s , "J+ud W a II / i tOAD- C /6 7 ~2 ~ ~1v2 ~ ~ 2y3 5fj ?',f1~ =7'~)s Y 37, 5 5y - ~z 679 1 - Rxo 682 'b ~ 5i~.~ piF i. 333' tio21- M5 s ~i li ~l ry p'~ ~l 11 Job Title (,'ar+FE¢ri 12=s I Ds u c p Br "pS oate Id12 S/ UI Job no. 0 1-7 ~ H.D. FRITZ CONSULTING subject (7~,14OFREAAC T)Fs/C)hl Checkad Sheet ot ENGINEERS - (,tJoc = 0.72Z pff Wt, ° 0.610Plf I N(o.-72z) f i,7l0,(,rv ~~F) = I.oit + 1,037 3=6 = 2.os kiF b8 2 $ 367~ _ O S&V F" 12c~ z 12000 Mu= (2.o5) ioz)_ 25.625 k-FE e h= y ~r c 29,6~ ~n°Y_O 25~6 8~ F 25.6Z5 : O /~Z2 #5` ~~e A-s (y,a)(36) ~ V. @' = wu~ ~ ) _ 2 .os~5- 3)= y,l~ U'L =U,lot IPVc= 0'85 (24000 ) _ '7 3 . / v,, ~ ti. ro~ Y6 Fritz Consulting Engineers Tflle : 6970 So. Holly Circle Dsgnr: 1W Suite 100 Dewrlptlon : Englewood, Colorado 80112 Scope : Rev St0300 U_.r KwOM2452 V=«1.3 =~Ju~1099.W0= General Footing Analysis & Design (e) 188}p9 ENERCRC Description (01-71) GAMBERG Job A Date: 4~06PM, 250CT01 1 Pege t I General Information caicwatwns are designed to nci 318-95 and 1997 usc rteqwremencs k Short Term Increese 7.00D Wk1th abng X-X Axis 1.333 R Base Pedestai Height 0.000 in Leigth along Y-Y Axds 1.000 R 3eismic 2one 1 Footing Thickness 10.01) in Overburden Weight 0.00 psf Col Dim. Along X-X Axis 550 in Live & Short Term Canbined Col Dim. Along Y-Y Axis 12.00 in Pc 3,000.0 psi Bfaxial Applied Lwds Fy 60,000.0 psi Min Steel % 0.0014 Concrete Weight 150.00 pcf Rebar Center To Edge DisWnce 3.50 in Loads , . ._.M, Applled Vertical Load... . . , . ~ . Dead Load 0.722 k ...ecc abng X-X Azis 0.000 in live Load 0.670 k ...ecc alang Y-Y Abs 0.000 in Short Term Load k Applled Moments... Dead Load Live Load Short Term Applled Shears... Dead load Live Load Short Term Creates Rotation a6out Y-Y Auis (pressures Q left & rlght) k-ft k-ft k-ft Creates Rohatlon about Y-Y Axis (pressures Q left 8 right) Creates Rotation about X-X Ntis (Pressures @ lop 8 bot) k-ft k-ft k-ft Creales Rdation about X-X Axis (pressures C top 8 hot) k k k Footing Design OK 1.33fl x 1.00ft Footing, 10.0in Thick, w/ Column Support 5.50 x 12.00in x O.Oin high 1.33ft x 1.00ft Fooling, 10.0in Thick, w/ Column Suppo DL.LL DL+LL+ST Ac u 1 AllowabM Max Soil Pressure 1,1242 1,1242 psf Max Mu 0.147 k-ft per ft Allowable 1,500.0 1,500.0 pst Required Steel Area 0.108 in2 pef ft "X' Ecc, of ResuttaM "Y' Ecc, o( Resuftant X-X Min. Stability Ratio Y-Y Min. Stabiltty Ratio 0.000 in p,ppp in No Overtuming No Overtuming 0.000 in 0.000 in 1500 :1 Shear Stresses.... yy i-WaY 0.000 2-WaY 0.971 >fing Design . , , . Shear Forces ACI g1 CA I 9-2 g , Vn • Phi Two-WayShear O.OOpsi 0.92psi 0.39psi 78623psi One-Way Shears._ Vu @ Lefl O.OOpsi O.ODpsi 0.00 psi 93.11 psi Vu @ Right O.OOpsi O.ODpsi 0.00 psi 93.71 psi Vu C Top 0.00 psi 0.00 psl 0.00 psi 93.11 psi Vu Q Bottom . 0.00 psi 0.00 psi 0.00 psi 93.17 psi Moments ACI 9-1 ACI g2 ACI 93 Ru ! Phi Mu Q Left 0.75k-R 0.11 k-ft 0.05 k-ft 3.9psi Mu ~ Right 0.15k-ft 0.11 k-ft 0.05 k-ft 3.9 psi Mu ~ Top O.ODk-ft O.OOk-ft 0.00 k-ft 0.0 psi Mu ~ Bottom O.OOk-R O.ODk-ft 0.00 k-ft O.Opsi Vn' Phi 93.113 psi 186226 psi As Rea'0 0.71 in2 per ft 0.11 In2 per R 0.07 In2 per ft 0.07 in2 per ft Fritz Consulting Engineers 7ttle : 8970 So. Holly Circle Dsgnr. ~qw Suite 100 Descriptlon : Englewood,Colorado 80112 Scope: ew: 510300 Kwas~~•52 Ver513.nJ- ,sds w~^=2 General Footing Analysis & Design (cI 18B1B8 ENERCALC ,g«h-,.r»0:....es::e ,...._~:i: r..,.~....d..~...... ~ . ..J~...~.v.ws u......:1 .....~.~~`J-: Description (01-71) GAMBERG RES. FOOTING DESIGN Job ii Date: 4:06PM, 250CT075 Page 2 ~ Soil Pressure Summary . --cm~ . , . . , . , , . . w. , .w...,a.. ...,,.w .,,e... , . Service Load Soil Pressures . . . . , Bottom- Top-Rig . . . . . . Bottan- . Top-Lef DL + LL 1.12425 1.124.25 1,12425 1.12425 psf DL+LL+ST 1,72425 1,124.25 7,12425 1,12425psf Factored Load SWI Presaures ACIEq.9-7 1,71123 1,71123 1,71123 7,71123psf ACI Eq.9-2 1.283.43 1,283.43 1,283.43 1,263.43 psf ACI Eq. 93 599.97 599.97 599.97 599.97 psf ACI FaCtOrs (per ACI, applretl mternaly to eMered bads) , . . ....,.....~-.--k- ..«w,. . ,.a.... . . ACI 31 8 32 DL 1.400 ACI 92 Group Factor 0.750 UBC 7927 2. 7 1.47 factor 1.400 ACI ai 8 9-2 LL 1.700 ACI 9-3 Dead Load Factor 0.900 I18C 19212 J "0.8" Factor 0.900 AG 31 8 9-2 ST 1.700 ACI 93 Short Term Factor 1.300 ....seismic = ST' : 1.100 Fritz Consulting Engineers 6970 So. Holly Circle Suite 100 Englewood, Colorado 80712 Tltle : Dsgnr: Deseriptlon : scope: Job # Date: 2:53PM, 72 DEC Ot b n..-. 5103oo page 1 ;..=M~=•s=,v«s,=,Wa2 Square Footing Design ~ ~aaswer~enc~~c e:WoanmfllesbcNi-71 aamheraY~lee.ecw:C Description (01-74) SQUARE FOOTING DESIGN I General Information caiculations are deai9nea to aa 318-95 and 1997 uec Requirements ` Dead Load 5.380 k Footing Dimension 4.000 R Liee Load 12250 k Thickness 10.00 in Shat Tam Load 0.000 k # of Bars 4 Seismic Zone 1 Bar Size 5 Overburden Weight 0.000 psf Rebar Caer , 3250 . Concrete Weight 150.00 pcf Pc 3,000.0 psi LL & ST Loads Caibine Fy 60,000.0 psi Loatl Duration Facta 1.000 Cdumn Dimension 3.50 in Allouuable Shc Bearing 1,500.00 psf Reinforcing Rebar RequlremeM Actual Rebar "d" depth used 6.438 in As to USE per foot d Width 0.156 in2 200IFy 0.0033 Total As Req'd 0.626 in2 As Req'd by Malysis 0.0015 in2 Min PJtwe % Reinf 0.0014 Min. Reinf °h to Req'd 0.0020 % Footing OK 4.00ft square x 10.Oin thick with 4- #5 bars AAmc Stalit Shc Pressure AIIw+Static Shc Pressure Mmc. Short Tertn Shc Pressure PJlav Short Tertn Shc Pressure Mu : Actual Mn' Phi : Capacily 1,226.87 psf Vu : Actual One-Way 3322 psi 1,500.00 psf Vn'Phi:PJlavOre-Way 93.11psi 1,228.87 psf Vu : Actual Two-Way 116.54 psi 1,500.00 psf Vn'Phi : fJlav Two-Way 18623 psi Altemate Rebar Seiections... 3.35 k-ft 4 # 4's 3 # 6s 2 # 6's 8.56 k-k 2 # Ts 1 # 8's 1 # 9'S 1 # 10's Fritz Consulting Engineers 7ttle : 6970 So. Holly Circle Dsgnr: Suite 100 Description : Englewood,Colorado 80112 scope: Job i Date: 426PM, 22 OCT Ot -7 Rae S1W00 U•_' KW ~=452 Ver51=.=2 ~~,sW wn== 4c) fB010B ENEFCRC Steel Column Base Plate . . . . ,v . . ~ .:.e Description (01-71) GAMBERG RES. COL1 BASE PLATE Page 1 General Information Calculations are des{gned to AISC 9th Edklon ASD and 1887 UBC Requirements „ . . . . , . , . . . . ..:.w:.,., . , F.....,~.,,...,.~.s,r, . Loads Steel Sectlon P3std Sectian Length 3.500 in lUCial Load 16.45 k Section Wid[h 3.5OD in X-X Axis MomeM 0.00 k-ft Flenge Thickness 0.216 in Web Thickness 0216 in Plate Dimenaions Plate Length 9.000 in Allowable Stresses Plate Width 9.000 in Concrete Pc 3,000.0 psi Plate Thfckness 0.600 in Base Plate Fy 36.00 ksi Load Duration Factor 1.000 SuppoR Pler Size Anchor Bolt Data Pier Length 42.000 in Dist. from Plate Edge 1.500 In Pier Width 42.00D in Bolt Count per Side 2 Tension Capacfi/ 5.500 k Batt Area 0.442 in2 Baseplate OK Concrete Bearing Stress Thickness OK Actual Bearing Stress 203.1 psi Albw per AC1 70.15 3,570.0 psi Aliow per AISC J9 2,100.0 psi Plate Bending Streu Bearing Siress OK Adual Po 21,436.8 psi Max Allow Plate Fb 27,000.0 psi Tenslon Bott Force Bolt Tension OK Actual Tension 0.000 k Allowable 5.500 k Full Bearing : No Bolt Tenaion 1 R.D. FRITZ CONSULTING ` ENGINEERS JobTitleS~EVECO 2 ZNU By DS Date I O/~Z~p~ dobno.01-7/ h-~ Subject ~~-r~N~, ~ESIG1,i CheckedSheet g of SC7UARE FooTi r.,C, CoLuHU I SQvRRE FooTiti(, oL 3.39 tL S a5 1.06 3.55 - t Z,~va 4.y5 cnp P414TF k w= =b.2a 12- kS; .~8 5 ~ ~ ` y o zaizKS)l 2 ~ z Z~UC) J ' GU z w/'/y ~ A.BoL;+S Bns~O r"~A TE ~ 9'x ~1 , x `+~,C w/~[fI /y" p~ A. C30LT5 aL - 3.3`l L(-= 8.45 wooD POSt STILL FiQS o'rNE2 7a18 AREA , ,z_n = lol.DB sQ ft, 27,58 si z i~ Gvo~r =~2 sfx o.733E u4c~ =('gv~fr 6/.082.°lY3 p 6i.o8 Wo.z =(1z r~~z7. sa)_o.~r K wLZ =vopSF~(z7.sa)= r,io3 WrnL _ I.U6`l k 'v.e , = 3,5`/6K A.$OhS 6z - a 3^ ,'O ~I A= S8z in` CoL UM~ 2 ' Job Tille .~-/(3EkC _~E~LENCF BY Dale Job no. F=~ H.D. FRITZ CONSULTING Subject enecked sneei ~ or ENGINEERS - NORTN EAST 17.23 k r.ioari a Wesr 18.26 L 3' p STANORRD CoWH&.1 kL- ]pf_8 u kt.~eU' = 25r 60 Go k~ STANDRRO 3" PIPE COI.UMN tzc,u81 aZLu.~- 10 f~ ~j II r~ tl:~i il R.D. FRITZ CONSULTING ENGINEERS Jo6Tille r'`~A l~~QEC~ Ci BY jDS Date ~(~11 8~01 Johno. OI-y~ Subject Checked Sheet of BEAI-l ON WOVD CUl, V M N z z _ -7'-~3 + 6-53/8 IS (I9'-0 '11 " 10 ; Bo Cw'-c~ ~=-'t2o ~ R1 RL° io w~ _ 3 ~2co iz' 9 ~ iz=9" 8 ~ PLL- ~WQ=6,G94 z 'Zoc,F gJEnM 1 (Ra%) Fada ReAcTio~S FRoM Rc»F TRV55 SNEET THIS IS(¢) 2/ a. 56 1q O LET'S SEE RT=AC710Ng SppN 19'-I" SfAeJ po~ = 1,ti3 t i,el 5. o°i 6.'r4 pif RrAcTX0N 9. 58 k oN 4 6x& woop POST GUNoSE (/niBRqcED 1-E.U6TyfV01 /o l(,. 26 5 K TN/S ?HE,v GoES To ?hfE K3EAM UNDE2NERTH wNoSE RXhI 14.366 K onrro cocuMAS o.v l5* FzmP- ~ wAu C?~ 1.5C ~VE¢y STUD "TAt,~GR THEU G' NVST Hlatg ~O-] TUD 1,33 ~LCnt/tiG Q CE~TC2 \.\-7 i Ir j~ ll "it iT B p [i R.D. FRIT2 CONSULTING ENGINEERS ToTA~-, Job Title (in MR ER(-n ~ESIPE ~NC E BY pS Dale 111041 O I Job no. Subject'Qnr.,s SuuMfaRV Checked Sheet I V.ot RG~BI _ ia-1.5 W'+10 pt~ ~ 16'7.5 WDL- 315 PIF + 26 pl~ 1-- 34 i I ~ pa, PZby Ib Pk =25~ I p,° 25~i ib QG182 wn~,. 2\U P4 PiR i=oyL I~ i'-II~" ~ li'-~~"• ~S'-4~i" 1 T t Ri R i P, 2'13V P L "78b2 R ~P, 3095 P, b2-76 R; P0. 1593 PIL 4u98 S'/ex 9lW 24{'-V5 GU3 iosao = m't ~22 'Jr y RGL63 ~gy0 68in ,98t6681b bBIL YN-vYw~~vV-vt Y~4 `~'✓"~-iwy,.14S pIF V4655 pIP y T P-` i9~+s r,, - ih pLL- bo~s lb P-7 pa` ; 5051 ~b p" = 202l Ib 5%Qx IS' 21117-V4 GLg l7S E (3) 'S~q y+ ~Q`!uS µ I ~ z 525U Tueouc.,N f~~TS ~i li R.D. FRITZ CONSULTING ENGINEERS JobTitle 6qhl86Rh RESIDEtiCF BY nS Date Iv~l6~o1 Jobno. 01-7( Subject 'RUVF CheckedSheet 113 of RG t-13 z- ~ w Z z bT,U 1`t i 0 u U,ol= 15(114' ) - zio PlC WLL = 30(14'-(P) ° 920 PI F 1 ~ I r~~ RZ R3 R P0. 2734 P, ~ ~soz s pa 3p95 PL, 10278 R ~ p„ iy93 P,~ 4046 RTI I ~ n 1Na" TJI/PQO 150 Co Z~ CINSTRVC'T'EP 13Y OWIJEQ TO SHOR'TEN -rui5 -ro 11-4" o.c ,i it:o ti JobTitle GqNgERL~ l2LSiDr1..7Cf- BY DS Date Job no. 0 R.D. FRITZ CONSULTING Subject lRooF 'BEANS CheckedSheet of ENGINEERS RC,~S$ b 62 l.oaos~ao~l .5 ~ '-S PAN. !q'-1" S. ' • T /A// (p061UG UIJIT ~ Q. ~'3/_~ I 1+ q\ 1.l 1 d s- ~ D ~ ~ TausS ~ y 2z'-6" =6?s (22.5 -14 3) 19, ~ 22.5 ~ s L6 Ih Cou~o USE R' 3,125x19,5 GL$ oR (3)- I.75"K Ib" 2.0F- NL Tf}ESE Ml. WvkF-RE CHMiGED To 6L6 WpL - i95 Piv ~ rROM~ReACTIOI,J F-RoH RooF-TRUSS" CAI.CVIfiTION Wt,L, = 645 P1C PAGE 5,/2" „ 24r-v4 7F R, : Po`= 21fo`I 16 'Pi,- (1(10R 11, Rz = Po,, = 2z(,a lb Pl~= ~6o9 i e Wiltamette Industries, Inc. Engineered Wood Products E-Z Calc („s.o.s-c) FRITZ CONSULTING ENGINEERS I JOB NAME: LOCATION: 12/12/2001 JOB NO: First Job DESIGNER: DS SHEET: MARK rglbl Roof Beam MEMBER SLOPE: 0/12 Input reflects horizontal center to cerrter spans W1= 509 plf LL = 341 plf DL = 168 pif Duration = 115% Member Weight = 13.1 pif LOADS SHEAR 15.08' -3asau MOMENT Maximum Reactions Critical Live Load: (DOL) Dead Load: Shear: ( Ibs) Positive Moment: ( ft-Ibs) suPPort I support z 2572(115) 2572(115) 1362 1362 °k Allow. Maximum 35% 3477 68% 14833 Deflectioa LL Ratio 3pan: 0.446 ! / 406 Allow. 9902 21657 TL Ratio 0.683 / /265 DOL - Control 115% - All Loads 115% - AII Loads EI =890 x 108 USE 5.125 x 10.5 INCH Willamette GLB(24F-V4 DF) Min end bearing = 7.5 inches. Support bearing length requlrements must be checked aeparately. Continuous lateral aupport requlred at top edge. Lateral suppoR requlred at bearings for bottom edge. The products noted are intended for interia use, nortnal ternperatures, untreated applica[ims and must be installetl in accordance wdh bcal building code requirernenls and Willarnelte IndusMes, Inc. recommendations. This calculatim reflects the spacffic design infamation and product detertnination fa enginaered wood produc[s manufadured by Willamette Industries, Inc. The loads, spans and spacings haee been provided by dhers and all infamation rwled should be carefulty ezamined and verified fa ihe accuracy and suitability d all design parartieters and product selections. Willamette Industries, Inc. Engineered Wood Products E-Z Calc („s.o.s-c) FRITZ CONSULTING ENGINEERS 1/0 JOB NAME: LOCATION: 12/04/2001 JOB NO: First Job DESIGNER: DS SHEET: MARK RGL82-1 SIMPLE Snow Roof Beam MEMBER SLOPE: 0/12 Input reflects horizontal center to center spans W1= 630 plf LL = 420 plf DL = 210 plf Duration = 115% P2= 6562 Ibs @ 1.02 ft. LL = 5091 Ibs DL = 1471 Ibs Duration = 115% Member Weight = 11.2 pif .l[O7s1oli i.or 11.96, 3006# SHEAR ~ MOMENT 11.W 4309N 3.77' 2418# Maximum Reactions Support 1 Support 2 Support 3 Critical Live Load: (DOL) 7802 (115) 6278 (115) 4098 (115) Dead Load: 2734 3095 1993 % Allow. Maximum Allow. DOL - Control Shear: ( Ibs) 50% -4267 8487 115% - Adjacent Second Support Positive Moment: ( ft-Ibs) 53% 8359 15912 115% - Even Members Negative Moment: ( ft-Ibs) 70% -11040 15852 115% - Adjacent Second Support Deflection LL Ratio TL Ratio Overhang: 0.241 1! 376 0.23 1/ 394 Span: 0.262 1/ 548 0.343 1/ 418 EI =560 x 108 USE 5.125 x 9 INCH Willamette GLB(24F-V8 DF) Min continuous bearing = 3.16 inches. Support bearing iength requirements must be checked separately. Continuous Iateral support requlrod at top edge. Lateral aupport requlred at bearinga for bottom edge. Trie praduds noted are intended for interia use, normal temperatures, uMreated applications and must be installed in accordance wNh local building code requirements and Willarnette Industries, Ina recommendalions. This calculation reflects the specific design infamation and product detertnination tor engineered wood products manufactured by Willamelte Industries, Inc. The loads, spans and spxings haw been provided by dhers and all inf«mation nded should be carefully examined and verified fa the accuracy and suitability d all desgn parartieters and product selections. ~ -3359It -4G62# Willamette Industries, Inc. Engineered Wood Products E-Z Calc („s.o.s-c) FRITZ CONSULTING ENGINEERS JOB NAME: (01-71) GAMBERG RESIDENCE LOCATION: JOB NO: First Job DESIGNER: DS I-1 12/04/2001 SHEET: MARK RGL83 Snow Roof Beam MEMBER SLOPE: 0/12 Input reflects horizontal clear spans. W1= 865 plf LL = 675 pif DL = 190 plf Duration = 115% P2= 68 Ibs @ 10 ft. LL = 0 Ibs DL = 68 Ibs Duration = 100% P3= 68 Ibs Q 12 ft. LL = 0 Ibs DL = 68 Ibs Duration = 100% P4= BS Ibs Q 14 ft. LL = 0 Ibs DL = 68 Ibs Duration = 100% P5= 68 Ibs @ 16 ft. LL = 0 Ibs DL = 68 Ibs Duration = 100% Member Weight = 20.1 plf W1 LOADS k 796 SHEAR MOMENT _ 17.33 Maximum Reactions Critical Live Load: (DOL) Dead Load: Shear: ( Ibs) Positive Moment: ( ft-Ibs) P2 I P3 I P4 I PS Support 1 Support 2 6019 (115) 6019 (115) 1943 2075 %Allow. Mazimum Ailow. 46% -6987 15180 76% 35810 46823 DOL - Control 115% - All Loads 115% - All Loads Deflection LL Ratio TL Ratio Span: 0.552 1/388 0.736 291 EI =2784 x 108 USE 5.5 x 15 INCH Willamette GLB(24F-V4 DF) Min end bearing = 2.26 inches. Support bearing length requirements muat be checked separately. Continuous Iateral suppoR required at top edge. Lateral support requlred at bearings for bottom edge. The products noted are interxfed for interior use, namal temperalures, urrtrea[ed applications and must be installed in accordance wiTh bcal building code requiremente and Willamette Industrles, Inc. recommendations. This calculation reflects the specfic design information and produc[ detertnination for engineemd wood produds manufactured by Willamelte Industries, Ina The loads, spans arW spacings heue been proNdcW by others and all iMamatim noted shoultl be carefulty examined and veffied for the accuracy arW su@ffiility M all design parameters and producl selections. C ~f'fo,~y ' 11.875" TJIO/ProT"'-150 JOIST @ 16.0" o/c TJ-Beem"' v5.55 Serlal Number: 700102769 ' BEAMIASA 1001 11129101 7:14:43 PM aaoe i a i emia coae: iae THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 6112 Roof Slope: 8112 -L~-- - n, n All dlmenaions are horizoMal. Product Dlagram Is Conceptual. LOADS: Analysis for Joist Member Supporting SNOW Appliption. Loads(psfl: 30 Live at 115% duration; 15 Dead SUPPORTS: INPUT BEARING REAC710NS(Ibs.) WIDTH LENGTH LNE/DEAD/TOT. PLY DEPTH DETAIL OTHER 7 2x4 Plate 3.50" 1.75" 337 /189/ 526 1 11.9" Detail R1 SB Shear Blocking 2 2x4 Plate 3.50" 1.75" 337/ 189 / 526 1 11.9" Detail R1 SB Shear Blocking - See TJ SPECIFIER'S ! BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 573 508 1833 Passed(31%) Lt. end Span 1 under Sraw Roof bading Reaction(Ib) 513 513 1087 Passed(47°k) Beariny 1 under Snow Roof loading MomeM(ft-Ib) 2708 2109 4330 Passed(49%) MID Span 1 under Sraw Roof loadirg Live Defl.(in) 0.323 0.919 Passed(1J884) MID Span t under Sraw Roof badirg Total Defl.(in) 0.503 1.226 Passed(U439) MID Span 1 under Snow Roof bading - Albwable momeM was increased for repetitive member usage. - Deflectbn Criteria: STANDARD(LL: LI240, TL:L/180). - BracUg(Lu): All compression edges (top and bodom) must be braced at 2' 8" ofc unless detailed othervaise. positaning of lateral bradrg is required to achleve member stabhily. - Design assumes adequate coMinuous lateral support of the compressan edge. ADDITIONAL NOTES: Proper attachment end - IMPORTANTI The anaysis preseMed is output from soRware developed by Trus Joist (TJ). TJ v+arreMS the s¢fng af Rs products by this soflware will be acxomplished in accordarice with TJ product design criterfa and cade ecceptad design values. The spedAc product application, inpul design bads, and stated dimensions have been provided by the soriware user. This oulput has not been reviewed by a TJ Assodate. - Not all produds ere readily available. Check wilh your supplkr or TJ techniwl represeMative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Albwable Stress Deslgn methodology was used for Code NER anayzing the TJ ResideMlal produd Ilstad above. -(Mlnimum cul lergth) _(OveraU horizoMal length) x1.118 + 6" (01-71) GAMBERG RESIDENCE R. D. Frkz ConsuRing Engineers 6970 So. HoNy Circle, Suite 100 Englewood, Colorado 80112 (303) 843-9077 (303) 843-9078 CopyApM 02000 6y Tnre Joiet, e Weyaheeuner Busirbss. Pro^' and T.LBaem"' are trademerka of Tius Jdst. TJItle B repistemtl ira0emerk of True Joiat. ' C:13rogrem Filen\Tiuc.bist\T18aemW+\Gemberp res4roject.bm Fritr Consulting Engineers Tnle: 6970 So. Holly Circle Dsgnr: Deacriptlon : Suite 100 Englewood,Colorado 60112 Scope: ftev. 510300 IMe[M1W-OC@~5],Va, 5 ].3,2]-3U18B3.N5n32 Steel Beam Design (c1188188 ENERCALC Description (01-71) FROM ROOFTRUSS JobM I;;f Date: 8:58AM, 5 NOV 07 ~ Page 1 General Information Calculations are deslgned to AISC 8th Edttion ASD and 1897 UBC Requlrertients Steel Section : W8X10 FY ~ODks' Pinned-Pinned Lwd Duration Fador 1.01) Certler Span 72.50 it Bm Wt. Added to Loads Elastlc Modulus 29,000.0 ksl Left Cant. 750 ft LL & ST Act Together Right Cant 750 ft Lu : Unbraced Length 0.00 R Distributed Loads ~ N . „~a , . #1 #2 . . . #3 #4 . , u.,. , , ..u #5 #6 . #7 DL 0.034 k/ft LL 0.180 0.180 Wft ST ktft Start Location -7.500 -1.500 22.50D ft End Location 25.500 24.000 ft Trapezoidal Loads , . ~.x~.. _ . . ~ . ~ . . . . ~ . . a.. . . _ ~ . e . d ~ . ~ . . . . #1 DL C Left LL C Left 0.180 ST C Left kRl Start fi DL ~ RIgM LL @ Right 0.030 ST Q Right WR End 11.250 ft #2 DL Q Left LL C Left 0.030 ST ~ Left kttt Start 71250 R Ol. ~ Right LL C RigM 0.060 ST ~ RigM k/ft End 22.500 R ~ummary ~ Beam OK u-°y= Static Load Case Govems Stress Using: W8X10 section, Span = 22.53ft, Fy = 36.Oksi, Left CanL = 1.50ft, Right Cant. = 1.5Oft End Fixity = Pinned-Pinned, Lu = O.OOft, LDF = 1.000 Actual Allowable Momem 6.614 k-ft 15.459 k-R Mez. Deflection -0.682 in ib : Bending Stress 10.166 ksi 23.760 ksi LengthlDL DeFl 566.5 : 1 Po / Fb 0.428 : 7 Lengthl(DL+LL Defl) 236.4 : 7 Shear 1.573 k 19.315 k fv : Shear Stress 1.173 ksi 14.400 ksi iv I Fv 0.081 : 1 Force & Stress Summary . , . , e ~ . . . „ . , . .y~ . a: . , , These coiumns are Dead + Live Load placed as noted DL LL LL+ST LL . LL+ST MaXIMLIM OnN Center nte nts Cants Max. M+ 8.61 k-ft 2.74 661 2.54 k-R Mmc. M - -0.05 -0.O5 -025 k-ft Maz. M ~ Left -0.05 -0.05 -0.25 k-fi Maz. M ~ Rlght -0.05 -0.05 -025 k-R Shear @ Left 1.57 k O.W 7.56 O.W k Shear C Right 1.12 k 0.50 7.71 0.50 k CeMer Detl. -0.682 in -0.278 -0.682 -0.662 -0254 -0254 in Left CaM Deil 0.152in 0.059 0.752 0.152 0.062 0.052 in RigM Cant Defl 0.151 in 0.064 0.151 0.151 0.056 0.068 in ...Query Defl @ 0.000 tt 0.000 0.000 0.000 0.000 0.000 In Reaction C Left 1.91 0.56 1.63 1.63 0.83 0.83 k Reaction @ Rt 1.46 0.56 1.18 1.18 0.83 0.83 k Fa calc•d per 1.64, IC'Llr < Cc - Section Properties W8X10 ~ ~ . ~ . , ~ , . < . ~ . ~ Depth 7.890in WeigM 10.05#Nt raa 3226 in Wid1h 3.940in 1-xx 30.80 in4 r-yy 0.840 in Web Thick 0.170 in I-yy 2.09 in4 Rt 0.99D in Flango Thickness 0205 in S-nc 7.807 in3 Area 2.96in2 S-yy 1.061 in3 FritzConsulting Engineers Title: Job• 6970 So. Holly Circle Dsgnr: Uate: 8:56AM, 5 NOV O7 100 Deseriptlon Suite : Englewood, Colorado 80112 Scope: Re¢ 5103W Page 2 'u:e(.rcw-osoaasaver sia,az4W.iesv.w~~3a Steel Beam Design (iieeaaecNERCUC ..,::v..... . :-~...+.~._.m.... .<<..~.w, .:,w...,,..., Description (01-71) GAMBERG RES. REACTIONS FROM ROOF TRUSS m,mx p iec =a zsx-rt Xmax=1.BOBM VmsK Q b11=15]3k oen p brt.ne=n.1sa'in sm..onW=o.sSN~ena~ti Rmu=1A5Bh 015 235 510 7,85 10ID 1275 ~Qn=1.133k N•+ oenOnWma=-o.isiypp ii Vlli ~:,1~iuu dW i Itlih~Poiili~l!Pi'~81ii1 lili YJ"II6uMon : 4,43 U.51 -0~ LacalyoeMC4an (n) L~mNmgMnEx (11) 20.b Y1.Y5 p, ~.~~f".~,~.n..x 11.875" TJI~/ProT'"-150 JOIST @ 16.0" o/c TJ-Beam"' v5.55 Serial Number 700102769 BFAMUSA 1001 10124101 10:11'.59AM Page 1 a12 Bui10 Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 23' 111; 2 ; , 3 P 6" ' 12'- g, ~ 8.. Product Diagram is Conceptual. LOADS: Malysis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 0 Live at 100°h duration; 0 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(pff) Floor(1.00) 60 33.4 7' 6" to 17' 6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PlY DEPTH DETAIL OTHER 1 2x4 Plate 3.50" 3.5" 60129189 1 11.9" Detail E1 TJIG Blxking Panel 2 2x4 Plate 3.50" 15" 547 / 304 / 851 1 11.9" Detail 83 3 2n6 Stud Wall 5.50" 5.5" 48 / 1/ 49 1 11.9" Detail E1 TJI(@ Blociting Panel - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): E1, B3. - Limits: End supports, 3.5". Intermediate supports, 3.5" with web stiffenere and 525" without web stiffeners. DESION CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 480 451 1562 Passed(29%) Rt. end Span 1 under Floor loading Reaction(Ib) 851 851 1895 Passed(45%) Bearing 2 under Floor loading Moment(ft-Ib) 730 730 3765 Passed(19°k) Lt. end Span 2 under Floor loading Live Defl.(in) 0.031 0296 Passed(L1999+) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.045 0.593 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading TJ-Pro Rating 55 My Passad Span 1 - - Allowable moment was increased for repetitive member usage. - Deflection Criterie: STANDARD(LL: U480, TL:(J240). Addibonal checks follow. - Left overhang(LL: 0.2", TL:02"); Right overhang(LL: 0.2", TL:0.2"). - Daflection analysis is based on composite action with singla layer of the appropriate span-rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be breced at 2' 8" o(c unless detailed otherwise. Proper altachmeM and posiboning of lateral brecing is required to xhieve member stabiliry. - The load conditions considered in this design include akemate and adjacent member skip loading. TJ-ProTM RATINO SYSTEM The TJ-Pro (USA) Rating System value provides additional floor performance information and is based on a Giued 8 Nailed 23/32 OSB decking. The controlling span is supported by beams. Additlonal consideretions for this reling include: Ceiling - None. A structural ' analysis oP ihe deck has not been pertormed by the progrem. PROJECT INFORMATION OPERATOR INFORMATION: (01-71) GAMBERG RES. ROOF OVER WC R. D. Fritz Consulting Engineers UStfn FoR F'-xn~ 5 6970So. HolyCirde, Sude 100 Englewood, Colorado 80112 (303) 843-9077 (303) 843-9078 Copyripht m 2000 by Trus Joist, a Weyeihaeuser Buslness. Pro"', TJ-Pm"' and TJ-Beam'° are tratlemarks of Trus Jois[ . TJI0 is a registereA tratlemark oF Trus Joist. I~ Il ~I IC~~~ Il I, (1 Job Title 4NRER C1 I.BS I DE NC E By -r~j5 Date Job no. R.D. FRITZ CONSULTING Subject VpIJfT fn LATERAL LMpS R~~ Checked Sheet ~ot ENGINEERS ~-i-7.Fi psUpli ft , UFI.I F T Q,91 P51" 1JET VPLIFT 23NiL1- - 2-~- + I o- 12' 8" (KV,f (2.91 psf)62&-7) 3(a.$(O~~l f -NET VPI.IFT Pu = (3G.aG~ is'-I„) = 2-7 8 (b 't` LAT~AL 4) (33.2h1(~i~ = 66.5(, Ib z 6) 3326 (1,33 ) = 44.2'1 ,Pl Q 4`I.2y C ~y-~) = 3cxj, (.S Ib z Lookwa W 'THE EAST ELEVHTIaN WE HAVE A 2-fo' WqLI. )z'- L" psfy6'-3q/ = 20-7,875 P1~ WEV.I.. 11aYE 2x(o5 ov BottoM~ r~oWELS GPP 1 TO 6RA1u oF WoDb 255o Ib So(JTH ELEVq710/J C~NTROLji a3.2~ ~zC E SouTl+ EUrvqtIoQ Nei[,HT APPROK, 20'-fb" Wwt, ''33z,20 Pt f (n2)-2x("' BoTfw-( PLRTES ~51. 4,cp~{ - /,26 couLp U5E 31." 3067 o.G, Or.J SOV7~-A ANI] NORTH wfilL ONrFAST $LEVRTIVIJ COVID USE ZS/v' 6oL T Q 24M O.C o: USE 3/y C+7 3rj' kWlk $c>t.T 'll F.7cPFlNJ101i AwjcNoRS A 6 4Y-N' g2 ~~-e• 0 MLI - HL2 6'xllb'16• 7mE 6~LS1 F53 ~ 0 4 s 4 ~ n.-7• § _ - - M Ab n ieisknam• ue ru_ MC] Y . 9 Mi L ' 117h TJI 'a I a M~5 n}w• x rc4•:ae ~ ora ro eC[.au rC O C• SEGOND FLOOR PLAu ~r~ OF'E71 TO DELCW JobTitle 6AMR,-2~-m-s.iDE UCE By 3~S Data JO~ 5/0f Jobno. 01-7~ R.D. FRITZ CONSULTING ENGINEERS Sublect SFcorjD F~~cb2~_T3 EAMS t~ Checketl Shaet ot , IV 731 IrjO 3 SPNNN INC, 19'P 'N,u 1G.0 rif W,,, 53.3 PiR Go w/ 'fJI SEVrtoN 150'' FU2 1,2,&3 t~ ~ A fqLC 81 BEPMS SEGTxOIJ L} TSI 1So SEcTiou $5 -fJl 150' 1 y5~ Mic2oiIPW 'F3EnMS MLI 2 -O l DL 12 T4 x Ll. 40 Ps{ L Ib o. c, . ' L ~'pO]NT LOAD Al' ENO oF CP47ILER DuE To FwcwoE t ~S IY~IOy DL= 2 LL = 40 il il li=il il JobTitle LnFIBEL'e-7 (~PESiT:)EticP By D` oata /p~/0 / Jobno. 0l-7/ R.D. FRIT2 CONSULTING sueiecc SECo,Vp FL002 REANS cnecked sneetZ.-5 of ENGINEERS 12=31, DL 17 p5~ M2 LL 40 psf 6 F~,-w= 5-loZ= 5.8~5~ ~Z)- I.~ 5r II, 87fj„ _y,~E N L Tw 2 2 ~ DL ~ IZ psF wo Psf = 1=b°t O.0-7 R i = a.167 n REouiaes 2.oE 1_ 'z ,1 q, " M l, 12-I4p11 wL y rL 12- ~Tw- LL NO RE4 (Z) - l.-7 S' ~ 8775° 2.0E t-tL.. U41U (0-Ibj N~ 5 l41C~OIl~f-1' S"~NNIh,C~ '[3RIDG[, -r2la wioTH ° IS. 1 PoL 214-7 h~e ~ , F~= Z z 12 ~C~(IS.IIo-I~ = 6_y5e3t 8.~083 PLL= 2942 Rt P,, ISS = R Pu 647 ~Z 3 Rz Pq 11q9 'pEAP*NG O~j St/ F,LPNGF Pu 238I oF WSHHPE '~}EAK R3 Pa' 1~61~ 13/4x ~\7/8y p.oE HL P u ` 24F . SVFl~ I CE S E~ QEaa.t 1 CA I~-S ~i Il JobTitle r~pRRER(, leESIDENCE BY 7)S Date 11~29(ol Jobno. 0 /-71 R.D. FRITZ CONSULTING subject ENGINEERS M%_7 SANE CALCVLP'T%Ut15 AS TIlG ROOF W," = Ibo pi F WIi = 30.'J piC Wqt,l 81.25 PIC rioo2 wnL _ 12 (3 5) = 42 pl I WLL = 40(35) = 140 plF (1)' 13/tti yy ` 2.0 E ML CheckedSheet'L.(lj of Noi'E SNoweo AS S•_s~iZ zw~ CPIC BECnVSE ATtPCNEr. 7- ID 4 T ) uISS {i/v~~ p oL 12l 7 Po,,~'121'f P~. 1"732 p~, - ~"132 ML 6 E I lL ( Q"d" ~joW BFta, vsEO .To r~NO ML3` Sec-ri ok) pjx 93c) ~P~ lilo NL(o ML-7 PoL= 1217 NL3 l P,= 1732 M~8 M~~s LEs's SPV 12'oF WPLL BEING SupnoRTEb RooF - F~ooq ~lo psf)(12.29~ = 12Z.5 ~ O-5t.h7 iso F GU psF i (lo'psf)~7.~0~)= ~0$3'~ SNOw LoqD Ow RooF Wlu. RE u 5n~ a 3 o PF SI1oLE CA1JTIL£R 15 FRESEI.i1" l.OADS ~,NOVlO 'i~ SCPIED BY R FACTOR OF= io Ez -CACE FA<?OR 21 _-~-0. >>f' C( - l= 6 WsL 3oes },om y'~ `J P5~ w . ro 2'15, ~o psf WITH A 1-lRx 7218WIDT41 OF ~ 2~-fo" 114.75 piF 68q P I~ -5. oco25 ~b 1 114.15 pl; 114.-15 SUOW `12~5. L . ~-'i N ~ IR~ ~ Rz (JpLIFT Nf1y }3E PRESENT FROM ~L{ t - PpL = Iily P« > qw i Y' P~ 026 PL izbs TtI illi~ Ifi 1111:, Job Title 1i":`.~ p^~~ F'eL By DS Date Job no. R.D. FRITZ CONSUITING subject Checked Sheet ?''1 or ENGINEERS ML& SNOyq DRIFT loAD yqd 49.9 i(o7 .5 hl= 8.43 3 49.9i67 4 40' -1 tr~ = 2.48' " P~= T)~~'Id4~b~ 3,-(~" F-' FROM D(ZawiNL, T)= 0.13030)+ 14 Gf.co ps~ r,= 1-7.~ he= P? _ ~.~8 0 Wd_ m~r S 4(~d) = y C2.tie)= 9.42~ (o8) ° 7,28~ -ftie cJr~{t w~ II be frurtcc~~e d 61e6 LitisqQ INiEQPOLoT10" YIELt7S 30 6 L~ - w:pa 6 L('- 0 I . 0 -728 7,715" Rs Q4 I QZ NEFo 70 fi.,n Rxti Rz REAGT1op.1 FrzoK R.ooF wpl.= I~O PI~ (NIL= gOO PIT OW- WpL~. PERPEw~DICULpQ -ro TNE ICdNE hilN IS SvPPORT%NC, pwrvvRooF WRu- q / TPLI T ~ I. ~waalop'(~ ~8.125) _ 1.25 fal~ ~ y'_4 ~r wow= 6o PS(Yo.&~'~'S.IZ5') = S'f,N4 16 covLD uss 1°% ~~x a~"-1~~ 2AF ML (2)- 1,3/4 x 1171p, Z.oEW, Fi ocD¢ 12(g4z)= 8p4 90(9/tz) 26.-7 P4 II - ~1I II'1 ~1111 I' JobTltla _ FAMSER( ~ RESIDENGE By DS Dale lj ~3 o OI , Jobno. 0I-71 R.D. FRITZ CONSULTING ' Ch k d y`) t Sh t Subject ~ECOt-at~ F tUOQ FQqM~ti)Cj ec e ee `,.po ENGINEERS r: PZ ML9 R~ P,,, 102- 16 T'Ji PRaUaaH 17~5° 9•_yn a3 PLL 31$ 16 i n $PAti, 1, - 17 -5 p, (F'aoN ML8 ) RZ }~o~ ~842 lb 7HIS 15 LOqDED LIIcE A fZEGULqR JOIS7 W~ , d 1-6 bT ?a.° 111416 PLL 24'70 l6 °99t ie p « ~3 po` ~r~y ib Pi (FRUM M1,1) ' pu ~`t45 th Ib ~21 PDL 7 . PLL_ 1'732 Ib J ~ U 13E ci2EFl~RR VR'N 5 S1 " ~ 11.875" TJM1ProT"'-150 JOIST @ 16.0" o/c TJ-Beam"' v5.55 Serlal Number: 700102769 ' BEAMUSA 1001 10J24/01 8:5134AM PaBe 1 N 2 Build Cotle: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED OL ADS: Malysis for Joist Member Supporting FLOOR TYPE CLASS LIVE DEAD Point(Ibs.) Floor(1.00) 572 253 SUPPORTS: INPUT BEARING WIDTH LENGTH 1 MicrollarrS LVL 3.50" Hanger 2 2x8 Stud Wall 5.50" 5.5" n, n Overail Dimension = 8' Product Diagram Is Conceptual. RES. Application. Loads(psf): 40 Live at 100°.6 duration; 12 Dead; 0 Partidon; and: LOCATION APPLICATION COMMENT 8' Adds to REACTIONS(Ibs.) LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 188 f 7! 195 1 17.9" Detail Ht 925 / 374 / 1299 1 11.9" Detail E1 TJIS Blocking Panel - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1, E1. - Limits: Entl supports, 3.5". Intermediate supports, 3.5" witli web stiffeners and 525" without web stiffeners. HANGERS: Simpson Strong-Tie ConnectorsO REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Top ITT211.88 No N/A No 0 - Nailing: Left (ITT211.88) - Face: 2-N10 , Top: 4-N10, Member: 2-N10 DESI6N CONTROLS: MAXIMUM DESIGN CONTROL CONTROL IOCATION Shear(Ib) 910 894 1420 Passed(63%) Rt. Overhang under Floor ALTERNATE span loeding Reaction(Ib) 1299 1299 2440 Passed(53°.G) Bearing 2 under Floor loading Moment(ft-Ib) 1066 1066 3765 Passed(28°.5) Rt. Overhang under Floor ALTERNATE span loading Live Defl.(in) 0.016 0200 Passed(U944) Rt. Overhang under TJ loading criteria Total Defl.(in) 0.016 0200 Passed(LI908) Rt. Overhang under Floor ALTERNATE span loading TJ-Pro RaUng 67 Any Passed Span t - Allowable moment was increased for repetibve member usage. - Deflection Criteria: STANDARD(LL: L/480, TL:U240). Add'Rional checks follow. - Right overhang(LL: O.T', TL:0.2"). - Deflection analysis is based on composite action wkh single layer of tfie appropriate span-reted, GLUED 8 NAILED wood tlecking. - Brecing(Lu): All eompression edges (top and bottom) must ba breced at 2' 8" o/c unless detalled othervAse. Proper attechmeM and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Altemate member loading. ' (01-77) GAMBERG RES. FLOOR JOIST OPERATOR INFORMATION: R. D. Fritz Consulting Engineers 6970 So. Holly Circle, Suite 100 Engiewood, Colorado 80112 (303) 843-9077 (303) 843-9078 CopyngM 0 2000 by Trus Joist, a Weyerhaeuser Busineas. ProTM, 7J-Pro"' antl TJ-BeamTM are treAemarks of Tms Joist . TJI(9) antl MicrollanS are repisteretl tratlemarks of Tlus Joist. Simpeon Strong-Tie ConnectorsO is a registered trademark o( Simpson SYronB-Tle Company, Inc. ~i ~y- 11.875" TJI@/ProT""-150 JOIST @ 16.0" o/c " ~y.~,.w. .,.n. +7~Y TJ-Beam"' v5.55 3enalNUmber:700702769 p~+' BEAMUSA 1001 7025101 10:53:07 AM Pape 1 M 2 Bulltl Code: 746 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension m 5' 4" 14. 4..~, ; Product Diagram Is Conceptual. LOADS: Mah/sis for Joist Member Supporting FLOOR - RES. Application. Loads(psf): 40 Live at 100% duratlon; 12 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD IOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 572 253 5' 4" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 MicrollamS LVL 1.75" Hanger -188 /48 /-235 1 11.9" Detail H1 2 2n8 Stud Wall 5.50" 5.5" 931 ! 386 / 1317 1 11.9" Detail E1 TJID Blocking Panel - Web stiffeners are required at support(s): 1. Attach with 3-8d(2.5") box nails, clinched. - See TJ SPECIFIER'S ! BUILDER'S GUIDES for detail(s): H1, E1. - Limlts: End supports, 3.5". Intermediate supports, 3.5" with web stiffeners end 5.25" without web stifFeners. HANGERS: Simpson Strong-Tie ConnectorsO REVERSE T.F. T.F MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Face U210 No No N/A N/A - Nailing: left (U210) - Face: 10-N10 , Top: N/A, Member: 6-N10 DESIGN CONTROLS: MAXIMUM OESIGN C ONTROL CONTROL LOCATION Shear(Ib) 910 894 1420 Passed(63°h) Rt. Overhang under Floor loading Reaction(Ib) 1317 1317 2440 Passed(54%) Bearing 2 under Floor loading Moment(ft-Ib) 1066 1066 3765 Passed(28%) Rt. Overhang under Floor loading Live Defl.(in) 0.011 0200 Passed(IJ999+) Rt. Overhang under TJ loading criteria Total Defl.(in) 0.011 0.200 Passed(L/999+) Rt. Overhang under Floor ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:LY240). Additional checks follow. - Right overhang(LL: 02', TL:0.2"). - Deflection analysis is based on composite action with single layer of the appropriate span-reted, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/e unless deteiled othervvise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include Atternate member loading. - Uplift exceeds 200 Ibs for unbalanced load. PROJECT INFORMATION OPERATOR INFORMATION: 01-71 GAMBERG RES. SECOND FLOOR JOIST R. D. Fritz Consulting Englneers W/ OVERHANGING WALL 6970 So. Holy Circle, Suite 100 Englewood, Colorado 80112 (303) 843-9077 (303) 843-9078 Copynpht 0 2000 by Tms Joist, a Weyerhaeuur Business. ProTM, TJ-Pro*" anA TJ-Beam*" are tatlemarks oF Tms Joisl. TJIO and MicrollamS aro repistered tredemarke of Tms Joisl . sa,n„n TL, f'nnnn.Ini5M1 is n u'nislemd ILIAP.nldlk Ot $IpIf50f1 $lf00¢TiE CnlnpdnY, Inr r~~ 11.875" TJIO/ProT""-150 JOIST @ 16.0" o/c w,,,.... TJ-Beam^' v5.55 SenalNumber:700102769 BEAMUSA 1001 10126/01 95652 AM Pape 1 M2 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESI6N CONTROLS FOR THE APPLICATION AND LOADS LISTED ~ ;n a 12' 17'• Product DWgram Is Conceplual. LOADS: Malysis for Joist Member Supporfing FLOOR - RES. Application. Loads(psf): 40 Live at 100% duration; 12 Dead; 0 Perti6on SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 MicrollamID LVL 7.00" Hanger 348 / 104 / 453 1 11.9" Detail H1 2 Welded Connection 525" Hanger 341 ! 102 / 443 1 11.9" Detail H1, - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1. HANf3ERS: Simpson Strong-Tie ConnectorsO REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Face IUT211 No No N/A N/A Right Top LBV211.88 No N/A No 0 - Nailing: Left (IUT211) - Face: 10-N10 , Top: N/A, Member: 2-N10 - Nailing: Right (LBV211.88) - Face: N/A, Top: N/A, Member: 2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 412 412 1420 Passed(29°h) Lt. end Span 1 under Floor loading Reaction(Ib) 412 412 945 Passed(44°h) Bearing 1 under Floor loading Moment(ft-Ib) 1226 1226 3765 Passed(33%) MID Spen 1 under Floor loading Live Defl.(in) 0.089 0297 Passed(U999+) MID Span 1 under Floor loading Total Defl.(in) 0.116 0.595 Passed(L/999+) MID Span 1 under Floor loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:LY240). - Deflection analysis is based on composRe action with single layer of the appropriate span-rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be breced at 2' 8" o!c unless detailed otherwise. Proper attechment and posiUoning of lateral bracing is required to achieve member stabiliry. )JECT INFORMATION OPERATOR INFORMATION: 01-71 GAMBERG RES. SECOND FLOOR JOIST R. D. Frdz Consutting Engineers 6970 So. Hoily Circle, Suite 100 Englewood, Colorado 80112 (303) 843-9077 (303)843-9078 Copyriph[ O 2000 by Trus Joist, a Weyerhaeuser Business. Pro~, TJ-Pro"' and TJ-Beam"' are traCemarks of Trus Joist . TJIO and MicrollarrS are repistered t2demaMS of Tms Joist . Simpson ffimng-Tie ConnectorsO is a reBistereC Vademark of Simpson SironB-Tie Company, Inc. J3 [il n ---17' 6"- Product Diagram Ia Concsptual. LOA : Anaysis for Beam Member Supporting FLOOR - RES. Appucation. Trihutery Load Width: 10' 3/4" Loads(paQ: 40 Live at 100% duration; 12 Dead; 0 Partition SUPPORT8: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LNE/DEADlfOT. PLY DEPTH DETAIL OTHER 1 2x4 Plate 3.60" 225" 3522 / 1207 / 4729 1 11. 9" Detail A3 1.25" LSL Rim 2 2u4 Plate 3.50" 2.25" 3522 / 1207 / 4729 1 11. 9" Detail A3 1.25" LSL Rim - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. DESIGN CONTR OL3: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4839 4037 17845 Passed(34%) Lt. end Span 1 under Floor bading NbmeM(ft-Ib) 19909 19909 29913 Passed(67%) MID Span 1 under Floor bading Live Defl.(In) 0.564 0.572 Passed(1J365) MID Span 1 urder Floor badirg Total Defl.(in) 0.758 0.858 Passed(U272) MID Span 1 under Fbor bading - Defiection Crfteria: STANDARD(LL: U360, TL11240). - BraGng(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed othervvise. Proper attachmeM and posftbNng of lateral bradng is required to achieve member stabfliry. ADDITIONAL NOTE8: - IMPORTANTI The anaysis preseMed Is output from soflware tlevebped by Trus Joist (TJ). TJ warrants the sizhig of its products by thfs sofiware will be accamplished in accordance with TJ product design crlterie and code accepted dealgn values. The spedflc product applicatbn, input design bads, and stated dimensbns have been provided by lhb so(lWare user. This output has not been revieHred by a TJ Associate. - Not all products are readNy available. Check with your supplier or TJ technkal represerdative tor product availabllity. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER anayzirg the TJ Residentlal product listed above. - Note: See TJ SPECIFIER'3/ BUILDER'S GUIDES (or multiple py connectbn. PROJECT INFORMATION OPERATOR,INFORMATION: (01-71) GAMBERG RES. SECOND FLOOR BEAMS R. D. Fritz ConsulUng Engineers 8970 So. Holly Cirde, Sutte 100 Erglewood, Cobrado 80112 (303) 843-9077 (303) 8439078 CopyrlpM G Y000 Ey Tfua Jdal, a WeyMhaeuaer Buelnesa. T1ProTM antl T,FBeem"' are tredemarks d Tfua Joist . Mkrollert0 le e regfatere0 twdemBrk d Trus Jdet . J4 Simpem Strmo-ne ca,nedrnsW ta a rceistaed trsaemwlc a simpem Stronarre c«mnfflr. Inc. C:1Roprem Files\TNS .bist\T.l8eemWA1(01-77) GAMBERGU5.bm 75 A"e~1.75" x 11.875" 2.OE MicrollarnV LVL AV4~+lrwehw~u ` 9TJ-Beam"' v5.55 Serial Number: 700702769 BEAMUSA 7177 10/26I01 11:42:04AM R aaae i m i &liltl Cade: 148 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ~ 1----~ ,s~ - Product Dlagram is Conceptual. LOADS: Malysis for Beam Mamber Supporting FLOOR - RES. Apptication. Tributary Load Width: 3' 6" Loads(psf): 40 I.ive at 100% tluration; 12 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT PoiM(Ibs.) Floor(1.00) 118 35 5' 10 1/2" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 MicrollamS LVL 7.00" Hanger 1141 / 386/ 1527 1 11.9" Detail H1 2 2x6 Stud Wall 5.50" 425" 1077 f 385/1442 1 11.8" Detail A3 1.25" LSL Rim - See TJ SPECIFIER'S / BUILDER'S G UIDES for detail(s): H1, A3. HANGERS: Simpson Strong-Tie ConnectorsID REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OfFSET SLOPE Left Face U14 No No N/A N/A - Nailing: Left (U14) - Face: 14-10d, Top: N/A, Member: 6-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 1418 1232 3948 Passed(31 Lt. end Span 1 under Floor loading MomerK(ft-Ib) 5088 5068 9971 Passed(51%) MID Span 1 under Floor bading Live Defl.(in) 0.297 0.469 Passed(L/569) MID Spen t under Floor loading Total Defl.(in) 0.397 0.704 Passed(U426) MID Span 1 under Floor loading - Defleclion Criteria: STANDARD(LL: L/360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and posfioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! Tha anatysis presented is output from software developed by 7rus Joist (TJ). TJ warranis the sizing of ds products by Uiis soflwara wili be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check witli your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing tho TJ Residaritlal product listed above. PROJECT INFORMATION OPERATOR INFORMATION: 01-71 GAMBERG RES. SECOND FLOOR MLt R. D. Fritr Consulting Engineers 6970 So. Holly Circle, Sude 100 Englewood, Colorado 80112 (303) 843-9077 (303) 843-9078 CopyrigM 0 2000 by Trus Joist, a Weyerheeuser Business. TJ-Pro"' and TJ-Beam"' are trademarks of Trus Joist . Simpson SImnB-Tie Connectors(f) is a repistered troEemark of Simpson Strong-Tie Company, Inc. MicmllamS is a repistereA trademark of Trus Joist. ~ 1.75" x 11.875" 18 .-9~ Microllam@ LVL ~fL.~ . '+'w~ •TJ-Beam^' 455 SerialNumber:700102769 BEAMUSA 1111 10/15101 2:04:19PM ? Page 1 d 1 Buld Cafe: 148 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LiSTED L - ~ n, :[2] 12' 3"- Product Dlagram Is Conceptwl. LO : Aneysis for Benm Member SuppoAirg FLOOR - RES. Applicatan. Tributary Loed Width: 5' t01/2" Loads(psft 40 Live at 100% duration; 12 Dead; 0 Partkan SUPPOR73: INPUT BEARING REACTIONS(Ibs.) WIDTN LENGTH LNEIDEADlTOT. PLY DEPTH DETAIL OTHER 1 PareAamOPSL, PPCB 3.50" Hanger 1439 / 487 / 1908 1 11.9" Detau Ht 2 ParaHamOPSL, PPCB 3.50" Hanger 1439 / 487 ! 1908 1 11.9" Detafl H7 - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1. HANGERB: Simpson Strong-Tie Connedorst REVERSE T.F. T.F. MODEL SLOPE SKEW FIANGES OFFSET SLOPE Left Fece 9b1 U41o No No N/A N/A RigM Face OM Uy 10 No No N/A N/A - NaiGng: Left (U14) - Faca: 14-f84, Top: N/A Member. 6N10 G-locl - Nailing: RigM (Ut4) - Face: a4-16A , Top: N/A, Member: 6-N10 (O-Iod DESKiN CONTROLS: MN(IMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 1816 1508 3948 Passed(38°k) U. end Span 1 under Floor bading Momerrt(ft-Ih) 5295 5295 8924 Passed(59%) MID Span 1 under Floor bading Live Defl.(in) 0234 0.388 Passed(U697) MID Span 1 under Fbor bading Total Defl.(in) 0.310 0.583 Passed(L/451) MID Span 1 under Floor bading - Defleclbn Criterla: STANOARD(LL: L/360, TL:U240). - BraGng(LU): All compressbn edgea (rop and bottom) must be braced a[ 2' 8" o/c unless detaNed otheiwise. Proper attachment and posftbning of lateral bracirg is required to adueve member stabiliry. ADDITIONAL NOTES: - IMPORTANTI The anaysis preseMed is output from software devebped by Trus Jolst (TJ). TJ wertaMS the shing of its products by this software wlll be ac:complished in accordance with TJ product tlesign crfteria and code accepted design values. The specNfc product applicatbn, input design bads, and stated dimensiona haue been provided by the sofMrare user. This ou[put has rat been reviewed by a TJ Associate. - Nol all producta are readAy ava0eble. Check with your supplier or TJ techNcal representative far product availabiNty. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTIiUT10N VOIDS THIS ANALYSIS. - Albwable 8tress Deslgn methodology wes used for Code NER anatyzing the TJ ReskleMial product tlsted above. PROJECT INFORMATION OPERATOR INFORMATION: (01-71) GAMBERG RES. SECOND FLOOR JOISTS R. D. FrRz ConsulUrg Engineers 6970 So. Holy Circle, Suite 100 Englewood, Cobrado 80112 (303) 843-9077 (303) 843-9078 CopyApM o YOW by 7rue Jdst. a Weyarheeuax Buairio». 7J-Pro1° end 718eem^' are tredenerks d Tnu .biet . Miudlame and PereNemD ars reWriaroA tratlemeiks d Tnn .pist. Simpean &rono-Tie ConnedareO ii e repiskerod tradematc d Sirrpom Strrnp-Tie CortpnnY, Inc. M L2 ~.,1.75" x 11.875" 2.OE Microilam@ LVL ML3 ~ 1V1~dvwIM.nw TJ-Beam^' v5.55 Serial Num6er. 700102769 BEAMUSA 1111 10/25/01 111242 AM j~ PaBe 7 M 1 Build Cotle: 146 A THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension = 24' 3" L,]I F21 ~ IL,1 --77' 6"--- Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 2' 10" Loads(psf): 40 Live at 100°h duradon; 12 Dead; 0 Partition SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD(fOT. PLY DEPTH DETAIL OTHER 1 LYe19edLnoaaefien 5.50" Hanger 843 / 292 / 1135 1 11.9" Detail H1 2 Beam 5.50" 5.5" 2003 / 702/2706 1 11.9" Detail B3 3 Microllamg LVL 3.50" Hanger -462/31 1-493 1 11.9" Detail H1 - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1, 83. HANGERS: Simpson Strong-Tie ConnectorsO REVERSE T.F. T.F MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Top mw4erw 1N p•a8 No N/A No 0 NEED it-2k's AS RigM Face U14 m No No N/A N!A NAILF_2 . - b-lod uplt-S - Nailin Ri ht U14 Face: 14-N10 , To N/A, Member: 6-N10 1 " 9~ 9( P~ x I y DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 1554 1367 3948 Passed(35°k) Rt. end Span 1 under Floor loading MomeM(ft-Ib) 4249 4249 9971 Passed(43°h) Rt. end Span 1 under Floor loading Live Defl.(in) 0267 0.568 Passed(L/766) MID Span 1 under Floor ALTERNATE span loading Total Defl.(in) 0.357 0.852 Passed(LJ573) MID Span 1 under Floor ALTERNATE span loading Defledion Criteria: STANDARD(LL: U360, TL:Ll240). Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" olc unless detailed otherwise. Proper attachment and posdioning of lateral bracing is required to achieve member stability. The load conditions considered in this design include ARemate member loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is oulpu[ from soflware developed by Trus Joist (TJ). TJ warrents the sizing of ihs products by fhis software will be accomplished in accordance with TJ produd design criteria and code accapted design values. The specfic product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all produds are readiy available. Check with your supplier or TJ technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Ailowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: 01-71 GAMBERG RES. SECOND FLOOR BEAM R. D. Fritz Consulting Engineers BEAM TO ML 6970 So. Holly Circle, Suite 100 Englewood, Colorado 80112 (303) 843-9077 . (303) 843-9078 CaGYd9M O 2000 by Tma Joist, a Wayerhaeuser Business. TJ-Pm"' and TJ-BeamTM are trademarks of Tms Jdst . Simpson SYmng-Tie Connectwsg is a regiatereA trademark of Simpson SYmrg-Tie Company, Inc. Micmllam(ID is a registere0 t2tlemark of Trus Joist. M t-3 1.75" x 11.875" 2.OE Microllarr@ LVL KL q TJ-BeamTM v5.55 Serial Numbec 700102769 BEAMUSA 1111 10125/01 10'57:49AM Page 1 M 1 Builtl Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED E_ Fi 1, [~2 17"- Product Dlagram Is Conceptual. LOADS: Anatysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 2' 10" Loads(psf): 40 Live at 100°k duration; 12 Dead; 0 Partition SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL 1 Microllam(D LVL 7.00" Hanger 743! 260 / 1003 1 11.9" Detail H1 2 Beam 625" 5" 721 / 253 / 974 1 11.9" Detail A3 - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1 , A3. HANGERS: Simpson Strong-Tie ConnectorsO REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Fece IUT11 No No N/A NIA OTHER 1.25" LSL Rim Nailine Left (IUT11) - Face: 10-10d, Toa NlA, Member: 2-N10 Jo1ST 8-10d x I! i a DESION CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 914 762 3948 Pessed(19°k) Lt. end Span 1 under Floor loading Moment(ft-Ib) 2727 2727 9971 Passed(27%) MID Span 1 under Floor loading Live Defl.(in) 0.117 0.396 Passed(L/999+) MID Span 1 under Floor loading Total Defl.(in) 0.158 0.597 Passed(U905) MID Span 1 under Floor loading - DeBection Criteria: STANDARD(LL: L/360, TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - Ib1PORTANT! The analysis preseMed is output from soRware developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software wili be accomplished in accordance wiTh TJ product design criteria and code accepted design values. The specific product appiication, inpu[ design loads, and stated dimensions have been provided by ihe soRware user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for produd availability. - THiS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was usad for Code NER analyzing the TJ Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: 07-71 GAMBERG RES. SECOND FLOOR BEAM R. D. Fritr Consulting Engineers BEAM TO ML 6970 So. Holty Circle, Suite 100 Englewood, Colorado 80112 (303) 843-9077 (303) 843-9078 , Copyright m 2000 by Tms Jois[, a Weyerhaeuser Business. TJ-ProTM anA TJ-Beam"' are fademarks of Trus Joist . Simpson SYronB-Tie ConnectorsO is a repistered t2tlemark of Simpson SlronO-Tie Company, Inc Micmllam@ is a re8istered iretlemark of Trus Joist. M L4 Willamette Industries, inc. Engincered Wood Products FRITZ CONSULTING ENGINEERS .25% JOB NAME: GAMBERG RESIDENCE E-Z Calc (vs.o.s-c) LOCATION: 12/21/2001 JOB NO: First Job DESIGNER: SHEET: MARK 2GLP Floor Beam Trib: 4 ft. Input reflects horizontal center to center spans W1= 208 plf ✓ LL = 40 psf~ DL = 12 psf Duration = 100% Member Weight = 18.7 plf ~ wi2r LOADS zr - - - - SHEAR MOMENT Maximum Reactions Critical Live Load: (DOL) Dead Load: Shear:(ibs) Positive Moment: ( ft-Ibs) Support1 Support2 2160(100) 2160(100) 900 900 % Aitow. Maximum Allow. DOL - Control 23% 2777 12300 100% - All Loads 56% 20657 36656 100% - AIILOads Deflection LL Ratio TL Ratio Span: 0.737 1/ 439 ✓ 1.045 310 ~ EI =2595 x 108 USE 5.125 x 15 INCH Willamette GLB(24F-V4 DF) Min end bearing = 1.5 inches. Support bearing length requlrements must be checked separately. Continuous lateral support requlred at top edge. Lateral suppoh requlred at bearlngs for bottom edge. %;tiY, 5'(E 10 'lz -b (0-- C-~~~3~~ ~ur The produc[s nded are interded for interior use, normal temperatures, un[reated applicationa and must be installed in accordance with bcal building code requirernenls and Willamelte Industries, Inc. recanmenda[ions. This celwlatim raflecW the specific design information and produd detertnina[ion for engineered wood products manufadured by Willamette IndusMea, Ina The loeds, spans and epacings have been pravked by others aM all IMormatbn noted ahoukl be carefulry examined and verified fa the accuracy and suitability of all design pararmetms and product selections. ' 2 Pcs of 1.75" x 11.875" 2.OE Microllam@ LVL . • TJ-Beam^' v5.55 Serial Number: 700102769 BEAMUSA 1111 12IM01 1:59:57 PM ✓ 1 Pege 1 af 2 Build CoAe: 148 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ~ [21: -4' 7 „Z"-._--°-,.s Overell Dimension = 5' 7 1/2" Product DWgrem is Conceptual. LOADS: Anaysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psQ: 0 Live a1100% duretan; 0 Dead; 0 Partition; and: TYPE CLASS LNE DEAD LOCATION APPLICATION COMMENT Un'rform(pIQ Fbor(1.00) 300 160 O to 5' 7 1/2" Adds lo Uniform(pl) Fbor(1.00) 0 81.2 0 to 5' 7 1/2" Adds to Point(Ibs.) Fbor(1.00) 0 54 57 1/2" Adds to Unifartn(plt) Floor(7.00) 26.7 8 0 to 5' 7 1/2" Adds to SUPPORTS: INPUT BEARING REAC110NS(Ibs.) WIDTH LENGTH LNE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 MicrollamO LVL 3.50" Hanger 884 / 566 / 1250 1 11.9" Detail H1 2 2x4 Plate 3.50" 15" 1110 / 954 / 2084 1 11.9" Detail E1 TJIS Bbcking Panel - See TJ SPECIFIER'S / BUILDER'S GU IDES for detail(s): H1, E1. HANGERS: Simpson Strong-Tie Connectors(D REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Face THAI-2,W=3.58 No No N/A N/A - Nailing: Left (THAI-2,W=3.56) - Face: 30-10d , Top: N/q Member: 2-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 1337 670 7897 Passed(8%) Rt. end Span 1 urider Floor loadirg Nbment(R-Ib) 1174 1174 18942 Passed(6%) MID Span 1 under Floor ALTERNATE span bading Live Defl.(in) 0.004 0.140 Passed(Ll999+) MID Span 1 under Floor ALTERNATE span bading Total Defl.(in) 0.007 0.209 Passed(L/999+) MID Span 1 under Fbor ALTERNA7E span loading Deflection Criteria: STANDARD(LL: L/360, TL:U240). Additional checks follow. RigM overhang(LL: 0.2", TL:0.2"). Bracing(Lu): All compression edges (top and boriom) must be braced at 2' 8" o/c unless detalled otherwise. Proper attechmeM and positbning of laterel bracing is required to achieve member stability. The bad condRbns considered in this design include Altemate member bading. PROJECT INFORMATION (01-71) ML6 OPERATOR INFORMATION: R. D. Frilz Cansuking Engineers 6970 So. Holy CirGe, Suite 100 Englewood, Colorado 80112 (303) 843-9077 (303) 843-9078 CapyripM O 2000 by Trus Jdst, e Weyertuausx Businew. T.FProTM erM T1Beam"' ere tretlemerks of Trus Jdst. TJIe entl Micrdlamt are repiclmatl tratlemerks d Tiua Jdst . Simpaon StmngTle ComreclomW ie a repietered tratlemmk d Simpson Strong-Tie Company, 1x. C:Tragrem Filea\Tiua Jdst\TlBeemWA\GemCerg rasUAL6.bm ' F2 Pcs of 1.75" x 11.875" 2.OE Microllam0 LVL • TJ-Beam"' v5.55 SerielNumber:7001M769 BEAMUSA itit 1214/01 2:0179PM qo Pege 1 d 2 BuilO Cade: 148 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 41 6' 51/2" Product Diagram is Conceptual. LOADS: Malysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psQ: 0 Live at 1000/o duratan; 0 Dead; 0 Partition; ard: TYPE CLASS LNE DEAD LOCATION APPLICATION COMMENT Uniform(pIQ Fbor(1.00) 300 160 0 to 8' 51/2" Adds to Uniform(plo Floor(1.00) 0 81.2 0 to 8' 5 1/2" Adds lo Unifortn(plo Floor(1.00) 140 42 0 to 8' 51/2" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LNE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Microllam(&LVL 3.50" Hanger 1732 / 1246/2979 1 11.9" Detail Ht 2 MicrollamQD LVL 3.50" Hanger 1732 / 1246 ! 2979 1 11.91 Detail H1 See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1. HANGERS: Simpson Strong-Tie ConnectorsO REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Lefl Face THAI-2,W=3.56 No No N/A N/A RigM Face i}IFU-2,W=3.56 No No N/A N/A - Nailing: Leit (THAI-2,W=3.58) - Face: 30.10d , Top: N/P1 Member: 2-N10 - Nailing: RigM (THAI-2,W=3.56) - Face: 3410d , Top: N/A, Member: 2-N10 DESIGN CONTROIS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 2893 2166 7897 Passed(27%) Lt. end Span 1 under Fbor bading Nbment(ft-Ib) 5895 5695 19942 Passed(290h) MID Span 1 under Floor bading Live Defl.(in) 0.048 0262 Passed(U999+) MID Span 1 under Floor bading Total Defl.(in) 0.081 0.394 Passed(U999+) MID Span 1 under Fbor bading - Detlection Crileria: STANDARD(LL• U360, TL:L/240). - Bracing(Lu): All compressbn edges (top and boriom) must be braced at 2' 8" o/c unlesa detalled otlienMSe: Proper altachment end posttaning of laterel bradng is required to achieve member stabllity. . , PROJECT INFORMATION (01-71) ML7 OPERATOR INFORMATION: R. D. Fritz ConsuRing Engineers 6970 so. Holy circle, sude 100 Englewood, Cobrado 80112 (303) 8439077 (303) 843-9078 CopyABM 02000 by Tnu Jdet, a Wayerheeuem Bueirrosa. T,4Pro"' eM TJ-Beem"' are trademerks af Tnu .biet . Simpaon Strwg-Tie ConneclorsOis a repietereA trademark d Simqon Strong-Tie Company, Iric. MicrdlamS ia a repisteretl 6adammk d Trus ,bist. CAProgrem FileaKms JdstlTlBeemWA\GemOerg resVML7.bm ' 1.75" x 11.875" 2.OE Microllam@ LVL @ 12.0" o/c •TJ-Beam"' v5.55 Serial Num6er: 700102769 iei BEAMUSA 1111 72/4101 2:08:47 PM Pega 7 W 2 Build CoOe: 148 ' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I . ~ n Product Diagram is ConcepWal. LOADS: Analysis for Joisl Member Supporting FLOOR - RES. Applicatbn. Loads(psQ: 40 Live at 1000/o duratbn; 12 Dead; 0 Partilfon; and: NPE CLASS LNE DEAD LOCATION APPLICATION COMMENT Tapered(pIQ Roof(1.15) 114.7 to 275.8 0 to 0 0 to 9' 7" Adds to snow Uniforril Roof(1.15) 0 114.7 0 ta 9' 7" Adds to dead Unfform(plo Fbor(1.00) 0 70.8 0 to 9' 7" Adds to wall Tapered(plf) Fbor(1.00) 0 to 0 51.7 to 0 0 to 9' T' Adds to SUPPORTS: INPUT BEPJ2ING REACTIONS(Ibs.) WIDTH LENGTH LNE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 Microllamill) WL 3.50" Hanger 991 / 1114 / 2105 1 11.9" Detail H1 2 Microllamill) LVL 3.50" Hanger 1283 / 1026 / 2289 1 11.9" Detail H1 - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1. HANGERS: Simpson SUong-Tie ConnedorsQD REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Face U14 No No N/A N/A Right Face MIU1.81/11 No No N/A N/A - Nailing: Left (U14) - Face: 14-16d, Top: N/q Member: 6-N10 - Nailirg: RigM (MIU1.81/11) - Face: 16-16d , Top: N/q Member: 2-N10 DESIGN CONTROLS: MAXIMUM Shear(Ib) 2140 MomeM(ft-Ib) 4844 Live Defl.(in) Total Defl.(in) TJ-Pro Ratirg DESIGN CONTROL 1641 4541 4844 11925 0.077 0225 0.149 0.450 70 Any CONTROL Passed(36%) Passed(39%) Passed(L/999+) Passed(U724) Passed LOCATION Rt. end Span 1 under Roof loading MID Span 1 under Roof loading MIO Span 1 under Roof bading MID Span 1 under Roof bading Span 1 Albwable momeM was increased for repetitive member usage. Defledron Crileria: STANDARD(LL: 1-I480, TL1/240). Deflection analysis is based on composite action wilh single layer of the appropriate sparrrated, GLUED & NAILED wood dedcing. Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed othenvise. Proper attachmerrt and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION (01-71) ML8 OPERATOR INFORMATION: R. D. Fritz Consuking Engineers 6970 So. Holly Circle, Sude 100 Englewood, Cobrado 80112 (303) 843-9077 (303) 843-9078 . CopynqM O 2000 by True Jdst, a Weyerheauaer Business. T.FPro"' aM T,FBeam"' are tratlamerka of Trus Joist . Simpaon Strarp-Tie Conneqorst is a registerad treOemeAc d Simpeon S1rong-Tie Company, Inc. Miadlame is a re0istered tratlemerk W 7ius Jdst . C:1Propram FileslTrus Jdst1TJ-BeamW4\Gemberg res1ML8.bm ' 2 Pcs of 1.75" x 11.875" 2.OE Microllam@ LVL • `j''+r"~~ pp .~.+y TJ-Beem^' v5.55 SerielNumber:700102789 / BEAMUSA 1111 1214/07 2:08:09 PM ~ Pega 1 of 2 Builtl Cade: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED = 26' 11•' Product Dlagram Is Conceptual. IOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 1' 4" Loads(psQ: 40 Live at 100% duration; 12 Dead; 0 Partition; and: TYPE CLASS LNE DEAD LOCATION APPLICATION COMMENT Point(Ibs.) Floor(1.00) 991 1114 18' 7 314" Adds to Point(lbs.) Floor(1.00) 1732 1217 24' 1 1/2" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LNElDEAD(fOT. PLY DEPTH DETAIL t MicrollarrS LVL 3.60" Hanger 398 / 146 / 544 1 11.9" Detail H1 2 2x6 Plate 5.50" 5.5" 2476 / 1949 / 4426 1 11.9" Detail 83 3 2x4 Plate 3.50" 225" 1495 / 976 / 2470 1 11.9" Detail A3 - See TJ SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1 , 63, A3 . HANGERS: Simpson Strong-Tie ConnedorsO REVERSE T.F. T.F. MODEL SLOPE SKEW FIANGES OFFSET SLOPE Left Face THAI-2,W=3.56 No No N/A N/A - Nailing: Left (THPJ-2,W=3.56) - Face: 3410d , Top: N/q Member: 2-N10 DE31GN CONTROLS: OTHER 1.25" LSL Rim MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 3487 3369 7897 Passed(43%) Lt. end Span 2 under Floor bading AAomeM(ft-Ib) 6171 8171 19942 Passed(31 MID Span 2 under Fbor ALTERNATE span bading Live Defl.(in) 0.056 . 0.311 Passed(U999+) MID Span 2 under Floor ALTERNATE span bading Total Defl.(in) 0.091 0.467 Passed(L/999+) MID Span 2 under Fbor ALTERNATE span bading - Deflection Criteria: STANDARD(LL: U360, TL1/240). - BraGrg(Lu): All compresslon edges (top and bottom) must be breced at 2' 8" Wc unless detailed otherwise. Proper attachmerrt and posiUoning of lateral bracing is required to ach(eve member stability. - The load cond'Rions considered in this design indude Altemate member bading. (01-71) ML9 R. D. Frftz Consuftirg Engineers 6970 So. Holly CirGe, SuRe 100 Englewood, Colorado 80112 (303) 843-9077 (303) 843-9078 CopyriOM O 2000 by Trus ,bitl, a Wayerheausx Busineas. T,FPro"' arM T.LBeam"' era trademerks o( Ttus Jdst. Sim{aon Stronp-Ta ComredorsW is e registared tratlamerk W Sirtpean ShwngTie Compeny, Inc. Mkxollari8ia e regiatered hadenaM M Tms Jdst . CiPropram Fiba\Trua Join1T.18aem\NA\Gemberg rea\ML9.1bm il ~ l ~i ~(fil 11 R.D. FRITZ CONSULTING ENGINEEHS JobTIOe(,AMpEQC~ 7PEGIDcNCE By'pS Date 11 /pZ/~jiJObno. 0/-'7/ _ , Subject U~~g~_~EAM S Checked Sheet 4l) oi ~~or.~ 6'-9>f6=11 UniFO ~12)~ ~iioz) < ~oS pt~ (vo)~5~- ~0~, = 235 Plf z ia -7 7 5 q~ ~ z 40 ~12~ IIl' i / 158.3 2 G~(31 C'qL~ 4~, 4 ! 4~1~1 ~i~ : , J ) Y / POIti-( LOqDS y'-1" Lonx~, (I2) iL'41(42'l°) o ~6~.9 Ib l ~ J z 55'1 .-7 l b ~ Z k'-4 ° Loa.D (12~(3.5XIS11 ) = 33y,25 (4bX 3.5X 15 II = 1114, I-l Willamette Industries, Inc. Engineered Wood Products E-Z Calc („s.o.s-c) FRITZ CONSULTING ENGINEERS JOB NAME: (01-71) GAMBERG RESIDENCE LOCATION: JOB NO: First Job DESIGNER: DS qq 12ioarzoo1 SHEET: MARK 2GL81 Floor Beam Input reflects horizontal center to center spans W1= 138 plf LL = 53 plf DL = 16 pif Duration = 100% LL = 53 plf DL = 16 plf Duration = 100% W2= 405 plf LL = 258 plf DL = 78 pIf Duration = 100% LL = 53 plf DL = 16 plf Duration = 100% P3= 728 Ibs @ 4.08 ft. LL = 560 Ibs DL = 168 Ibs Duration = 100% W4= 489 pif LL = 258 pif DL = 78 plf Duration = 100°h LL = 118 plf DL = 35 plf Duration = 100% P5= 1448 Ibs @ 6.75 ft. LL = 1114 Ibs DL = 334 Ibs Duration = 100% Member Weight = 20.1 plf LOADS SHEAR t8.9 -szssn MOMENT Maximum Reactions Critical Live Load: (DOL) Dead Load: Shear: ( Ibs) Positive Moment: ( ft-Ibs) Support 1 SuppoR 2 3598(100) 3898(100) 1273 1364 %Allow. Maximum Allow. DOL - Control 35% 4674 13200 100% - AII Loads 67% 27219 40481 100% - AllLoads Deflection LL Ratio TL Ratio Span: 0.461 491 0.621 11365 EI =2784 x 108 USE 5.5 x 75 INCH Willamette GLB(24F-V4 DF) Min end bearing = 1.5 inches. Support bearing length requirements must be checked separately. Continuous Iateral support required at top edge. Lateral support required at bearings for bottom edge. 2GLR1 The products rroted are intended fa iMerior use, namal ternperatures, uMreated applications and must be instalied in accordance with local buildirg code requirements and Willamette Industries, Inc. fec«rmendations. This calculation reflects Me specific design infamation and producl de[ertnination fa engineered xrood products mawfactured by Willartetle Industries, Ina The bads, spans and spacings haee been provided by dhers and all informffiion nded should be wrefully mxanined and verified for the accuracy and suitability d all desgn paremeters and product selections. 1Niliamette Industries, Inc. Engineered Wood Products E-Z Calc (vs.o.s-c) Fritr Consulting Engineers JOB NAME: Gamberg Residence LOCATION: Englewood, CO JOB NO: First Job DESIGNER: jak `I,1) 1v1vzooi SHEET: MARK New Mark Floor Beam 2nd floor beam Trib: 6.5 ft. Input reflects horizontal center to center spans W1= 338 plf LL = 40 psf DL = 12 psf Duration = 100°h P2= 10500 Ibs @ 2 ft. LL = 7000 Ibs DL = 3500 Ibs Duration = 115% P3= 5600 Ibs Q 14 ft. LL = 3700 Ibs DL = 1900 Ibs Duration = 115% P4= 6000 Ibs (d128 ft. LL = 4000 Ibs DL = 2000 Ibs Duration = 115°k Member Weight = 20.6 plf P3 LOADS SHEAR MOMENT P4 Maximum Reactions Support 1 Support 2 Support 3 Criticai Live Load: (DOL) 8746 (115) 12252 (115) 6050 (115) Dead Load: 4121 5380 831 Net Uplift: (DOL) -2712 (115) % Allow. Maximum Allow. DOL - Control Shear: ( Ibs) 80% 12374 15560 115% - Odd Members Positive Moment: ( ft-Ibs) 55% 28811 52063 115% - Odd Members Negative Moment: ( ft-ibs) 72°h -37458 52063 115% - Adjacent Second Support Deflection LL Ratio TL Ratio Overhang: 0.058 1/ 1565 0.082 1103 Span: 0.373 11643 0.543 1/ 442 EI =3453 x 108 USE 5.125 x 16.5 INCH Wil lamette GLB(24F-V8 DF) Min end bearing n 3.86 inches. Min continuous bearing = 5.29 Inches. Support bearing length requlrements must be checked separately. Continuous lateral support required at top edge. Lateral support required at bearings for bottom edge. Net uplift (see reactions) requires additional connector consideratlon. oIGC 8-Z , Tha protlucts noteA are iMended for interiw use, namal temperatures, untreatetl applications and must be inatalled in accordanca with lacal bullding code requirernents and Willanette Industries, InC. recommerWations. This calculffiion reflects Ne speciric design informffiion and product detertninakion for engineered wootl products manufadured by Willamette Industrias, Inc. The loads, spans and spaGngs have been provided by others arM all infarmation nded should be carefuly exaninetl antl verified for ihe accuracy and suitability of all design parameters and product selec[ions. 1 zo' 1 6 1 s.7s f ~1 111 ~1 ~I . . I~ i I /1) 0 JobTllle ~I(A6ahP~c f~Pri4CG ~ R.D. FRITZ CONSULTING subject ENGINEERS ' l/r,(~yH l3trr-~,L2 rNqr D~ I~fw ad~J,l~:.~., : ~ 1~= ~~.S7 t3a~uj Y/o- T39 7 (/S-t2op~)~~'~~/~,3s') = ~~.5 K (/d, is') a_ pc : 3,~ /z pc = 1. 9K Date /;/"/u I Job no. Q/' Checked Sheet tttl of Frit2ConsultingEngin¢ers 7itle: JobiF 6870 So. Holly CI►cle Dagnr: Dffie: 2:50PM, 37 OCTOt Descrlpflon : SUite 100 Englewood, Colorado 80112 $cope:' rew~. siwoo u.e, Kw.oaozys. Ve,s, 3 zz-,~.,a9a w~~3z Steel Beam Design page 1 (q 188399 ENENCALL ' ~ ' " ' ' ` ...a...:..:.. Description :l.y~., ~ .~r.~i`:... .6_. (01-71) GAMBERG RES. BEAM 2 ::f..« .......n.rU .Y.e.sk.✓w,.:: d.n.....sw.:. eeu1 .i0 ~ ..~..a:.:. u(f General Information Calculations are deslgned to AISC 9fh Edkbn ASD and 1987 UBC Requlremants ' . . . u . _ . : . Steel Section : W10X22 : . , _ . r . . t,u.e , . Fy ~ ~s.ooicsi" Pinned-Pinned Load Duretion Factor 1.00 Center Span 20.17 ft Bm Wt. Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft Distributed Loads w, :s < #1 #2 #3 #4 #5 #6 ,..m ~ #7 DL 0.182 0.016 k/R Ll 0.607 0.053 k/R ST ktft Start Location 4.125 ft End Location 20.167 4.125 ft Pomt Loads u . ~ #1 #2 4 3 #4 #5 #6 #7 Dead Load 0384 k Live Load 1.320 k Short Term k Location 4.725 ft Beam OK ~ Static Load Case Govems Stress Using: W 10X22 section, Span = 20.17ft, Fy = 36.Oksi End Fixity = Pinned-Pinned, W= O.OOfl, LDF = 1.000 Actual Allowable Moment 41.705 k-ft 45.947 k-ft Po: Berxling Stress 27.567 ksi 23.760 ksl ib I Fb 0.808 : 1 Shear 8225 k 36.148 k Po: Shear Shess 3.370 ksi 1440D ksi (v / Fv 0.234 : 1 Mau. Deflection -0.891 in LengthlDL Dafl 1,080.4 : 7 Length/(DL+LL De8) 271.5 : 1 Force & Stress These wlumns are Dead + Live Loatl placed as notetl Dl LL LL+ST LL LL+ST ui u Onlv CeMer C n er Q Cants Cants Max.M+ 41.71k-R 70.48 41.71 k-R Max. M - -0.01) -0.00 k-ft Mau. M Q LeR k-h Max. M (D Right k-h Shear @ Left 6.88 k 1.76 6.88 k Shear Q RigM 823 k 2,07 8.23 k Cenfer DeO. -0.891 in -0224 -0.891 -0.891 O.OOD 0.000 in LeR Cant Defl O.OOOin 0.000 0.000 0.000 0.000 0.000 in Right Cant DeFl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl 0 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reection C LeR 6.88 1.76 6.85 6.88 k Reaction Q Rt 823 2.07 823 823 k Fa calc'd per 1.64 , K`Ur < Cc Section Properties W10X22 Width 5.750in I-xa WebThick 0240in I-yy Flange Thickness 0.3601n S-nc Area 6.49in2 5-yy 22.04 #1ft 118.00 in4 71.40 in4 23206 In3 3.965 in3 r-la r-YY Rf 4.264 in 1.325 in 1.510 in Fritz Consulting Engineers TNIe: 6970 So. Holly Circle Dsgnr: Suke 100 Descriptlon : Englewood, Colorado 80712 Scope: Job i Date: 2:50PM, 31 OCT 01 Rev 310300 M=.Kw~W4s=W«,1 22-J-19N Win32 Steel Beam Design (a11B9180 ENERCRLC . .L.. . ~r..ea , . , i_.... Description (01-71) GAMBERG RES. BEAM 2 Page 2 Sketch & Diagram , F y. x, m am em mw nm u.u mia ieds zo.n fi.na 7o.7~~l0,7eaon ~ ~~y . o a.0eakm 0.00 . . . . d]6 W -05J SlrevLwGlq lamti ,VOepMnr6er1t1 A 41.11 3.01 103 005 BOi .1004 13f0 1412 18A3 16.19 IIOd] . . Z11.18Pt 3753 IMm=q.1k11 3919 I 1; . . . ~:aacvn 2602 . . . i . rtm.. • e.e7% V.xO B.8]5F ao.es nm..=e.azx ieae Vmix80=8.Y15N 13.51 8 ]I OID ~ III -0 -0b AA5 A53 -0.63 Oii -0~ LOCeI}'Ce.'UOn (ln) CqU5E5 PL. 2,0-7 k PLL & e (A) Vepcriou c)N r3091AY-7 luWLl I,~ I~fII R.D. FRITZ CONSULTING ENGINEERS . ML l l.(lcrollo-w. has Fnce V10...4 e Y Fxe b,G„~er 1.leedz +o R<sm-r 1365 16s NIU 1.81/1 l 12n ~ 2~30 15 sn+-lE Foa o746Q !-lL HL Z $ETWEEN 2 1.75° N46 racc FInNyEe KlIFEos -ro uES i s-r 9z9 rb CovLa u5 E IU71I (Q- IOd oALLS op- RREVIOl~S J6-I6d rfl'alk ~a ONE 5/09 {JAS 7UP #,qAICiEQ CqN USrr -IFT I1,88 Pn' /6/5 UPLIFT 28r'j M w oNZ SIDE H95 rncE -oNfiF Nas 7'45P NEEb To levsig-r 9 52 I6 f-QcF z~r ir (o-lod ~ =//#e9 16 ToP 277- II.SS `t-lod Rw" /b/5 /-A, JobTitW~gERl,__ftSIDEQCE BY T)S Date Jobno. Subject CheckedSheetU4l ol i'I;lII1, 111!i1 y~~Ii~rI JobTitle CRHREQG ~ES112E~cF By Tr, DatepI Jobno. 0/-71 H.D. FRITZ CONSULTING sutiea ENGINEERS CIaECkING STVi) WP4l RooF P¢oIrcTFn Atzen ~,2v` _ 062%Ft - -i i ~ ~s T~ ,Ctal ` 0.9I! c~¢~N PmF ToTyt Pxu 0 /85 U S/1 cl,`i176 k tveRY 16 CheckedSheet L^aV of 6 39 t) > 0. /95 2 l.L ~ /.03-0341_ D.32o 1b~~c z / ~,VaLL (o Ps4'f 9z95 PIF rrr~ X P i~ ceNe¢NL G ~ zR(R+a~z ~ ~ 7b7?7c p~ 0.29 k/~r 032°%t i~o _ a. 996 0.7V~I Ki;• 6.8`fl oAP@ S(c~,E) c - /,33 UNpEQ 5fiTH400M E UTIUT~/ P0014 i 0,583 o.899 14' = 0.675 -~~('-r Nn R/oc EavG N660EC O,tl EA S t STUD WRLl. lfi Ir ;T ~p ~ f ~1 iI ~1 JobTi/le (aq-gERG TES~.LF-- BYDS Date Jobno. lel If R.D. FflITZ CONSULTING subject ENGINEERS Checked Sheet") / oi ECTiOr.! J'Z -ro HL3 CoNN, ~r4' RoU1: LOAD_FQ 6vt' Ft~ooO It v+oT UP~IF"f womn OccVR IN Ti+E HNC,Nii'onE --b ~c y~ ye OF iAra 82~1~~ 190 ib po~ 5~2. j X 4.333 p,,,: 2 63 60 W„kk/ MW i.atI 11 UPUFT ~Gk) NEADER AaOvE Guaqc;E 'naoe (2Q GIVEN & ASSOCIATES, INC. Mechanical & Electrical Engineers Jamiary 24, 2002 Re: Gamberg Residence Wheat Ridge Plan Review A. Dear Reid, The following are our Mechanical and Elechical responses to the review comments dated January 22, 2002: Mechanical: 11. Existing mechanical room in 177nsler bedroom mzis( he providecf irith oulside coinfivstron air und a zight filting self-e[osing gaskeled door due !o Iocalion. Response: The combustion air ducts are existing. The outlets will be relocated to new wall as shown on plans. Labeled combustion air openings on plans. 'l'he Mechanical room door is existing provided with self-closing gasket. GlectricaL 12. Elec/ric service cnlculaiioris - 200 amp main disconttect does not uppear (o be sized properly /o meel 125°o oJ'continuou.s uncf non-conlinvous loudc. provide cluriJicutfon. Response: Change calculations to mcet NEC 220.30 Optional Calculation - Dwelling Unit: General Loads: 3000 Kitchen 1500 Laundry 11700 (@3VA/ftz) 000 Microwave 000 Dryer, 5000 p Dryer 500 0 l Trash Compactor iy o`2'P~d, v t~ Ci~ ~ A1 EN~ 12345 W. Alameda Parkway • Suite 310 • Lakewood, Colorado 80228 • 303-716-1270 • Fax 303-716-1272 1200 Tub/Spa 5600 Oven 1200 Freezer 250 Gas Fireplace 250 Gas Fireplace 39200 Total General Load = 10,000 + (39,200-10,000)(40%) =21680VA Heating and Air Conditioning Load: 4800 A/C 5640 CU-A 3000 CU-B 708 FCU-A 252 FCU-B 14400 Total Total Load for Dwelling Unit = General Load + Heating and Air Conditioning Load =21680 + 14400 =36080VA =150.3A @120/240V 14) 13. Label all coun/er nccesszhle outlets as GFC/ protected. Response: AIl counter accessible outlets labeled as GFCI protected. See revised plan. 14. Indicate on plans (ha[ the dishwasher and compactor are lo be hardwrred and not n cord- plug connection behind units. Response: Included on plans. 16. Show smoke delector types and locutions Jxr UBC 3709 cmd 1wovide an elec/ricul lighling plan. Response: Smoke detectors included on plan; lighting outiets arc provided in ceilings (fixtures not yct spccitied). 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Q Z W f..7 Q O N W W O > K C3 d ; . „ ~r6EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) : 10580 5/26/2000 Property Owner : Property Address : Contractor License No. : 44 MORNINGSIDE DRIVE 20629 Phone : Company : Burt-Burnett Inc Phone : 296-4448 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceAify 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,~r compliance ith the Wheat Ridge Building Code (U.B.C.) and all other applicable Whea~Tdge o~inanyy~for work under this pertnit. (OWNER)(CONTR4CTOR) SIGNED DATE S'!Z'G'O° Description : Add air conditioning unit to existing furnace Construction Value : $2,074.00 Permit Fee : $83.25 Plan Review Fee : $0.00 Use Tax : $31.11 Total: $114.36 Use: BUILDING DEPARTMENT USE ONLY ~ SIC : Sq. Ft. : Approval: Zoning : PIe~fONote: Owna / ooMnctor ls nesponsible tor loceNng propeety lin«.ea coeswcNn6 tmprovements axwaina w the Approval : W►Oved Plan and nquimd development standards. The Ciry is not nsponsible for inaccurate infomution submitted within the plaa set and eny construction Approval : ermrs resulttne fram inucurak information. Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : 20629 Company : Company : Company : Burt-Burnett Inc Expiration Date : 4/12/2001 Expiration Date : Expiration Date : Approval : Approval: Approval: (1) This permil was iasued in accordance wiN the provisions set foM in yapur applicaUOn and is subject to the laws of the Stale of Coloredo and to the Zoning Reguladons and Buildin~ Code ot Wheat Ridge, Colo2tlo or any Mher applicable adinances of the Ciry. (2) This permit shall eupire if (A1 the work authoraed is not commenceG wiNin sizry (60) days from issue date or (B) the building aWhorizetl is suspentled or abantloned for a penod W 720 tlays. (3) If this pertnil expires, a new permit may be acquired for a fee of one-half the emounl normally required, provided no ehanges have been or will be made in the original plans antl specifications antl any suspension w abandonment has not exceedetl one (1) year. If changes ere made or if suspension or abantlonment exceetls one (1) year, PoII fees shall bepaid for a new pertnil (4) No work of any manner shall be done that will change the natural flow of waler causing a diainage problem. (5) Contrector shall noUfy the Building Inspector twenty-four (24) hours in atlvance for all inspections antl shall receive written approval on inspectlon carE before roceediin h succeasive phases of the ob. (6) pThe issu e f a p i he approval o drewings and specifcations shell nol be construed lo be a permit for, nor an approval ot, any violation of the provisions of th in oNer ordinance, law, mle or regulation. Chief Building InOector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qppLICATIo N Property Owner E~ Ci~ Fy %6£T G Property Address : 44 Phone: Contractor License No. :aD6 a q Company: /~jv~rp-,PhoneC.~ oj) 2ej6-¢4 ¢Sr OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances praposed by this pertnit applieation are accurete, and do not vlolare applicable ortlinances, rules or regulations af the Ciry of Wheat RiCge or covenants, easements or restnctions of record: that all measurements shown, anC allegation5 made are accurare: that I have read and agree to abide by all condRions printed on Nis application, and that I assume full responsibili for complianc wRh the Wheat Ridge Builtling CoCe (U.B.C.) and all other applieable Whea, idge o m 4aes, forwork under this pertnit. (OWNER)(CONTRACTOR) SIGNED DATE 3 -2.(- Permit Fee : Use Tax : Total : use: Description :~Q-o~ CJri'Z C--? 7/ o••••wG U rve y- o Fh<57~~.~6 A:;i •o<.c; BUILDING DEPARTMENT USE ONLY tom S ~Sq. . 4~ Approval : Zoning : ~ .i w - - - . 'q I,A pv ~ ..~.,n Approvai: ' Approval: Occupancy : Walis : Roof : Stories : Re ' a . Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) Thls pemit wag iuueC in aaprEarr,e wiph the pmvisiana xt brth in yopur apDlintlon arW is fvOja[t 1n tne laws of the Sta4 0( CdonCO anG to the Zomnq Regulanons anE BuilOing Caae of Wheat Ritlye. Cobratlo w arry otner apolinGe artflnances at pie Ctty. (2) This pertnil shall ftpim K(A) Ihe vrork auNOnxeE ia not mmmanocd wiNfn yxty (60) Eays hom iuue Eate or (8) the Duiltlinq aulnonxeC is suspenEeE or abanOOneE for a penoE ol 120 aays. (J) If this Dertnit exPircs. a new permit may De acQUiretl for a fee o! on"lf the amount nortnaly requiicd. provitleC no Uanges have Daen or wiil Oe maae in the onglnal plans anE epecfirappna anC afry awpensiaf or aharWanmerrt Ilas not exteeCeO one (7) year. tt W nges are maae or if suspension w abanCOnment uceeES oiro (1) year. Nll leaa alyll Oe pai0 fpr a Mw pemti[ N°mrk ma^Y m^w snall Ee yone Nat xnll Uanqe Ma'uWral Ilow of water pusinq a tlninage probkm. (5) Contraaor snalt natiy the Builtling Iropac[or twanN•IOUr (24) hours In aWance Mr all inspections antl ehall receive written aOPmvaI on inspectwn orE 6ebm Proceetlnng wNt sutceurve Dluxi Of Mep' b (e) The uswnce Of a pamM or Na appmval d trawinps anC apedlratlons shall rwt be consbueE to be a pemtit br, nor an approval of, any violatwn of tne pimrisbns of the DuiWiny cotlp a arry oMer eryinance, law. Nk w rapulaYOn. Chief Building Inspector 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 8897 5/13/99 Property Owner : Property Address : 44 MORNINGSIDE DR Contractor License No. : 20259 Phone : 274-1189 Company : Janard General Contractor, Inc. phone : 274-2745 OWNER/CONTR,4CTOR 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 b ditions printed on this application, and that I assume full responsibilit f liance 'th the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat ' ge dinances, or work under this permit. (OWNER)(CONTR4CTOR) SIGNED / DATE Description : Patio cover/roof over existing patio slab Construction Value : $2,500.00 Permit Fee : $8325 Plan Review Fee : $0.00 Use Tax : $37.50 Total: $120.75 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : e~t.... . ~ Approval : Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (t) This pe"it was issued in accordance with the provisions set torih in yopur application antl is subject to the laws of ihe State of Coloratlo and to the Zoning Regulations antl Builtlinp Cotle of Wheat Ridge, Colorado or any other applicable ortlinances otthe Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) tlays from issue date or (e) the building authorizetl is suspentletl or abantlonetl for a penod of 120 tlays. (3) If ihis pe"it 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 antl specifications and any suspension or abandonment has not exceetletl one (1) year. It changes are made or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone ihat will change ihe naturel flow of water causing a tlrainage problem. (5) Contractor shall no6fy the Building Inspec[or iwenry-four (24) hours in advance (or all inspedions antl shall receive wntlen approval on inspedion card before proceetliing with successive phases of ihe job. (e) The issuance of a permit or the approval of tlrawings and specifcations shall not be construetl [o be a permitfor, nor an approval ot, any violation of ihe provisions ot the bu/iltl'iy~yq' 'rqytlesor any other ordinance, law, rule or regulation. ' ° / /e.,✓sm..- - Chiefi Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner: Property Address : Phone : CoMractor License No. : Company: &A&~ (~~KMg4tMt,-~~ . Phone : (-47-3)z~. Z*'S OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of 4Vheat 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 complia the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge'69d ja nces, fo work under this permit. (OWNER)(CONTRACTOR) Description -i 3 Construction Value : 2. SCYI. cv Permit Fee : Use Tax : Total : Use: ,Q~;Py~c.~ ~~j.e,2C~3 Ya ~d`/SGik~ BUILDING DEPARTMENT USE ONLY n SIC : Sq. Ft. : Approval : Zoning : Bfflfdm . t ~ Approval : ~~b7i~?VU Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Company: 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 (orN in yopur appliwtion and is subject to the laws o! the SWte of Coloredo and to the Zoning Regulations antl Buildiny Code o( Wheat Ridge, Coloratlo or any other applicaCle ortlinances of the Ciry. (2) This Dertnit shall expire if (A) the work authonzed is not commenced within sixty (60) tlays hom issue date or (B) the builCing authorized is suspendeO or abandoned br a periotl of 120 days. (3) II this pertnit expires, a new permit may be acquired for a fee of one-half the amount nortnally require4 provideE no Uanges have been or will De made in the onginal plans antl specifiwtions and any suspension or abandonment has not exceeded one (1) year. If chanqes are made or il suspension or aDandonment exceetls one (1) year, hll fees shall be paitl for a new pertnil. (4) No work of any manner shall be tlone Nal will change the natu2l flow o(water causing a 02inage problem. (5) Contrector shall notify the Building Inspector lweny-four (24) hours in atlvance (or all inspections and shall receive wntten approval on inspecEOn wrE belore prxeetliing with successive phases ot the 1"ob. (6) The issuance of a pertnit or the approval of drowings and specifcatlons shall not be wnsWed to be a pertnit lor, nor an approval of, any violalion of the Orovisions ol Ne building codes or any other oMinance, law, rule or regulation. . Chief Building Inspector apt D s ~ 7t- x v c~q P bN n C> !e c ✓ a 7U ~ N ~N~ o ^ F ~ Z O ~ ~ s ! m ~ b ~ A ~ E ~ N c ~ L W n` s a M 2 ~j~L 6~ AN ; vi W A ~ ~ tD ~ 2 Jr ~ N $ ~ ~ _ ; o6"~ o o ~ = n 6 £ ~ iv- < d sF -b ~ c A C L N ~ 00 ~ ~ ~J ~N 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 8837 5/3/99 Property Owner : Property Address : 44 MORNINGSIDE DR Contractor License No. : 20259 Company : Janard General Contractor, Inc. Phone : 274-1189 Phone : 274-2745 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, 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 J and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description : Concrete paving / approximately 2,988 sq ft BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : Approval : Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Construction Value : $6,000.00 Permit Fee : $12525 Plan Review Fee : $0.00 Use Tax : $90.00 Total: $215.25 Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issuetl in accordance with the provisions set (orth in yopur application antl is subject to the laws of the State of Coloredo and to the Zoning Regulations antl Builtling Code of Wheat Ridge, Coloredo or any other applicable ortlinances of the City. (2) This permit shall expire if (A) the work authorizetl is nol commenced within SiMy (60) days from issue tlate or (B) lhe building authorized is suspendetl or abantlonetl for a period ot 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitled no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceeds one (i) year, full tees shall be paid !or a new permit. (4) No work o( any manner shall be tlone lhat will change the naNral flow of water causing a tlrainage problem. (5) Contrac[or shall notify the Builtling Inspector lwenty-four (24) hours in advance for all inspections and shall mceive writlen approval on inspection card before proceediing with successive phases ot the 1ob. (6) The issuance of a permit or the approval of drewings antl specifcations shall not 6e construed to be a permit for, nor an approval of, any violation of the provisions of [he ~bmJJ~ng cotles or any other ortlinance, law, rule or regulation. Chief BuildinT4hspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qppLICATIo N PropertyOwner: ~E10 1q. 6AN9Q6 ProPehY Address: 44- ~(aMdE f)P-"''£ Phone ~0) 27~t-l(~9 Contrector License No. : '000 ~1 Company : J&~,1 /y?l~ Phone (So~ll 27-~- 27/a-s- OWNER/CONTR.4CTOR 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 accurete; that I have read and agree to abide by all co ' ions printed on this application, and that I assume full responsibiliry for compliance with e Wheat Ridge Building Code (U.B.C.) and ali other applicable Wheat Ridge ordinances, for ork under this permit.~ (OWNER)(CONTRACTOR) SIGNED ~DATE .53 r/` Construction Value ccr), cv Permit Fee : Use Tax: Total : Use : oescription: ~on1cP-,w 2 9W41 1 6i BUILQJW DEPARTMENT USE ONLY : p ffi_l; N! ~ SIC : Sq. Ft. : Approval: aI Zoning : ~ J Bifi17m . o m ~ Approval : ~ PJbliG~VUaf Approvai: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This pemit was issued in accortlance wiN the provisions set forth in yo0ur appliwtion an0 is su0ject to Ne laws of the State ot Colo2OO anE to Ne Zoning Regulations antl Builtlin~ CaAe of Wheat Ridge, Colo2EO or any other applicable oMinances ot Ne Ciry. (2) This pemit shall expire d(A) the work authonzeC is not commenced vnNin sirzly (60) Aays /rom issue date or (B) ihe Cuilding authorized is suspenEed or abanAOned tor a periotl o/ 720 days. (7) If this pemit ezpires, a new permit may be acquired for a fee of ane-haM Na amount nortnally repuired, provided no Uanges have been or wlll be maEe in the original plans anE specifica6ons and any suspension or abandonmenl has not eaceeded ane (1) year. I/ changes are ma0e or i( suspension or aCandonment exceetls one (1) year, NII (ees shall be paid for a new permiL a) No work of any manner shall Oe done that will change the natural fiaw ol water wusin9 a droinage problem. 5) Cont2ctor shall notify the Builtling Inspector Iwenty-four (24) houn in atlvance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of Ne ab. (6) The issuance of a pemit or e approval o~tlrawings and speci(iwtions shall not be consWeA to be a pemit for, nor an approval of, any violation af the provisions o( the build~g codes or aUer ordinance, law, iule or re9ulation. . Chief Atlas Surveying Coinpany 660 Sherman Street #110 Denver, Colorado 80203 IMPROVEMENT LOCATION CERTIFICATE THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY Lor iz, eLaK ia. PARAMOUNT HEIGHTS. PARi FOUR, EXCEPPNG 1HAT PORTION OP SAID lOT 12. BLOCK 13. DESCRIBED AS FOLLOWS: BECINNING AT A POINi ON THE NORTH LJNE OF SAID LOT 12, YMENCE ITS NORiH'hEST LORNER BEARS SOUTH 89 DEGREES 54 NINUTES wEST, 752 FEE7; TMENCE NORTN 89 DEGREES 54 MINUTES EAST ALONG ITS NORTH LINE 190.02 FEET. MORE OR 1E55. TO ITS NORiME15T CORNER ON THE EASTERLY LINE OF BIOCK 13, PqRAMOUNT HEIGHTS, PART FWR (7HE WESTERLY UNE OP BLOCK 13. PARPMOUNT HEIGHTS. PART ONE): THENCE SWhiWESTERIY ALONG THE ARC OF A CURVE TO THE LEFT OF 800 FOOT RADIUS, 132.87 FEET. A/0RE OR LESS, TO THE SOUTNEA57 CORNER OF SAID LOT 12 (THE LONC CHORD OF 70 SAID ARC BEARING SOUTH 36 OEGREcS 4 btiNUTES WEST, 132.87); THENGE AIONG THE SW7H LINE OF SAID LOT 12, NORTH 89 DEGREES 41 MINVTES WEST. 89.4 FEET. MORE OR 1E55. TO A POINT WHENCE SA10 LOT'S SOUTHWEST CORNER BEARS NORTH 89 DECREES 41 AIINUTES WEST. 152 FEET; THENCE NOR7HKESIERLY IH A SiRAIGHT UNE 105 FEE7, MORE OR I.ESS, TO THE POINT OF BEGINNING. COUNTY OF JEFFERSpN, STATE OF COLCRADO. 1 s ~ 2 Z N m ~ G m .f~---- 2 ~ O ~ ~ - ~ J/ ~ N O -;o O ~ ~ ~W 1.l/, 1 \ x_x ' l LOT 12 ~ (AS DESCRIQED) ~ SEE ~ HOUSE~ DETAIL Q / 152' ~ D~~~ ~4F- P61vo 4 / EXCEPTED ~ PORTION GF LOT 72 7ry 30.0 CAR CpµCgETE GARAGE ORIvEWAY u 3.] - ~ N 1.3 L9V° A t3 x~ N p A~0 A N A '43 Z , o~ r c~ ~ m - ~ WAIX 1 3 N 30.0 HOUSE DETAIL 1" = 20' 1 I1 oI A, ~ m' V ,L o ~ ~I a ~ ~ GON~REIE ~ wonce: w«ordu,v to caoraao iaw yw, uUsT ~ comm<nce ony leqal acUan baaaE upon any Eefect In Mlv I.L.C. MlMln three years ofter you Pnt tllsco~r wcM1 E.i.ct In no rnnt may onY U. boeeC uP. any Eatect In Nla I.LG Ee commencetl more than ten yean irdn this wid tlab o1 cwHflcatlan Morn Mnm. REGISI~,%., `~o":••°F~~.~.,,Fr' : . ` /`~~~~yyy~,,,,,, yy{ , .~,,f~h \ THE LEGAL DESCRIPTION PND EASEMENTS SHOWN HERE04 WAS OBTAINED FROM NORHT AMERICAN P7LE COMPANY Of COLORADO CONMITTAENT N0. L3361. DATED 5-5-94 I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR FlR57 CITY FlNANQAI THAT IT IS NOT A LAN D SU R VEY PLAT OR AN IM PROVEM EN T SU R VEY P LAT, AN D TH AT IT IS NOT TO BE ftEL1ED UPON FOR ESTABLISHMENT OF FENCE, BVILDING, OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE Dc=SCRIBED PARCEL ON THIS DATE. 5-26-94 . EXCEPT UTILITY CpNNECTIONS, ARE ENTIRELI' WITHIN THE BOUNDARIES OF THE PARCEL. E;KCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESC:RIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INOICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEI., EXCEPT AS NOTED. THIS PROPERTY s~,. -i., / DOES NOT APPEAR TO BE LOCATED WITHIN A DESIGNATED FLOOD HAZARD AREA ACCORDING ?O F.E.M.A. MAP f/ 085075 0005 C , ZONE C , DATED 2-4-88 FLOOD INFORMATON IS SUBJECT TO CHANGE. YAS PItEFMEI iVt TRLE ➢ISIFwV~ PUROSES O SO @tY. R IS ~~lR."i Of ~ S11E G~ LIIE R[miL IQlLENTS Mm l1KS ff Ott1PATIDl AM sCf1ML ~WO~AY 1RVEY A.~..__.,~~ 6 E]GR ILGTfMi S 0~ Scale: 1" = 50' LMS uN ' , S ~ ~uVErt Price, $ 125.00 CLI EN T: GAMBERG 4 ADDRESS_ 44 Pr{F~IkR DRIVE MORNIN6<IGL JOB 5677 DRAWN B Y: D ATE: 5-27-94 M.F. 190.02