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Home My WebLink About2661-2665 Kendall StreetA 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: y o `r ` �7 •, -, I Job Address: a S" Kv, » cL i s-4— Permit Number: 2 o I-7 0 9--_;_ M v -e j ❑ No one available for inspection: Time = cd lc AM M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Datej-0 'S 1 11-7 Inspector: 76 DO NOT REMOVE THIS NOTICE City of Wheat Ridge Ja Residential Roofing PERMIT - 201709390 PERMIT NO: 201709390 ISSUED: 12/01/2017 JOB ADDRESS: 2665 Kendall ST EXPIRES: 12/01/2018 JOB DESCRIPTION: Reroof with OC Duration asphalt shingles, 5/12 pitch, 32 squares total (duplex) *** CONTACTS *** OWNER 303-502-0086 PETER MUSSER SUB (303)726-1894 Mark Bussanmas 160119 Transformation Homes LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,224.00 FEES Total Valuation 0.00 Use Tax 172.70 Permit Fee 188.45 ** TOTAL ** 361.15 *** 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 - 201709390 201709390 2665 Kendall ST ISSUED: 12/01/2017 EXPIRES: 12/01/2018 Reroof with OC Duration asphalt shingles, 5/12 pitch, 32 squares total (duplex) I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am Ieally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made -be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 applicablecbpr any ordinance or regulation of this jurisdiction. Approval of work is subject to ield inspection. r •- Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Online Form Submittal: Residential Roofing Permit Application https://wnnaii.ci.wheatridge.co.us/owa/?ae=Item&t=IPM.Note&id= Online Form Submittal: Residential Roofing Permit Application no-reply@ci.wheatridge.co. us Sent: Wednesday, November 29, 2017 5:06 PM To: CommDev Permits Categories:Invalid Address; Kim Residential Roofing Permit Application Qc�i-��f39b 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 are Duplex on the property? PROPERTY INFORMATION Property Address 2665 Kendall St. Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Do you have a signed contract to reroof this Peter Musser 303-502-0086 musserpeter@gmail.com Yes 1 of 4 12/01/2017, 1:48 PM Online Form Submittal: Residential Roofing Permit Application https://wrmail.ci.wheatridge.co.us/owa/?ae=Item&t=IPM.Note&id=... property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed peter musser contract.ip4 Contract CONTRACTOR INFORMATION Contractor Business Name Transformation Homes LLC. Contractor's License 160119 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number 303-726-1894 (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary 15150 S. Golden Rd. unit 1001 address of your business) Contractor Email Address transformationhomes@yahoo.com Retype Contractor Email transformationhomes@yahoo.com Address DESCRIPTION OF WORK TOTAL SQUARES of the 32 entire scope of work: Project Value (contract value550 or cost of ALL materials and labor) Are you re -decking the roof? No Is the permit for a flat roof, Pitched roof (2:12 pitch or greater) pitched roof, or both? (check all that apply) What is the specific pitch of 5/12 the PITCHED roof? How many squares are part 32 of the PITCHED roof? 2 of 4 12/01/2017, 1:48 PM Online Form Submittal: Residential Roofing Permit Application https://wrmail.ci.wheatridge.co.us/owa/?ae=Item&t=IPM.Note&id=... Describe the roofing Owens Corning Duration shingles onyx black 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) Asphalt This is for both sides of the duplex, the whole roof SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this 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 may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything 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. Yes Yes Yes Yes Yes 3 of 4 12/01/2017, 1:48 PM Online Form Submittal: Residential Roofing Permit Application https://wrmaii.ci.wheatridge.co.us/owa/?ae=Item&t=IPM.Note&id= Name of Applicant Mark Bussanmas Email not displaying correctly? View it in your browser. 4 of 4 12/01/2017, 1:48 PM Tran#�►sriis+ F�tsrna.°s L 1 C 11-27-17 mot t. Bmmmia Cel 303-M-18" Pea "ItImsm EtIrwraT CO. W14 Rms" cxtctm'I we %ia rzma%e and reo= the ae6vi:tg roam rterW with 32 Sq. of onyx Bt=k Tru&f n m Ombon per kxA co&. fbt 05W tap .Rtm the %kM* is S6550 M 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: SO(v ( Q Job Address: 2&jL,/;a5 Permit Number: 191-70'T310 ❑ No one available for inspection-- Ti e 3 Re -Inspection required: Ye No When corrections have been made, call for re -in ection at 30 234- 33 Date: 0/504- Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Miscella PERMIT - 201709101 PERMIT NO: 201709101 ISSUED: 11/16/2017 JOB ADDRESS: 2665 Kendall ST EXPIRES: 11/16/2018 JOB DESCRIPTION: Residential Siding permit remove and install James Hardie Onyx Black 25sq. *** CONTACTS *** OWNER 303-502-0086 PETER MUSSER SUB (303)726-1894 Mark Bussanmas 160119 Transformation Homes LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,500.00 FEES Total Valuation 0.00 Use Tax 178.50 Permit Fee 188.45 ** TOTAL ** 366.95 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specificationsZ applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. 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 perormeisdiscIosed in this document and/or its' accompanying approved plans and specifications. -16 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off-ccial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 0 Signature of Chief Building Official '-r7' Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat Midge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email:ermits cimheatridge.co.us FOR OFFICE USE ONLY Date: � j Plan/Permit#7�7� 70 .� C D Plan Review Fee: `T Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): t',1�� U�l;_1F� Phone3 Property Owner Email: i'�l C_� ' ~ E e_rtt.,°- Mailing Address: (if different than property address) Address: ;.� /�� J r, /C�,� K'r/ C� 6'L lr r CaG>! City, State, Zip: e,ly� r�� n t Arch itect/EIng 1neer: Architect/Engineer E-mail: Contractor: VN Phone: Contractors City License #: !q Phone: Contractor E-mail Address: I Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL 'g RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) '� l 1 l� '<rL b'L7 t". �I�z•,�=�`-- (For ALL projects, please provide a detailed description of work to be performed, including current "ase of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. FULF Amps Btu's Gallons Squares Z 61,vJV1, Rv~Pi( Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) r OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWN R) (CONTRACTOR) or, (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name):�% (1 / 0 "7W✓1ti1%`11`r'j DATE: )— �b " ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ r CITY OF VI Building Insi /4nR174d_r.0 m x, f C' ❑ No one available for inspection: Time z4L PM A Re- Inspection required: Yes when corrections have been made, can for re-inspection at 303 - 234 -5933 Date: ai Inspecto DO NOT REMOVE THIS NOTICE ' ♦ ♦ CITY OF WHEAT RIDGE i ;* Building Inspection Division (303) 234 -5933 inspection line (303) 235 -2855 Office - (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: zr Job Address: ,?44'1 Permit Number: <!oVY9 t l ❑ No one available for inspection: Time 9 , 0' AM M Re- Inspection required es No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: .I Inspector. DO NOT REMO E THIS NOTICE ti ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303),235-2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: A Alo,411 5 Permit Number: // it `✓8' C a >Vc S 11M� 4 �1 drt',�F S'P; /,-- 7r-yaV,-` t ❑ No one available for inspection: Time _ Z : /v` (AM/ M Re Inspection required: s No , f When corrections have been made, calf fo re inspection at 303-234-5933 Date: x/19111 Inspector: ,mac DO NOT REMOVE THIS NOTICE 2 I� U ( t � I �p INSPECTION RECORD i' �" "" 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 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Monolithic Slab Reinforcement Caissons Concrete Encased Ground (CEG) Footing /Stemwall P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground /Slab Inspections Date Inspector Initials Comments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In -slab) Heating (Below/ In -slab) Do Not Cover Underground or Below /In -Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Roof Sheathing Lath /Wall Tie Rough Electric Rough Plumbing Rough Mechanical Gas Piping Do Not Proceed Without Approval Of Above Rough Inspections Rough Framing Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Frame Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303 - 235 -2846. For ROW and drainage inspections call 303 - 235 - 2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public works Dept. Fire Inspection / Fire Protection Dist. 'Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspect does not co nstitute au of occupan Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather M Y Y' 50 b Camp sub pap d INSPECTION RECORD Occupancy/Type 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 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Monolithic Slab Reinforcement Sewer Service (Underground) Caissons Water Service (Underground) Concrete Encased Ground (CEG) Plumbing (Below / In -slab) pate Footing /Stemwall P.E. Letter Comments Heating (Below/ In -slab) Do Not Pour Concrete Prior To Annroval Of The Above Inspections Underground /Slab Inspections Date Inspector Initials Comments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In -slab) pate Inspector Initials Comments Heating (Below/ In -slab) Do Not Cover Underground or Below /In -Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Roof Roof Sheathing Final Building / Frame Lath / Wall Tie Rough Electric Landscaping & Parking / Planning Dept. Rough Plumbing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303 - 235 -2846. For ROW and drainage inspections call 303 - 235 -2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Rough Mechanical Fire Inspection / Fire Protection Dist. Gas Piping "Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Do Not Proceed Without Anoroval Of Above Rouah Insnections Rough Framing Insulation Drywall Screw / Nail Final Inspections pate Inspector Initials Comments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Frame Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303 - 235 -2846. For ROW and drainage inspections call 303 - 235 -2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. "Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather a" ti 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax e t J INSPECTION NOTICE 4,' 7 0 ZY Inspection Type Job Address Af.9AjP,44s_ 57 Permit Number 11P pct A �Oz ❑ No one available for inspection: i 4 AM/PM Re-inspection required: Yes No *When corrections have been made, call fj� r 1 71n pection at 303 -234-5933 Date: Inspector: 77Z DO NOT REMOVE THIS NOTICE r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line ,- (303) 235 -2855 Office. * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Job Address Permit Number - y a _""d e�ai•�� e. ❑ No one available for inspection:: Irne Re- Inspection required: Yes No�� When corrections have been made, afl / II fPAP Date: Inspector: - {( � F D N T O O REMOVE THIS 1VW I.L,A� ♦��4 City of Wheat Ridge Homeowner Plumbing PERMIT - 110747 PERMIT NO: 110747 ISSUED: 06/29/2011 JOB ADDRESS: 2661 KENDALL ST EXPIRES: 06/28/2012 DESCRIPTION: Install 40 gallon hot water heater * ** CONTACTS * ** owner 303/263 -6961 Josh Berrill ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0521 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 850.00 FEES Permit Fee 40.00 Total Valuation .00 Use Tax 15.30 C ��(q� ** TOTAL ** 55.30 Conditions: I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, except electrical, without the assistance of hired or professional workers. Consultation and courtesy inspections will only be performed with the homeowner of record. Work shall comply with 2006 IRC & 2005 NEC. Per IRC Sec. R313, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. Carbon Monoxide detectors are required to be installed within fifteen(15) feet outside the entrance to each sleeping room. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this do ument d 'ts' accompanying approved s and specifications. a� Signat e f OWNER or CONTRXCTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. S. 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. auiluing Uillcal Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I City of W heat MUNITY DEVELOPMENT NT dgc Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 / Building Permit Application erty Add P r o p r e s s : _ � ( j 6 � 4 t i jc' I a i r Property Owner (please print): I 4 C C ` � Phe Mailing Address: (if different than property address) Address: City, State, Zip: Con "tractor: Contractors Date: Plan # Permit# i1D� 17 a6 :f- 06 , License #: Plumbing: -a6-�-6 Phone: 7 Mechanical: City License # City License # City License # Desc I afwor �e V�CI�CI I CV " V10 VI W d� (6 VIGj �'�� O(Gt / $ onl!!! 1- U W�,�,.� //� Review Fee (due at time of submittal): Squares \1 BTU's f 1 Gallons o Amps f Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED RESET VE) aj (OWNER) (CONTRACTOR)) G PRINT NAME: r I SIGNATURE ` DATE: ` � a ReweWer � y S ,•=- ,' is s�, - � f r"'i ^�'Px T- r� ii". P k'�`� arc Y"v' i ,FIRE DEPARTMENT ❑approved w /comments ❑disapproved rp no review requued Bidg Valuation $ " ' City of Wheat Ridge ► J Residential Electric PERMIT - 110743 PERMIT NO: 110743 ISSUED: 06/28/2011 JOB ADDRESS: 2661 KENDALL ST EXPIRES: 06/27/2012 DESCRIPTION: 50 amp sub panel and 8 circuits from uninspected work * ** CONTACTS * ** owner 303/325 -6932 Josh Berrill sub 303/227 -3373 Jerrett Metzger 11 -0144 Carefree Electric Inc. ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0521 USE: UA BLOCK /LOT #: 0/ Conditions: Must comply w/ 2006 IRC & 2005 NEC. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this docurWnt and /or its' accompanying approved plans and specifications. - Signature Pf OWNER - /or O®NTRACTOR (Circle one) 'Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is aubject to field inspection. Signatur rIOfREQUEST Building Offical Date INSPE LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQU UST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Date: 7 0 Wheatl y mi dge MMUNITy DEVELOPMENT Plan # Building & Inspection Services Division Permit # b. 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303- 234 -5933 / Building Pe- r Application n Phone: Property owner (please print): Mailing Address: (if different than property address) Address: City, State, Zip: �olifractol: A � CLC-d IJ6• 2 Contractors City License #: Phone: �j0��" J S 7J 6lIc�ontractai Electncal: Plumbing: Mechanical: City City License # License # City License # �egt:rlutlori #.work SO kAP Sa8 PANEL hd)b 11?b1eL0irS $ rX� Value: P ret1A`owSLy baAh i W A)oi�U d 5C Review Fee (due time of submittal): W u1 $ Squares BTU's Gallons _ Amps Sq Ft. OWNER/CONTRACTOR SIGNATURE OF UNDERSNDING AND AGREEMENT hcable ordinances, I hereby certify that the setback distances proposed by this permit application are accurate and do not violate app rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree . to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal: owner of the property to perform the described work and am also authorized by the legal owner of any entity include . donthis application to list that entity on this application. CIRCLE ONE: (OWNER (CONTRA R) Or (AUTHORIZED REPRESENTATIVE) Of (OWNER) (CONTRACTOR) PRINT NAME SIGNATURE DATE LY ' a c a/ r 'Y - % �� `� < ter' ` � I Bldg Valuation: $ ..'......................,.'............, -C '" ~ ." 0- ." n 0 c"O -I 3 0 m '" 0 :2i ~'" ::r M '" () 0 Z "'~~ Z -I :P ." -I z "'3" c I 0- m '" m ~;=;:ro 3 0 '" :P '" :0"" m 0- ." m :! n Qc::;; '" V> -I ~ 3 n' ~ 0 n :P 0 0- 31 roo-'" 0- 0 '" -"'~ 0 ." 0 ~ --< o~ro ~ ~ :::! '" "0",< ~ :0:0'" 0 m n m Q=:. a Z ~ <.n en () <.n ~o~ '" 02 ." " _:o~ N -< ~O.,. 0 0 c '" 0 ~::r 0 '" c n '" ~O'" -COT ." O"O~ . . 0 ~ ro ~"'~ " " -< 0'" V> ~~::r ~ ro m '^ M- ::r.2ro ~" ro "'0.0- (j ~ or ::r ro o . Qroc 3 = 3: Cl. '" .,.Vl= ~ _0- c: '" <"0. OTro ~ ~ -, ro 3 o _.~ ~ M- ~ ......gtD o. -I, ~a.. I V> "'0." .., ro ::ro-o "- S' -n M- '" --; "'",:0 - '" 5' 3 ro ~oq ~ OT ro ro ~-~ F; ro c M- - ~ " o.o.~ "'''0 (j ~ N ... ;0 ro "'0'" 0 0 " ei "- :>e: 5'DroQ. ::r~_ > ~ ~ [ ;0 ",0-1 ;: 3' <a 5' ro ::T "'~'" ",0< ro :0,,:0 ~ '" .. ij;' u> ro 0.00. ;.~O .., < " ~ rr -I, '" 330- 0 s, Cl. M- 2tE" ~ ~ 0. a: 0: ro "O~ , 3 3' "'-~ "'~ :E 3' S' ::r ;0 << ::r . ::r '" <a n -I, 0-",,,, 0 .' ~, ro Cl. :P n)>;r: ~ ;;- 0 ro;=;:c o<m ~ 0 5' o ::r~ o~J:I ~ ~ " 0 ro 0 ,,~'" ~ . '" C3c-l 0 n ~ m " ::r"O 0 ~ ~ ~ c",~ 0.'" 0 -g ...... n <.n ", '" 0 o ;Ill <.n ~ Q' N a '" "0 CD 6 (j o.::ro 0 " "'~ '" " 9- 0. N ~"'''' -I m (j ii' ...., co '" O~o. ~ ro a '" ~'" e . 0 a ~ o-t _.0 ::ro.~ " c: w ro",~ "- ~ . w '^ c",::r " ro ~OJ'" > ro ro ::r "'co- ~ X Cl. ~ =c :z 0 '" "0 0.-' ro ~ ~ S. e: 0 " ~ ::;;tD ~ '" (j 5 ~ 0 roo ntD '" -< . V> 0.0", ro M- ' 0.:0 "- -< "'0. ro . ~ NO :0 o~ -<> rt- :0"0 ...... S., ~ ",'" w ",3 ...... ~ Vi' a 0.'" ~ ~ O' ~c ::r:o roo. ~'" <ti~ -~ "'::r 0;'" 0.", -0' "'0 :0< 0.", Date: 4/;3/0; 4 Certificate of Occupancy or Completion has been requested for: AoORI:SS: ,..J Ic!o / .~ j( (if/.) /l 51:. PURPOSI: or 8TRUCTURI:: )6 Cd !J{cF (tV fI / Building Department Approval: '1) tflr-- ~\~v~o:t) Remarks: " Zoning Approval: ~ Remarks: Public Works APPi:va@ wtJ'-9 t!-vt-!or Remarks: 13 f1>r 0\ Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: Date: of/I ~/c) ( 4 Certificate of Occupancy or Completion has been requested for: 400RI:SS: ;:)-&'(oS J!p~JLjj ;y(, , PURPOSI: or 8TRUcrURI:: ~ cfy DL1 t.ojl P ~ Arlo&:; Building Department Approval: Remarks: Zoning Approval: @ l~ ~ on Remarks: Public Works Approval: d?D f(..( J.0 (zi./o; Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD '~' , c ' ke.l.-.) 14f\t>:. JOB ADDRESS :J lC ~ ~ C' I \ (II f'l \ ):;+ . BUILDINGP~NO. \.l~ _..' (( DATEISSUED--S.jl!IH, I TYPE I OCCUPANCY I OWNER I -C'~'\ 'Dt'~ _.e. '" CONTRACTOR \ , SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Faun . . Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED '" Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation /l/ r:.. ."7 t5.c. Framing Insulation (above must be signed prior to framing inspection) C;k IIJI:;~, /, Drywall nailing Roofing Refrigeration Electrical underground 1:2/ Electrical Plumbin Heatin & Ventilation Frame R.OW. & Drainage Fire Department Parking & Landscaping 6? & Ifi OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER MEMORANDUM II Approved Date II iD'EiPPJR1['MIENl' CF IPi!JBILIC WiC:.IR.:K2 cc: Greg Knudson, City Engineer lit; ~ (,14 I' t ~l if.- t~" TO: Darin Morgan, Chief Building Official FROM: Michael Garcia, Development Review Engineer,A~ DATE: April 12, 2001 SUBJECT: Kendall Street Minor Subdivison The Public Warks Department received the GradinglDrainage Certificate for the Subdivision listed above on April 12,2001. A site inspection was conducted and the following correction needs to be completed: 1, The landscaping material on the north side of the property does not conform to the grading. The rock placed on the north side ofthe structure needs to be "swale-shaped" allowing for proper drainage. Currently, the rock is sloped to the north and needs to be correctly formed, The concern is that there are roof drains releasing to this area and could potentially have an adverse effect on the adjacent property. Please contact me at 303-235-2868 if you have any questions, cc: File (3) Kendall-st~minor -requirement.mem 04'~2 _ _ x 04.9 I = I X04.7 X04.0 = ~04.5 I X03.5 X03.9 = X03.8 X 03.4 X 03.4 = X 03.6 X03.5 = 03,9xI = ~X03'2 01.6 X 02.8 __ OLL GRADING CERllFICA llON: ~: --$/12./01 GRADING CERTIFICATE ~ KENDALL STREET I"'f.;rdr WHEAT RIDGE, COLORADO v02.? ~ f;; ~ ",I 017 BENCHMARK ASSUMED ELEVATION"" 1000.25 ~ _ _X01.J ~?:t;/~'~~ 03.3 - do '/ LsI D. CClNCRETE PAH EX.EDGEQ:ASA1ALT '" ..; o o 1i EX.COllERUN[r1FROAD ~' 02.9f II \03.3~ 0"' lli~ 8~ 08- It It <03.3 "0 . :. =9 ." I. . """-I '02.3 ~ 02.6 \;S \, 03.3 03.1 \, X ~ I'/\O~ \, ~/x~;-L 00,; " 03,0 03,202,7 1 02.5.; X I', " '" ..; 8 .. . '. 03.6 03.0 = 03.8 03.2 ~ ~~ "'< 8~ iB It It = Scale: 1" = 40' I " I o 10 20 40 (02.1 ~ ~ 03.0 ~ 2> '" 01.4= ~'v01.1 ~~...~:a ~3'~ => 00.5 00.4 - .,*-X 99.6 _ _ X 99.9 BENCH MARK: THE ASSUMED ELEVATION OF 1000,25 AT THE NAIL IN KENDALL STREET AS SHOWN HEREON, LEGEND = SURFACE DRAINAGE FLOW DIRECTION EXISTING SPOT GRADE ADD 1000 TO GET ON BENCHMARK DATUM X 01.3 THE ELEVATIONS AND DRAINAGE PATTERNS SHOWN ABOVE ARE THE PROFESSIONAL ENGINEER'S CERTIFIED FINDINGS OF THE FINISHED GROUND GRADES FOR THE ABOVE DESCRIBED PROPERTY ON 4/3/01, THE GRADES SHOWN HEREON GENERALLY CONFORM TO THE GRADING AND DRAINAGE PLAN BY SCOTT, COX & ASSOCIATES, INC., DRAWING NO. 00210, DATED 5/B/Ol. THE GRADING SHOWN ABOVE AND THE ELEVATIONS AS DEPICTED HEREON MAY CHANGE SUBSEQUENT TO THE DATE OF THE SURVEY DUE TO NATURAL AND/OR ARTIFICIAL ACTIONS. SURVEY WITHIN JC SCOTT, COX & ASSOCIATES,INC. consulting engineers . surveyors 1530 55th Street . Boulder, Colorado 80303 (303) +1-4 - 3051 4/10/01 DRAWING NO. 00210C JOB NO. 0021 DC BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 2C r:; / C{ fo 4 t::-rdcYj I I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: I.) (;JK/~Jc 6-J~Q,", o->.,.jk ~) ?;1< '+')'[ c/ /I'd], p" 50J-). u.<;.1/ ~) {"t./?/ ,IZ//-t ~i/f.? k.Jck~ h.."d .It} ,e,:.e,- hRJthf o.J. (rr-c.p ~fe_ ~ 7'", ,0'=.0 - d,J!<I -- Ie. .ih' jre,J td Co~,- s~. I 5) P/'<.Np6A bti_r>->P....,T .5fO;r-C<.>c,{1 t) ~/..,,'Sh C'lo/fc.,:"'i kh 6<,<;~ -f;/~ a..f- Z-d r)o~'- /l~> V Fi;< I.,."h,., t..-,';.J"_f df ;:-.d F/~ ~) ~ :;i!/fdh rw't n,jf- hr::A- ft~ t:rtf fz... t>t..;J 0) ~'t- cgo/)/ f,..,>> 'jC5 t'}<.ec.f f,'c;.h~ You lire hereby notified to correct the foregoing violations. When corrections have been made. call for inspection. Date f/~/()( 19fT DO NOT REMOVE THIS TAG Inspector lor Building Depl, FORM WR6-22 , , INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS JOB ADDRESS J(c CQ \ .ei LeG. U BUILDING PERMIT NO. --1J o. 5<0 OWNER ----r: {'./ ? ro p (' Il..h 'e <; CONTRACTOR I , WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD /\J e l,L> D LL? le x I TYPE I OCCUPANCY I DATE ISSUED SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR <:^.. Footings Caissons Reinforcing or Monolithic Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) P./C 't/;J.~/d'" ~.6 Heating (Ground Work) Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED l! I( 1/17 (' p.fc. o,/f Framing Insulation (above must be signed prior to framing inspection) :~ I ~- 5 /" i ((;/ t:F1 I~ Drywall nailing Roofing Refrigeration Electrical underground tf>. G.. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Electrical Plumbin Heatin & Ventilation Frame R.OW, & Drainage Fire Department Parking & Landscaping MEMORANDUM II Approved Date II IDIElP'AlR1rME"N".:'OF IF"'UK..liC wong TO: Darin Morgan, Chief Building Official FROM: Michael Garcia, Development Review Engineer ~~ DATE: March 30, 2001 SUBJEC The Public Works Department inspected the site listed above for grading and drainage compliance, The inspection occurred on March 30, 200 I at approximately 2:30 P ,M. The Public Works Department will require the following prior to issuance of a C.O,: I. The Engineer-of-record submit a Drainage Certification Letter for the site to the Public Works Department. 2, The grading on the south side of2661 Kendall Street (south structure) needs to be finished graded, The grading on site at the time of this inspection is not acceptable, 3. The Public Works Department has concerns regarding the drainage swale located between the structures. It appears that runoff will flow to the back of the property, Engineer-of-record is to field verify. Please call me at 303-235-2868 if you have any questions. cc: File (3) 2651 kendalljnspection,mem ::~.-::~;~': '/'()",/-~- MEMORANDUM TO FILE (:f( Ili~) II PROJECT: \\ (> -0'----=----1Ib-/~ // "" a ---=--'0' X "~:z. {} l!\ ~7' Meeting II o Telephone DEPARTMENT OF PUBlIC WORKS BY: Michael Garcia, Development Review Engineer yA~ ATTENDANCE/WITH: Cy Butte, Developer DATE: March 21,2001 SUBJECT: Drainage Questions REFERENCE: Kendall Street Development Begin conversation at 8:15 am, Met with Mr. Cy Butte today at 8:30am to discuss the drainage certifications required by the Civil Engineer of Record in order to receive a C,O. for this proj ecl. He was concerned about that slope in the grass swale locateri between the structures, I informed him that the Engineer-of-record would have to verifY the slope requirements for his design, I did say that usually a 1,5% slope in a grass swale should be sufficient but emphasized that the engineer of record had to verifY the slope requirement for this drainage design, End of Conversation at 8:45 am, 2651 kendall_ drainage.mem March 30, 2001 Daily Inspection Log Page 1 Permit Job Address Time I Type I Approval Remarks 30496 11933 4355 EVERETT ST AM FOOTING 30498 11902 6730 W 29TH AVE SIDING 30503 11895 5000 ROBB STREET LOT 3 E.SERV 30504 11263 12200 W. 38th Ave. FE 30505 11927 7507 W. 35th AVE ~ bC'La"u;)l_-/ 30506 11743 10210 W. 49TH AVE AM R.SPRINKLER 30507 11677 4594 YARROW ST PM RP .. 30508 11177 10201 W. 49TH AVE AM RM-RADIANT FLOOR PIPING 30509 11453 3425 INDEPENDENCE CT AM RF (STAIRS) 30510 10248 3885 URBAN ST AM INS (LOWER LEVEL) 30511 7163 4020 DOVER ST FB 30512 11056 2661 KENDALL ST (1/2 OF DU F-LANDSCAPE 30513 11056 2661 KENDALL ST (1/2 OF DU F-PW 30514 11103 2665 KENDALL ST (1/2 OF DU F-LANDSCAPE 30515 11103 2665 KENDALL ST (1/2 OF DU F-PW 30516 11948 11626W37TH PL PM FM 30517 11434 10540 W. 35TH FE 30518 11434 10540 W. 35TH FM '?vJ - ..reSCOTT, cox & ASSOCIATES, INC. consulting engineers. surveyors M. Edward Glassgow, IV, P.E. . William H. Mitzelfeld, P.E. February 19,2001 T,C. Properties, LLC 12846 Grape Street Thornton, Colorado 80241 l~S? b \ --- Jv,J \ 'l-G ~Lor Attn: Mr. Cy Butte Project: 99984 Dear Mr. Butte: On September 11 and 12, 2000, a representative of Scott, Cox & Associates, Inc. inspected the excavation for the new residence to be constructed on Lot 2 of the Kendall Street Minor Subdivision in Wheat Ridge, Colorado. At the time of the final inspection the excavation had been completed, All excavation levels revealed silty and slightly clayey sand and had been overexcavated to allow the placement of 2 feet of crushed rock. This is consistent with the general soils conditions described in the original soils report. Therefore, it is our opinion that the residence to be constructed on this site can be supported by a spread footing foundation system, using the recommendations contained in the original soils report. All other recommendations provided in the original report that are applicable should be adhered to. Thank you for consulting with us on this phase of the project, If there are any questions concerning the inspections or this letter, please feel free to call us, Sincerely, SCOTT, COX AND ASSOCIATES, INC. By 9- 1530 55th Street. Boulder, Colorado B0303 . (3031444.3051 . Fax: (303) 444.3387 Serving Colorado with offices in . Boulder. Longmont. Loveland JCSCOTT, COX & ASSOCIATES, INC. M. Edward Glassgow, IV, P.E. . William H, consulting engineers. surveyors Mitzelfeld, P.E. February 19, 2001 T.e. Properties, LLC 12846 Grape Street Thornton, Colorado 80241 Attn: Mr. Cy Butte Project: 99984 Dear Mr. Butte: On September 14, 2000, a representative of Scott, Cox and Associates, Inc, made an inspection at the new residence to be constructed on Lot 2 of the Kendall Street Minor Subdivision in Wheat Ridge, Colorado. The purpose for this inspection was to confirm that the footing elements were sized as per the foundation plans, As a result of our inspection, it is our opinion that the footings were placed in substantial conformance with the project plans and specifications. Thank you for consulting with us on this phase of the project. If you have any questions concerning our inspection or this report, please do not hesitate to contact us. Sincerely, SCOTT, COX AND ASSOCIATES, INe. By ~ 1530 55th Street. Boulder, Colorado 80303 . (303) 444.3051 . Fax: (303) 444.3387 Serving Colorado with offices in . Boulder. longmont . Loveland JCSCOTT~CE~w~r:G~~:o~~~~~E.S~~~a~. H, consulting engineers. surveyors Mitzelfeld, P.E. February 19, 2001 T,C. Properties, LLC 12846 Grape Street Thornton, Colorado 80241 Attn: Mr. Cy Butte Project: 99984 Dear Mr. Butte: On September 18, 2000, a representative of Scott, Cox and Associates, Inc. made an inspection at the new residence to be constructed on Lot 2 of the Kendall Street Minor Subdivision in Wheat Ridge, Colorado, The purpose of the inspection was to examine the steel reinforcement within the foundation wall forms in order to determine if it was constructed according to the specifications on the foundation plans. As a result of the inspection, it is our opinIOn that the foundation wall reinforcement was placed in substantial conformance with the specifications on the foundation plans, Thank you for consulting with us on this phase of the project. If you have any questions concerning our inspection or this report, please do not hesitate to contact us, Sincerely, SCOTT, COX AND ASSOCIATES, INC. By Q.. 1530 55th Street. Boulder. Colorado 80303 . (303) 444-3051 . Fax: (303) 444-3387 Serving Colorado with offices in . Boulder. Longmont. Loveland JCSCOTT, COX & ASSOCIATES, INC. consulting engineers. surveyors M, Edward Glassgow, IV, P.E. . William H. Mitzelfeld. P.E. February 19, 2001 T.c. Properties, LLC 12846 Grape Street Thornton, Colorado 80241 Attn: Mr. Cy Butte Project: 99984 Dear Mr. Butte: On October 3, 2000, a representative of Scott, Cox and Associates, Inc. inspected the perimeter drainage system installation and the damp proofing for the new residence to be constructed on Lot 2 of the Kendall Street Minor Subdivision in Wheat Ridge, Colorado, The purpose of this inspection was to assure that the drain system had been constructed according to our recommendations and the project plans and specifications. Our inspections revealed that the drainage system consisted of four-inch perforated pipes, located at and below the footing elevation and outside the foundation wall and which were covered with washed gravel. The drain lines were channeled into interior sump pits (one in each of the duplex units), We observed that the damp proofing consisted of an asphaltic spray-on coating. This was observed to adequately cover the foundation wall. As a result of our inspections, it is our opinion that the perimeter drainage system and damp proofing were constructed in accordance with our recommendations and the project plans and specifications, as noted above, Thank you for consulting with us on this phase of the project. If you have any questions about our inspections or this report, please do not hesitate to contact us, ~"IIIII/I/NM #' 00 1'11:"., ~ #. '~""" i$t~ .~" '. :f! ...... ~ ~ . .o~ :=-0 ':::: Cj :w, 1830 -: liE ~'<l "I" : l?::jS ~.,.'" ""~!i!!i ~~. ~.~ ~ I~l~# ~/hlhn",m\"\\\""'\l Sincerely, SCOTT, COX AND ASSOCIATES, INC. By 1530 55th Street. 8oulder, Colorado 80303 . (3031444-3051 . Fax: (3031444-3387 Serving Colorado with offices in . Boulder. Longmont. Loveland JCSCOTT, COX & ASSOCIATES, INC. consulting engineers. surveyors M. Edward Classgow, IV, RE. . William H. Mitzelfeld, RE. February 19, 2001 Attn: Mr. Cy Butte iPS V 7j.-~\~ J\ ~ Project: 99984 TC. Properties, LLC 12846 Grape Street Thornton, Colorado 80241 Dear Mr, Butte: On September 11 and 12, 2000, a representative of Scott, Cox & Associates, Inc. inspected the excavation for the new residence to be constructed on Lot 1 of the Kendall Street Minor Subdivision in Wheat Ridge, Colorado, At the time of the final inspection the excavation had been completed, All excavation levels revealed silty and slightly clayey sand and had been overexcavated to allow the placement of 2 feet of crushed rock. This is consistent with the general soils conditions described in the original soils report. Therefore, it is our opinion that the residence to be constructed on this site can be supported by a spread footing foundation system, using the recommendations contained in the original soils report. All other recommendations provided in the original report that are applicable should be adhered to, Thank you for consulting with us on this phase of the project, If there are any questions concerning the inspections or this letter, please feel free to call us, Sincerely, .JIifI.\Yo',"""11l "'-;:...'i)O liE ~ ~~.." ~ ~ . SiI $!fi _~ .:::z Q. \.I~ ~ ~ J830 ~ i1 ~ ..' ,. iff ~~o~ rli 'N./I~ ~"~ ~..t/.~~ ~ ~lSIONA\. fi;.Vl ~~ 'I/'"I,",nlfl1w.\~~~ SCOTT, COX AND ASSOCIATES, INC. By fiJ.. 1 S30 SSth Street . Boulder, Colorado 80303 . (3031 444-3051 . Fax: (3031 444-3387 JCSCOTT~CE~w~r:G~~:o~~~~~.E.S~~~a~' H. consulting engineers. surveyors Mitzelfeld, P.E. February 19, 2001 T,C. Properties, LLC 12846 Grape Street Thornton, Colorado 80241 Attn: Mr, Cy Butte Project: 99984 Dear Mr. Butte: On September 18, 2000, a representative of Scott, Cox and Associates, Inc. made an inspection at the new residence to be constructed on Lot 1 of the Kendall Street Minor Subdivision in Wheat Ridge, Colorado. The purpose for this inspection was to confirm that the footing elements were sized as per the foundation plans. As a result of our inspection, it is our opinion that the footings were placed in substantial conformance with the project plans and specifications, Thank you for consulting with us on this phase of the project. If you have any questions concerning our inspection or this report, please do not hesitate to contact us, Sincerely, SCOTT, COX AND ASSOCIATES, INC. By ~ 1 S30 55th Street. Boulder, Colorado 80303 . (303) 444-3051 . Fax: (3031444-3387 Serving Colorado with offices in. Boulder. Longmont. Loveland JCSCOTT, COX & ASSOCIATES, INC. consulting engineers. surveyors M. Edward Glassgow, IV, P.E. . William H. Mitzelfeld, P.E. February 19, 2001 T,C. Properties, LLC 12846 Grape Street Thornton, Colorado 80241 Attn: Mr. Cy Butte Project: 99984 Dear Mr, Butte: On September 21, 2000, a representative of Scott, Cox and Associates, Inc, made an inspection at the new residence to be constructed on Lot 1 of the Kendall Street Minor Subdivision in Wheat Ridge, Colorado. The purpose of the inspection was to examine the steel reinforcement within the foundation wall forms in order to determine if it was constructed according to the specifications on the foundation plans. As a result of the inspection, it is our opmlOn that the foundation wall reinforcement was placed in substantial conformance with the specifications on the foundation plans, Thank you for consulting with us on this phase of the project. If you have any questions concerning our inspection or this report, please do not hesitate to contact us. Sincerely, SCOTT, COX AND ASSOCIATES, INC. By 1530 55th Street. Boulder, Colorado B0303 . (303) 444-3051 . Fax: (303) 444-3387 Serving Colorado with offices in. Boulder. Longmont. Loveland JCSCOTT, COX & ASSOCIATES, INC. consulting engineers. surveyors M. Edward Glassgow, IV, P.E.. William H. Mitzelfeld, P.E. February 19, 2001 T.c. Properties, LLC 12846 Grape Street Thornton, Colorado 80241 Attn: Mr. Cy Butte Project: 99984 Dear Mr. Butte: On October 3, 2000, a representative of Scott, Cox and Associates, Inc, inspected the perimeter drainage system installation and the damp proofing for the new residence to be constructed on Lot 1 of the Kendall Street Minor Subdivision in Wheat Ridge, Colorado, The purpose of this inspection was to assure that the drain system had been constructed according to our recommendations and the project plans and specifications, Our inspections revealed that the drainage system consisted of four-inch perforated pipes, located at and below the footing elevation and outside the foundation wall and which were covered with washed gravel. The drain lines were channeled into interior sump pits (one in each of the duplex units). We observed that the damp proofing consisted of an asphaltic spray-on coating. This was observed to adequately cover the foundation wall. As a result of our inspections, it is our opinion that the perimeter drainage system and damp proofing were constructed in accordance with our recommendations and the project plans and specifications, as noted above, Thank you for consulting with us on this phase of the project. If you have any questions about our inspections or this report, please do not hesitate to contact us, ~\\\\\I\I"lIl1l1Jllllllt ~ \)0 REG, ~~ I O~.l1.GL.1...~~ ~ I~'" .,~,?, .\' ....~ ~, - 3'-' . . : =: ~-q~ :,9:~ ie~. *:v;:::.. 'i'l.'~~' ~!<;~ '" .' ~ ~ ojf,;~~' ~ ~# ~ rtll/ffl/rrmlw<\\\I\\'S Sincerely, SCOTT, COX AND ASSOCIATES, INC. By M~~PE 1S30 55th Street. Boulder, Colorado 80303 . (303) 444-3051 . Fax: (303) 444-3387 Serving Colorado with offices in. Boulder. Longmont. Loveland BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job located at ) C, {, I - (; ') t" ellv~ 1/ ~/ , I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: <' I ) i .J '// _ I :;, eLL! 1/4,( - (7// c;rs O"j 11-1)j7"1 5" ~ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date /10/01 FORM WR6-22 DO NOT REMOVE THIS TAG ~-r;. Inspector for Building Dept. BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at 2(,4;;1 - 2k;r.v5 ~J--el 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: & No +O-.lr C7fI I/Vlok/!~QU"'d. ~ Cf' r- t7r {.AJO--J-c.r- You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date DO NOT REMOVE FORM WR6-22 APPLlCA nON FOR MINOR DUMPING/LANDFILL PERMIT -'-~' ,"H[~~1>/ ~ \ ~ U ~ COL.OR;"'CP APPLICANTS NAME: ---[ /- " () I ' r0/}/JrhY,," tit' /' ' APPLICANT'S ADDRESS: qy'(,~ /rn:.(:?~ ~ 7t/,."~,, c/ S77j"1 I (Include City, State, Zip) ADDRESS OF FILL: 1-111- I t Lor ,:) (J r /1vt ({c't<lk, II 2:t' /''7 r,'r DATE OF APPLICATION: '7 - 1- t1 t7 All permits shall be applied for through the Public Works Department, An approved permit is effective for a period of one (1) year from date of issue and may be renewed, All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances, Note: All public improvements, when constructed, shall be maintained (by the respective indivldua/(s) and/or company responsible for the construction of that public and/or private improvement in the respective development) on a daily basis, or as needed, such that they are free of mud and other construction debris tracking from the site, Failure to comply with this requirement will result in the enforcement of Article II, Specified Nuisances, Section 15-21 (3) of the City of Wheat Ridge Code of Laws, MINOR EXCAVATION AND Fill PERMITS 1, 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainage way. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No, 2, 2, 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer, All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the following information before the permit will be issued. A location and dimensions of all property boundaries and structures on the site. B location and extent of areas to be filled and/or excavated, C, location of existing and proposed drainageways, irrigation ditches, etc" and indication of how and where historic run-off will be maintained on and through the site. D, Cross section area to be filled andlor excavated indicating original slope, new slope and depth of fill. E, Statement which indicates the proposed use or purpose for said fill or excavation, F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc., Files on Enginent\Form\FiIl Permit.wpd Rev. 03/00 3. 501-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information, The following information shall be submitted with the required application form: A, A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1 :20) which illustrates the following: 1, Location an dimensions of all property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated, 3. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required), 4, Location of existing and proposed points of ingress, 5, Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete, 6, Erosion control plan, 7, Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations, 8, At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation, 9, A drainage report may be required if site runoff characteristics are changed. 10. Relative elevations of adjacent properties and structures, 11. Statement of purpose of intended fill and/or excavation, 4, Performance Standards: The following provisions shall apply to all Minor Excavation and Fill Permits: A. Rehabilitation: Within thirty(30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer, B, Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer, "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 20- 21." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge, Files on Enginent\Form\Fill Permit.wpd 2 Re.... 03/00 C, Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1), 5, ~~Jit Fees* G"GUbiC yards or less 51 to 100 cubic yards 101to 1000 cubic yards for the first 100 cy plus for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 1000 cy or fraction thereof 10,000 cubic yards or over *Wheat Ridge Code of Laws Section 5-76, $10,00 --;:.. $15,00 $15"00 $5,00 $60,00 $4.45 $100,00 TOTAL $ if 0g(" U- qqOO ~ iD 'bl-z.. ~/o All permits shall be applied for prior to fill deposition or excavation operations begin, Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Appendix A, Section 24,S, Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-201, FLOOD PLAIN ZONING ORDINANCE, I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED, I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDING THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PE ANE TL Y ON THE JOB SITE, APPLICANT: ~\ Applicant's Signature Owner's Signature (if different than above) / / , - I. / I / 04 Approval bate Files on Enginent\Form\Fill Permit.wpd Rev, 03/00 3 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 11056 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 8/22/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ( Property Owner: Property Address: 2661 KENDALL ST (1/2 OF DUPLEX) Contractor License No. : 20732 Company: T.C, PROPERTIES, LLC OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this perm~ 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 1 have read and 8Q,ree to abide by all conditions printed on this application, and that I assume full responslbil' for compliance w~h the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat idge ordInances, for work under this perm~. (OWNER)(CONTRACTOR) SIGNED DATE 1 /"(/,&7 Description: NEW CONSTRUCTION (DUPLEX) BUILDING DEPARTMENT USE ONLY OK Phone: 255-3517 Phone : 255-3517 Construction Value: Permit Fee : Plan Review Fee: Use Tax: $93,261.00 $951.75 $481.36 $1,398.92 $2,832,02 Total: Use: SIC: Sq. Ft.: SEE ATTACHED P.W. REVIEW SHEET FOR COMMENTS Approval: MG Occupancy: Walls: Roof: Stories : Electrical License No : /61-7 S Company: Plumbing License No: 2D 95!:J Company: Expiration Date : Approval: Expiration Date: Approval : Residential Units : Mechanical License No : 20588 Company: ADVANTAGE HEATING & COOLING Expiration Date: 2/23/2001 Approval: OKlKS This permit was issued in accordance with the provisions set forth In yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Bulldinj;! Code of Wheat Rid~e. ColOrado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed Is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 day's. If this permit expires, a new permIt may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made In the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causin~ a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all Inspections and shall receive written approval on inspection card before proceediing with successive phases of the lob. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of 'Iding cocIe any other ordinance, law. rule or regulation. (1) (2) (3) (4) (5) (6) ef Buildin For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION , DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 11056 , BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 8/22/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 f Property Owner: Property Address: 2661 KENDALL ST (1/2 OF DUPLEX) Contractor License No, : 20732 Company: T.C. PROPERTIES. LLC OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate: that I have read and 89ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B,C.) and all other applicable Wheat Ridge ordinances, for work under this penni!. (OWNER)(CONTRACTOR) SIGNED DATE Description: NEW CONSTRUCTION (DUPLEX) BUILDING DEPARTMENT USE ONLY OK Approval: DM Phone: 255-3517 Phone: 255-3517 Construction Value: Permit Fee: Plan Review Fee: Use Tax: $93,261.00 $951.75 $481.36 $1.398,92 $2,832.02 Total: Use: SIC: Sq. Ft. : SEE ATTACHED P.W, REVIEW SHEET FOR COMMENTS Approval: MG Occupancy: Wails: Roof: Stories: Electrical License No : 20735 Company : STAHL ELECTRIC CONPANY, INC. Expiration Date: 7/20/2001 Approval: OKlKS Plumbing License No : 20753 Company :Avalanche Plumbing & Heating, Inc, Expiration Date : 8/3/2001 Approval: OKlKS Residential Units: Mechanical License No : 20588 Company: ADVANTAGE HEATING & COOLING Expiration Date: 2/23/2001 Approval: OKlKS This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the state of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 day's, If this permit expires, a new permit may be acquired for a fee of one-half the amount nonnally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid fOr a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in,advance for all inspections and shall receive written approval on inspection card before proceedilng with successive phases ot the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions buil ing es or any other ordinance, law, rule or regulation. (1) (2) (3) ~~l (6) g Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEV=:LOPMHIT Building Permit Number, BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-23!i-2855) "'0 tSL_ Property OWner: Tl't', PR?fJer-l--,-eSJ Li--L a(.,fo - r I Property Address: iN 6 S- I \ ""fCf?11 S'I-. Contractor License No,: if () 7 S' ;;; Company: T:.c, P/??;rrf.-, '('"S / l L<::. .__ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGRE.EMEI~T Date: - Phone /? () s) (J5?;'- :? 57 ;) I hereby cortify that the selbad< dlstancos proposed by this pormn appl cation are a"""ate, and do not violate applicable ordlnanall, rulel or reguiationl of the Ci~' of Wheat Rid~e or CQver,ants, elsementa or restrictions df rec:ord; that all measurements :ihcwn, and allegatiuns made Ire locurate; thltl hive read Ind Igree to Iblde by all condition I printed on thlll application, Ind thlt I elsume full responsibility for compliance with the Wheat Ridgt! Building Code (U,B,C,) Ind III other applicable Wh8lt Ridge ordinances, for wo 1< under this "ermn (OW~IER)(CONTRACT~R) SIGNED--#-- DATE_,___ Duscrlpllon: Nt!'i.J' to,..S I( Dt<(Jley ) Phone: (!os) a5.r- s S-I ) Construction Value: I g(, 5'2.2, ~ Permit Fee: I'/SO, 95 2PpJ' --. '1{,2, " Use Tax: 27"f7.83 Total: Use: Ele(:trical License No : Plu '"g LicenSE' No : Company: Mechanical License No: 070 : AJvz:;~-I47"" e A RECEIVED JUL 2 i) 2aaa BUILDING OEPt..RTMENl LISE ONLY Ii .111IC['I"..'1,,11I'111" Approval : ~ Zoning: F\- d.. I !W,.!I,r,. :'I:olq 1I111l'.....~ C9CL rfi(J Approval: a~~l'(.1.G,- -?U- A-.rA<J/~b P.)J, e""'f$oJ~ifeL:r Approval: r-;.e U.,,~""v7S Jccupancy : Walls: Roof: / Stori,~s : \~ R 'al Units: "'" Expiration Dale: ApJ:roval : Expiration Date : Approval : Expiration Date: d -;Ys-O ( Approval: - .- (1) This permit Wllllsued in aCCOfdanc::e w1ti'1 the proviaions Ht forth In yor;li,lt lll~p1lc:atlon Ind illubje(:t to the Jaws of the State of COlOrado and to tne Zoning RogulaUons on~ BuHdlng Code of 'M100t Rldoe, Colonodo '" any oCher alPi_ ordI"''\C1S 0' tI1e City, ' (2: This permit shalltxplre If (A) the work authorfl,ed II nol commern::ed wit~ln sixty (80) d8'11 rrom Iuue date or (8) the building authorized is SYspended or abandoned rot a parlod of 120 dlyl, (3] If thla permit expll'll. . new permft may be aCQuired for a fee of one-half the: amount norrl'lnlly mquired, provided no ctlanges have been 01" wiU be made In the orlglnl' pili'll and I~dons and any suspension or abandonment t1li1 not eXCHd.d Oint (1) year. If CNII"Qet are made or if auspenaion or abandonment exceeds CIne (1) ye.r, full fMllhatl be PakJ for III new permit. (4' No work ot any manner.haI1 adene ltiatwll change lhenatlJrall\owofwater caualna.l C1raimQ8 problBm. . (5) Contractor shill notify the Building lnaoector twfInty:.tour (24) hours In adO/anee for ellliut:)Elctforll and shall receive written approval on InsDeCtton card before P.l'CCHdllng wflh succeulve pne.. of Ihe iob. (OJ Th. iUulnce of. permit or the IpprDYIl ofdrawlnga end speciflcatlonsl:,ell not be con!.truld 10 be a permit for, nor an approval of, any vtotatlon of the provision.Iaf It\t bUilding ar theron::llnance.law. rule or regulation. Chief ~ 'DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 11103 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 8/31/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 2665 KENDALL ST (1/2 OF ... \ DUPLEX) t..P Contractor License No. : 20732 Company: T,C. PROPERTIES, LLC OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a9ree 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 ~idge ordinances, for work under this pennit. (OWNER)(CONTRACTOR) SIGNED f.... DATE '71 tJl Description: NEW CONSTRUCTION (DUPLEX) BUILDING DEPARTMENT USE ONLY OK Phone: 255-3517 Phone: 255-3517 Construction Value; Permit Fee; Plan Review Fee; Use Tax: $93,261.00 $951.75 $481.36 $1,398.92 $2,832.02 Total: Use: SIC: Sq, Ft.: SEE ATTACHED P,W. REVIEW SHEET FOR COMMENTS Approval: MJG Occupancy: Roof: Stories : Walls: Electrical License No :Zo1'b ~ Company: Plumbing License No: )-01-:53 Company: Expiration Date: Approval : Expiration Date: Approval; Residential Units: Mechanical License No ; 20588 Company; ADVANTAGE HEATING & COOLING Expiration Date: 2/23/2001 Approval: OKlKS (1) This permit was issued in accordance with the provisions set forth in yopur application and is subjeet to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rid~e. Colorado or any other applicable ordinances of the City, (2) This permit shall expire if (A) the work authOrized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid fora new permit. (4) No work of any manner shall be done that wilt change the natural flow of water causing a drainage problem, (5) Contractor shall noti the Building lnsreetor twenty-four (24) hours in advance for aU inspections and shall receive written approval on Inspection card before 1}ro 'ing w'th s ssive phases 0 thel'Ob, (6) Th ss a rmit or tha approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violalion of the provisions s, IIdi rin.nce,law, ruls or,sgul.lion, Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234.5933 24 HOURS PRIOR TO INSPECTION , DEPARTMENT OF PLANNING AND DEVELOPMENT ~ BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: 11103 Date: 8/31/2000 Property Owner: Property Address: 2665 KENDALL ST (1/2 OF DUPLEX) Contractor License No. : 20732 Company: T.C, PROPERTIES, LLC OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pannit 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 89ree to abide by all conditions printed on this application, and that I assume full responSIbility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description: NEW CONSTRUCTION (DUPLEX) BUILDING DEPARTMENT USE ONLY Approval: TRC Zoning: R-2 OK Approval: OM Phone: 255-3517 Phone: 255-3517 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Total: $93,261.00 $951.75 $481.36 $1,398.92 $2,832.02 Use: SIC: Sq, Ft.: SEE ATTACHED P.W. REVIEW SHEET FOR COMMENTS Approval: MJG Occupancy: Roof: Stories: Walls: Electrical License No : 20735 Company :STAHL ELECTRIC CONPANY, INC. Expiration Date: 7/20/2001 Approval: OKlKS Plumbing License No : 20753 Company :Avalanche Plumbing & Heating, Inc. Expiration Date: 8/3/2001 Approval: OKlKS Residential Units: Mechanical License No : 20588 Company: ADVANTAGE HEATING & COOLING Expiration Date: 2/23/2001 Approval: OKlKS (1) This permit was issued In accordance with the provisions set forth in yapur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildln9. Code of lNheat Ridpe, Colorado or any other applicable ordinances of the City, (2) This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days, (3) If this permit expires, a new permit may be acquired fOf a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. (45l No work of any manner shall be done that will change the natural flow of water causing a drainage problem. ( Contractor shall notify the Building Insfector twenty~four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases 0 thel'Ob, (6) ;;'~ance of a permo or Ihe approval 0 drawings and specifications shall no' be construed to be a pennil for, nor an approval of, any violation of 'he provisions .,_~ e/ ildin or any other ordinance, taw, rule or regulation, " " nspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION .l.~' ~H[4,. 1'/ "- 0 - Cl U '" C'OLORf>.IlO Code Correc.tion List August 4, 2000 ~ ~~ Owner: T.C. Properties Builder: T.C. Properties Address: 2661-2665 Kendall Street Description: New Duplex tf C;rt" j,!"t'fc"r The soils report reflects ground water concerns on the site and recommends the bottom of the excavation be 4 feet minimum above the ground water table, How are the soils report recommendations to be met with a basement excavation, If you choose to ignore the soils report recommendations, please provide a letter signed and stamped by the engineer of record and the owner of the property stating they will take full responsibility for any damage by not following the soils report recommendations. ~iQ/ Show egress window well sizes and ladders. 3, label garage wall and door to meet one-hour separation requirements, 4. Provide a GFCI outlet in basement. 5. label garage outlets as GFCI protected, 6, Provide kitchen GFCI outlets per 1996 NEC requirements, 7. The master bedroom window does not meet natural light and ventilation requirements, 8, label furnace and water heater sizes and combustion air sizes. Please make these additions or corrections to the submittal and resubmit for review. if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, 6? Darin Mor a Codes A nistrator PERMliiRACKING FORM ADDRESS ;:{(Cl&:,\ - J.to\oS $t\\c1(\~ ~)-to . DATE SUBMITTED (-;::\(')- OD PERMIT NUMBER \ \ ~c;., lo TYPE OF PERMIT CONTRACTOR5, c.. pj:l,Ott~ 'E S \ \ \ () ;, OWNER :='0 II\. lJ TYPE OF REQUEST ~\.... \' \ \J.1 '1I!1L II lLJlllll~IIl..f p,. drl. . C'"1(") P:c'S PHONE PHONE REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLICATION 7 YES CONDITIONS OF APPROVAL NO N/A ~ BUILDING DEPARTMENT DATE IN "1 -o,l-~ DATE OUT p,-;:):rl -(")/") ~fT\ ~ ENGINEERING DEPARTMENT C\ -\ -0 Cl f\,( ~ ~ PLANNING DEPARTMENT """'0 TP.f\ $ \ S l- ilt! -00 'l-dlo-OO LC. \'\\\~ o FIRE DEPARTMENT ~ CITY ARBORIST 9't POLICE DEPARTMENT 1 '1 i-'f!~ ,t~,;' " I SEWER DISTRICT WATER DISTRICT C/o's { 4 ,aLl -OL /\ PLAN = 2 STORY DUPLEX l- V z UJ 0> ::0 V UJ 0 ~ ~ }".l ~ ::; ~ >= 0 :J ~ '0 0 b 0 z ----------1 1 30,00' --, - ~ DRIVE I N I V I- 0> 20.00' - - - -l-ti- V I~ ~ I~ ~ I~ 111 I::; 0 20,00' f- - - - ~- ~ I:J 0 -0 0 GARAGE q OR.-E 1.0 0 N _ 0 N I (fl f----I-- ;., I I "! 1 N L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _N _ _ _ ...J 5' UTllIlY EASEMENT 1__________~~89059~L~~~~----1 I ~ I I 58.75'1 -I-- I I 8 1 OR.-E I 1 ~ I SITE PLAN ADDRESS: /h...d' S89059'42"E 165.25' 5' UTllIlY EASEMENT . 1-------------8 <Xi - 10' X 10' PAno (lYP,) 'r- _ LOT 1 L I 1,_ o o . ~ 82.25' I I 92,25' LOT 2 e SCALE 1" T.C. PROPERTIES 12846 CRAPE STREET THORNTON. CO 80241 (30J) 255-3517 (303) 255-JSl7 r,.:x 30' LOT 1, KENDALL STREET MINOR SUBDIVISION 2661 CJ6 fs l'Z ",,!!;i "l~ 'CI~ 43.00'1 I I GARAGE 1< o N ~ z w ,-" ~ I ~~ 1 43.00'1 KENDALL /(G'fr1c1c< II STREET s tr,.,,, f I-- W W 0::: I-- ' (f)~ o --.J~ --.J. <(0 OV Z W ~ 6 ACClRAlE ~I'IJOO CXlIIlaA.TNOS."::' 1 008 DEPOT HILL ROAD BROOMFIELD. CO 80020 ('OJ)4.9-2202 'AX (JOJ)4.9-908~ (-MAlL: ENCISURVODENVER.NET JOB No. lTCPQ10J.Ol BZ 7/17/00 REVlS(O 1/19/00 - PLAN = 2 STORY DUPLEX . ':., " ,5' UTILITY EASEMENT' . _ ' 'J '<; 'c', i,,"-"'C:' "',S. _"" "~\:.."" r~, '.~T -"'do:<', -:- -::-:-~, - ~ -'-'~ 00 -~""""""'::-::'~~,': "";'~'~'.~""""", '\~"1""'" '<!}.'.,,!,,\ ' \ "",', i' ':","'\~ '},.. , , .. "\', "," , _ ~ ,:r "~;'lfi,''''''\(,,:s~''',~\\':' ' l, : _ ;~'<f.:." '~~e.QO~L~ , '.\',,';:' .~~f':'," "';'.,:~ ',; :',' 'I \~. ~ ;:- ' :"'~~ '~W~-'~: , _' i~,,' ~ ,-, ;~ .~ 4.3.00' -, I "'J, ",'~~r\. '.~ .'(~: ~ I .0 ....Z I' "",,' . ~. ~ GARAGE:\ ORIVE II '.^ -'0: X 10' '- ~ I N V ~t '\" \,/ ", PAno (lYp,) 'r- ~ ~ 20.00'....,..,j"z ~ f- '!J I!,;~"" ' " "'\ W~II< ;'~" ','::;; 0 w W r.... <,',""". "-'.w ..--- W > c.,~, ' " (\. ' T' 1 f -0 " ..s " " ' ",', <.n }'-'S I'(t'\j:;'l ',' ~,. ' LO X\ ,-- ~ ~ ~~ 'i?,..S...~"':i9 ...:, ~ e::, ,,~,~ 'I'"", "I'. , l'II a.: 0' .,."",....,;.,H -c, .,,' U1 .--- ~ o '~::\I .~<~".(\.',':;;~...82.25 . I- )1J.7M' ~:{> ....,;>- - 0 (f) ci o "a 1-.,'. ~,r\,.,~ 1-.. ~ 20.00' I::J. -1 a::: ~r~\: ""'\;~\ :). \, ~ GARAGE ~ ORIVE: 0. gi ~~ -,,; ~ '; 92,25' noo' __.::::..._'_..... \ Z ~','....,":,~'" !,'. .-..-.- ?'"/"'''' r~ \W ! ; I .,'t. ~. '. I,. "I' l,,~ , "I")", ,'~ ' .,~, ,~ 'y: .- L:~~;<"~ --0 -:~i _ ~..~~--., _. ~ ~ ~ ~._~_:~,~~ ~~. .>~,..'-~, ~ 5' UTILITY EASEMENT ' r - - - - - - - - - - '$ 289'59...1Z-W_1.E5-,-2~ - - --I I ~ I I 5a.75' - -I- I . _ I 8 DRIVE I I 1_31ll1.3Ca, !"g Requirements I ~ I P\:,r.se \~l:' t~ 3cction 26-32. T,,' ,tC'Ei3'.zC"d~ ('I Laws I,~,-::,_;;Z<'\ol ~ Z\.<..S ~"d..ll, Z',,;,"~-,._ ~2. I SL',::~t"f '::.:: -I R~:i~::;':), 2.. l'iOposcd?- f hiditir.::n! trCOJ or shrubs: /1," i ",./'[ e;c.,. t. 5 RCqWf..j P Proposcd,f ,,,,' , Po.rentage cfLandscaped Area s,\-, ~z "f,(' t<' {o? A:1J;:'~n"1 comments d ~ I [; /, /J-I"r Date~... ~~...... 6 ACClRATE CCIl"'I'IOff2000 CXlIl$UltNfn,1IIC. 1008 DEPOT HILL ROAD 8ROOMF'tELO. co 60020 (303)469-2202 fAX (303)469-90a5 E-MAIL: ENCISURVODENVER.NET '<t 0'> '<t o Iltp Y. ItffJY. o SCALE 1" T,C. PROPERTIES 12846 CRAPE STREET THORNTON, CO a0241 (03003) 255-35' 7 (303) 255-03517 r,.;x SITE PLAN ADDRESS: /lnd, 2661 KENDALL 266 -S K't? t/1.ov i L- STREET s fr1" <' I S89'59'42"E 165,25' I ,. 7b% ~,,% (cJ:0 ~,,-/c--I, Reviewed By 1",;4 30' LOT 1, KENDALL STREET MINOR SUBDIVISION JOe No. 1TCPOIOo3.OI 8Z 7/17/00 REVlSED 7/19/00 PLAN = 2 STORY DUPLEX >- '" z UJ en ::l; Ri UJ V1 1-.' ~ ~ (', ~ }U I:: - ::; ~ >= 0 => ~ 0 0 b 0 z 8 SCALE 1" T.C. PROPERTIES 12846 CRAPE STREET THORNTON, CO 80241 (JOJj255-J517 (0303 255-3517 f~ SITE PLAN ADDRESS: /h-.J 2661 KENDALL J 16 5- /Ct"n cJ c- / / STREET 5 J--,y- t" f S89'59'42"E 165,25' 5' UTllIlY EASEMENT . ,-------------8 <Xi ----------, I 30,00' f- -,- DRM I I '" >- en 20.00' - - - -J -3- '" I~ ~ I~ ~ II:: LO 1-0 20.00' - - - - -i- :.- I=> 0 b . "-'RACE q DRIVE I 0 0 N _ 0 N I Ul ----1-- ;., I 1 "! I L____________________3___~ 5' UTllIIY EASEMENT ,_ _ _ _ _ _ _ _ _ _ ~ ,289'59j:2_W .;~~~2~ _ _ ~\'.t..1 I ~ 1 1 58.75'1 - -1-- J. - Ic.,."t~lld3rd. ~ DRIVE I I i..~i~:c _" .. ~0:b:,~t~~:n26-~ I LOT 2 iil;cal ,:;"c,J LCC,'C <j~a',:'s 1.'-1/<=3 :z.I,'-I',l ~~_~ 6..$ Zen'";" e..'2- ,._. __ ~j ~'f',~,.j r::,.,'".....,....,._~. , J rc"'ll~.j..... ~....i~._ ". _ 2 ' fronl ~...c',r_.111 --"..- ----'- - , S'C' ~~'!.' :;Uo If! I \ hc:g';;-;2.~~~_ Lot Co,erage z.1SJ,; (:: l~ l.i: ) Addl~i[;!1cl :,ommentJ 82.25' 10' X 10' ~~ PATIO (TYP.)'r~ ''O~ '.> ~w '- ""~ - LOT 1 L -g I :; I 4J.00' I I b GARAGE ~ I N \< o N 92.25' ~ z ,!;j '$w I ~~ 1 4J,oo'I I I ;~> Reviewed b~ Dty.J'W - ACO.RAlE ~_CDISUlT#IIIff'I,1IC. 30' LOT 1, KENDALL STREET MINOR SUBDIVISION , 008 DEPOT HILL ROAD BROOMFIELD, CO 80020 (JOJ)469-2202 FAX (JOJ)469-9085 E-UAlL: ENCISURVODENVER.NET f-- W w D::: f--" tfl~ o ~o: ~. <{a 0'" Z w ~ JOB No, HCP010J,Ol BZ 7/17/00 REVISED 7/19/00 " WORKSHEE'r FOlll ~IIANUAL J LOAD CALCULATlONI 'OR ..SIDIINTIAL All CONDmONINO F...: ~:;.. ~~ !~2.Q ~:,- .s: 'L-e-f ' - City IIld State or Prorill.... ,- Br: CoatrsetDr /~ V .I~,(..J r-A-",\ c-:- Addr- _.~ "" ;<;J-{ ,-p l!fII:.T' Cltr JU J+ r,;;;;=.?f&-T 12__1 I)?l ~ .. , Wiater Dulp 01 Oue.ld.. -/~ J' Inald.. 7= ---F . , (luert ala belo. ...., &f1er all leat '- " Total Heat I.- (Btuh) 4(7, '7 IG (I:'rom line , Seri&l No. Rl.ttq Data: lIlput ,.}C;... If" tI S. L . Rt-1lI DlIl2'iptloa of Cotltro" , S......er Deal(1l 0" OUt.li.... q.J 5- Outaide Wet BuI~i ,Narth lAdtud.. ~q r~ f-- (Iuert ala below....,. after all .. eat rala .." TCltaI Heat Gaia (Stub) ::5-/,' ~''7 (Frcm Ur"~ . Ecllliptllellt Capacity MultipUer Seriil No R1ltiq Data: C.-II'II,Capacity --'" '""> "t77^J. ---Atll D..enptioll of Control. WIll.. ('....cne:MtI Ole. (8ft TaW. t) WlIlI. aDd Partlti(IIUI r:::?-~' I I ! , - - WilldOW'lIlld D0or- n ~ ..r Ia L ~ ~.L.7' I #!oJ ""- ~ili,..,. D_ -::>'0 I n..... I ~ = '6-4 0 ~___ t:::::r-P ,(/ P (...a>-__ ;L/-T7-=; '/~L~_ ,,~l~ A- I -.:> (7, Iou perature Dift'erent... Sf"'"'> ~ atle.. bye bee. eo.,'e"') 16) Model No 1u1aetured by OutpQt .t Bonnft ..r-/. .::>-vI' / E'L. R tu!I - tlo.. --F In.oid~ ?~ Ii' Dail,.Raar J-I - ,do.. bYe ..... eo"""') . 21 or 22, if ~) .Model No. luflCtllnd by Air Vol- Cflll - :9..... <'.- I _.... Dua (8M TaW. 14) :tioo HeM* F /, 1""'- "-r- lor.; &:!!I n.-. . '. eel Partitio... W'- - a.. , o ".!d :Q. =~ ---1 .d1~ 1'em a1lclll No. Mal = cd! :'!1.. l"alI No Mu h Dn "'iDe: l\'aI1 ~ . JOt ~OOI - VI4-~ I "_..... . I Cc:;:. ':;-;>"'n7 -, ~ -~ -a.,.. '-' .,,~... "- 01_..""" '" .. Rio 'I DIrMtII.. R.... ,"_ 0' IllPOSVlI I 0... 111,- ...... c Portillo.. e.-. NI. ST" . _laid... a" GI... Deon(H'11 f; 1 W...... , 111,- ~ Wallo aM .... ..' ,il.lil4... CoDIap lu' T...a 9.... a- . 0.... ...... a- t T...a ...... :r.- '....... Iff ..4 ""IIu_ I tOO , ........ '11.' Gal. (S...."...., I 0.0........ ~ _., u... II ... .1 IClcI TttllI'I.. "ala CUM II. 1,1, ." I ."" /.. .u. Quaall\l.. ~.,:,' -27-0~O _ qa.:.9C?~..~_C?~..~.+7....n~"~_ ;S",u.l.':.~c ~"'N.L 11-4 I I. UN 303 773 3297 UI t:I::.?:.:5424:;l2Se P.02 ".82 CITY OF WBEA T r.: :DGE CERTIFICATE OF WATER AND SI;WER SI:RVlCE A VAlJ.ABu.n1f NOle to Applicant: A building permit will not be issued' .;thout this Certificate signed by lI\e District or Aiency supplying services. Ihli.<;ettificuc unites one "cae from dale ofAollrovaJ bv iuthorizill2 ..Rent ~b\- ~~~S i€~~~LL ~\ Job Address . LOT ~ :K~MC\.\\ ct\\~R ~; uP- L~.~criplion ~L~'t Use of Building , ~. (', ~~~R\l~:::' Own.er Address I. ,0,\ -OIL- Date - Telepbo1le SJ:WEJlj 1.'_ N"""'o(DISCriCl:~E:AT R\~~...)~/11 .f4TJ"l1tOtul ScplieP......tN~.. )( StIA'Cl' SeMce Available ' () S..... 5avj. ,lJOI Available COIllIlle..U D' COnditio"" ,J ~/Y, <:c <;.,. /.c /) ':/ i'~ ~ 7/ZG. /O'U , Dalc 1,11:01_ COIIlllY w.lU\ DepaNllenl (Ii SEPTIC) Alllboriz.cd :'l &nalllra oato WATER Name orOillrict: _ ?::JY*,l '\.. 'f\\ t~ c"IOlllclo Well Permi1 No. ( I Waler SeMce Availlble () \Vater Serv "" Not A..i1.ble CORlJl\enU Or c"nditions: I II""")' col1ily d>al aVliI..,ill.,. or ..~..i.-N 'JlcIi..tad a_I, .. - Silo'lure or Aulhon20d ASlm leir_ CO\lJ\Il' Heallh OcpalllllW (VI WELL) _.. Date AllIhorized ~ ""0111'" D316 . Ju1-2t-OO 11:22A DEVREVFAX 303 235 2s57 P.02 CITY OF WHEAT JU DGE CERTIFICATE OF WATER AND SEWER SERVICE A V AILABILITY Note to Applicant: A buildiDg permit will Dot be issued , lithout this Certificate signed by the . Distriet or Agency supplying services. This Certificate ex ,ires one vear from date of aDorovsl by IIl1thorizina: aRent. ~\ - ~InS -\Z€.~\:'}?tLL. ST Job Address . LOTJ- ~~rd.o.\\ {\\\~R ~ll.fl. L~D~ption ~L~'/.. Use ofBuildiA8_ . _T. C. \:'I<()~~~s, Owner Address l-~\-O~ Date Telephone SEWER N_ofDl.strict: W~E:AT R\~..,.'t IftdividualScpcil:PmaltNo, ( ) SeMr Service Available . () Sewer Setvl ~ Not Available CC)lD1IIaI/S or ClIIUIllicllls; IIIcrcby c:enifY that lMilabiti~ of..ma: is as Indicaled abo\'e. 5ipatun: of Authorized A&cnt Jefferson CCND~ Hcallh DcpuVIIClll (IF SEPTIC) Dale AulIloriac4 5 'pIllllll: Dale Nunc of Diltricc J:;,N;.'C 1 \. ~ E-~ WATER Colomdo Well Permit No. )( WalM Scmcc Avail.blD ( ) Wau:I Serv co NOt Available CoI!UllaDlll or ClIIUIltiOIll: I hcnIly catIf\I that ~ of.moo It..lndicataI ~~ 7h~J SI8JIINR of Aulhorizccl A&aU Q ~ ~ ,.t71'1" " ~ Dau: Jei!lPsoo. County Hcallh DcpannIelIt (tF WELL) AIIlhoriz.ed: ipatun: Dale t:OO/,OO'd an1# llU'il'.~:Jcr~ ,61L at:, t:ot: t:S'V1 OOO"g,'1nr T. C. Properties, LLC August 8, 2000 City of Wheat Ridge Planning Dept. RE: Building Permit applications for, 2651 Kendall St. 2655 Kendall St. 2661 Kendall St. 2665 Kendall St. To Whom It May Concern: T,C. Properties, LLC as the builder/owner of the above referenced addresses, has taken into consideration the soils report recommendations and will build the duplexes in accordance, Due to the bottom of our excavation being within 3 feet of the seasonal high groundwater table we will meet the additional drainage system recommendations (underslab drainage system) referred to in figure 5 designed specifically for this situation, Thank you, 4::- T,C. Properties, LLC Member, 12846 Grape Street - Thornton, CO 80241 - 303-255-3517 Office/Fax ( ( , \. M Vi !< ~' L 0\( 1"\ ,,- -- L ./ {..f( /' /' ,: / "" / / "" V V "" <-- ~ / / V "'" / / '" / , V 7 "- y I I ...,.t / 7....,t.j l/",?~,.. -i3 b~u v' tl\\,S / l:I~ "- " \'(,~'1 ">1\\ " / "- ~ / CoS " (""I~ . \ ~)' en ~ ~ c .:e (I) CD " m ~~ "0 13.Q c u '0 .r:::c m...o - c~- m a. 0. 0 om u c 0 ~ - 0 0 .r::: uO u c - cc.9:! 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U.Q ... -'- .80 iii: Ol- ~ 0._ .-.::: Q) E ",- o~ 0- iii a en cn Q) 0=(0 > 0150 E~ -0 _cc U) ._ u c -" 0 Q.,Q.Q 0 >- N~U .ou- ~ c UU,Q ~o ~Jj ....men-- - C Emu 0- - c ~ . .l!1" .l!1 0 Q) C C en Q) X ~ 0 _0 ~ 1l.c.:'1 o,~ O.r::: >,!::: ~ Ol:! z cOlQ)W:i <o::f~tn ~ " '" Ol 0 u- u u <0( OlEEou - 0 ~ ,!a IT 5 ,,- Ol ....E"U) 0 .- c u:c en -0 Uo 0- " iiz .r::: Q),- 0 - z (Juon~. L.L 0..:= .;=.~u 0- o.u _ z ;:;u ;:; ~ 0 0 ~ .. - , ij .. .. Q.0l ;::: ~ " <0( .a <0( ~ 00 ... '" U '30 N -.;;t ... \ 0 ~ E 0 III .A~ ;;; ~ ~ 0'" X <0( z -. l!! ~t: g '" iii > ~::E -.;;t l!! <0( ~ ~ ... en ... . ... ... Ou rU55 rU5S ype tv y 19825 13967 E03 JACK (optional) vance omponent ystems, a ayette, s ay I e n us les, nc, u' un age ~1-O-0 4-0.0 1-0-0 4-0.0 Scale = 1:14 6,00 Ii2 B ~ A 2x4 = <-0.0 <-0.0 LOADING (psf) TCLL 30.0 TCDL B.O BCLL 0.0 BCOL 7,0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 CSI TC 0.24 BC 0.12 WB 0.00 (Matrix) DEFL in (Ioc) Vert(LL) -0.01 B-D Vert(TLl 0.02 A-B Horz(TL) -0.00 C 1 st lC II Min Ildefl = 240 Ildefl >999 >577 nfa PLATES M20 GRIP 197/144 Weight: 11 Ib LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 REACTIONS (Ib/size) C=127/0-3-8. B=267/0-3-8, 0=2610-3-8 Max Horz 8=104(1000 case 5) Max UpliftC=.53(1oad case 3), 8=-60(1000 case 5) Max Grav 0'" 63(1000 case 2) FORCES fib) - First Load Case Only TOP CHORD A-8=33, B-C=46 BOT CHORD 8-0=0 NOTES 1) This truss has been designed for the wind loads generated by 85 mph winds at 22 ft above ground level. using 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist. they are exposed to wind, If porches exist. they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1,33 ... 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. (UBC section 1638.2) 4} This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-94, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 Ib uplift at joint C and 60 Ib uplift at joint B. 6) This truss has been designed with ANSlfTP11.1995 criteria. BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(SI 1) Snow: lumber Increase = 1.15. Plate Increase = 1, 15 Uniform Loads (pit) Vert: A.C=-76.0, B-0=-14.0 21 usC: lumber Increase = 1.25. Plate Increase = 1.25 Uniform Loads (plf) Vert: A-C=-16.0, 8-0=-34,0 3) Wind Left: lumber Increase = 1.33. Plate Increase = 1.33 Uniform Loads (pit) Vert: A-S=34.5, 8-C=22.0, B-0=-14.0 Horz: A-8=-50.5. B-C=-38.0 4) Wind Right: lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plfl Vert: A.B=47,7. B-C=8.8. 8-0=-14.0 Harz: A-8=-63.7. B-C=-24.8 5) 1st Wind Parallel: Lumber Increase = 1.33. Plate Increase = 1,33 Uniform Loads (plfl Vert: A-B=47,7. 8-C=22,O, 8-0=-14.0 Harz: A-B=-63.7, B~C=-38.0 , \\11"""""; .",~,,~O REGIS)"'-'-", ~... C"" ........ (: ~ ....~" '"I",N ~ '..-9.A.o:. ....:'>.J .... \;. 11;;;. IC .'0' - SG.....<i, 0'.. S ~ :0 +: :. - . . - :: : No. 2817G : :: - . . -. :. ~ :rc":: 0;;,..0... ~ ..~J~ -:;.~ . .....I,J ~ ~ 0..... ... .~.......... "J'.....: .. G....\:. ~ ,.. ~.. ,..''':'". \".. z';/ ~~'~ 't'- .\,\ ~JljJlJ.~UH.\\\. June 16,2000 A WARNING - v.rifJI eM.,.,. parawwt.,.. cuuf.R&AD NO'I'ZS ON THIS AND MVKR&Il: SID!: B&J'OU USE. Design valid lei u.. only with MIl.1e connectors. This design" basod only upon palometers snown, and II lor an individual buldlng component to be Installed and IoadtK:I vertically, Applcablllfyof design palomet." and plopet incorporation 01 component IIlesponslblllly 01 buldlng deslgne. - not fluss desiQner, Bloclng shown II for lateral support of indIVIdual web member. only. Addltlonallempol"ory bracing 10 InSUf. stabllty during construction lithe responsibility 01 the .rectol, Additional pelmanent bfoclnQ 01 the 0....,01 ,tructuI. II the respon.blllty ollhe bulldlnQ dellgne,. Fo' general guidance IeQordlng labllcoflon, Quality conllol, storage. delivery. erection and bfaclng. consult QST-aa Quality $1onclord, D51-89 lraclng S~lfIcatlon. and HII-91 Handling Installing and Iraelno RKammlMdallan available flom TluII PIal. Instltut.. 583 D'Onolrlo Dr....., Madison. W153719. MlI8 MiTek8 00 russ fUSS ype tv y 13967 G01A DBL. FINK (optional) vance omponent ystems, a aye e, s ay I e n us les, nc. u-. un 7-5-13 14-5-3 21.4-8 28-3-13 35-3-3 42-9-0 '1-"1' 7-5-13 6-11-5 6-11-5 6-11-.5 6-11-5 7-5-13 '-0-0 19825 age Scale'" 1 :98, 5x6 = 6.00 [12 Q P 0 N M 3x6 ~ l K R S T U v w x 3x6," y ~B AC AD AE AF ~'" It o '" A it o 3x6 = BK BJ BI BH BG SF BE 50 Be BB BA AZ AY AX AWAV AU AT AS AR AQAP AOAN AMAL AK AJ AI 5x6 = 5x6 = 3x6 = 6-1-12 6-1-12 14-5-3 5-3-7 21-4-8 6-11-5 28-3-13 6-11-5 36-7.4 5-3-7 42-9-0 6-1-12 ate sets LOADING (psf) TelL 30,0 TeOl 8.0 BelL 0.0 SCOL 7.0 LUMBER TOP CHORD BOT CHORD WEBS OTHERS SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1 ,1 5 Rep Stress Incr YES Code UBCfANSI95 CSI Te 0.09 Be 0.06 we 0.22 (Matrix) DEFL in floc) Vert(LL) nfa Vert(TL) 0.00 AH Harz(TL) 0.01 AG 1 st LC LL Min I/defl = 240 I/deft n/a >999 n/a PLA lES GRIP M20 197/144 Weight: 259 Ib 2 X4 SPF 1650F l,SE 2 X 4 SPF 1650F 1.SE 2 X 4 SPF No.2 2 X 3 SPF Stud "Except. T-AT 2 X 4 SPF No.2, S-AU 2 X 4 SPF No.2, R-AV 2 X 4 SPF NO,2 N-AZ 2 X 4 SPF No,2, O-AY 2 X 4 SPF No,2, P-AX 2 X 4 SPF NO,2 BRACING TOP CHORD BOT CHORD WEBS Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt T-AT, S-AU, R-AV, N-AZ, O-AY, P-AX, Q.AW REACTIONS (Ib/size) A= 104/42-9-0, BA= 114/42-9-0, AS= 114/42-9-0, AG = 199/42-9-0, AI=211/42-9-0, AJ = 86/42-9-0, AK = 126/42-9-0, Al = 119/42-9-0, AM = 120/42-9-0, AN = 120/42-9-0, AO = 120/42-9.0, AP = 120/42-9-0 ,AQ=120/42-9-0, AR=122/42-9-0, AT=126/42-9-0, AU=118/42-9-0, AV=121142-9-0, BK = 242/42-9-0 Max Horz A=-162(load case 5) Max UpliftSA=-21 (load case 6), AS =-21 (load case 7), AG=-18(1oad case 7), AI=-24{1oad case 5), AJ=-27{1oad case 5), AK=-22(1oad case 7), Al=-24(1oad case 7), AM=-23(1oad case 5), AN=-23(1oad case 7), AO =-23(1oad case 7), AP=-23(1oad case 5), AQ=.23(toad case 5), AR=-24(1oad case 7), AT=-27{load case 5), AU=.33(load case 7}, BK=-49{1oad case 6) Max Grav A=121(1oad case 2), BA=133(1oad case 2), AS=133{1oad case 3), AG=235(load case 3),~1=245(load case 3), AJ=101(1oad case 3), AK = 147 {load case 3), Al=139{load case 3), AM=140(load case 3), AN = 140{load case 3), AO=140(load case 3), AP=140(load case 3), AQ=140(load case 3), AR=142(1oad case 3), AT=147(1oad case 3), AU=138{load case 3), AV=142(load case 3), BK=282(1oad case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=37, B-C=-46, C-O=13, D-E=-35, E-F=-35, F-G=-35, G-H=11, H-I=-35, I-J=-35, J-K=-35, K-L=-35, L-M=-35, M-N=12, N-O=-35, O-P=-35, P-Q=12, Q-R=-35, R-S=.35, S-T=-35, T-U=-33, U-V=-35, V-W=.35, W-X=-35, X-Y=-35, Y-Z=-35, Z-AA=11, AA-A8=-35, AB-AC=-35, AC-AO=-35, AD-AE=-33, AE-AF=-44, BOT CHORD ~~B~~~1~OBJ~~K~~~,3~1.8J=11, BH.BI=11, BG.BH=11, BF-SG=11, BE-BF=11, BD-BE=11, BC.BD=11, \\"11''''''''',,, BB-BC~11, BA-B8=11, AZ-BA=ll, AY-AZ=11, AX-AY=ll, AW-AX=11, AV-AW~11, AU-AV=ll, AT-AU=ll ~\\\"t-'i)O REGI,~, "-'-'/. ,AS-AT=11, AR-AS=11, AQ-AR=11, AP-AQ=11, AO-AP=11, AN-AO=11- AM-AN=11, AL-AM=11, * C~ ...... .... (-9, ~ AK-AL=11, AJ-AK=11, AI-AJ=11, AG-AI=11 ~ 0" ..'l~N € .... ~-:... WEBS AF-AI=-169, AE-AJ=-78, AD-AK=-105, AC-AL=-101, AB-AM=-101, Z-AN=-101, Y-AO=-101, X-AP=-101, S G ..tI.....~. ~O.... 0 -;. W-AQ=-102, V-AR=-103, U-AS=-96, T-AT=-107, S-AU=-100, R-AV=-102, B-BK=-183. C-BJ=-72, O-BI=.106:-- "'0 +: ,E-BH=-101, f-BG=-101, H-BF=-101, I-BE=-101, J-BD=-101, K-BC=.102, L-BB=-103, M-BA=-96. N-AZ=-10~ . .. _ ,O-AY=-100, P-AX=-102, Q-AW=-96 - ::: : NQ.2817& . ::: NOTES (9-101 : ... : ':: 1) This truss has been designed for the wind loads generated by 85 mph winds at 22 ft above ground level, using 8,0 psf top chord ~ ..0 ... : (,fC' ~ dead load and 7.0 psf bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category I. condition I ~ "'0 .... ...... ...,:./..~ enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, ~ ^"'~.. I... " - ~. they are exposed to wind. If porches exist. they are not exposed to wind, The lumber DOL increase is 1.33, and the plate grip ~o.": ~ '':'/ ~'. t-,' .\\\ increase is 1,33 "//1 " \ ~ 21 Truss designed for wind loads in the plane of the truss only, For studs exposed to wind (normal to the face). see MiTek J I H;\i\'. RStandard Gable End OetailR 3) All plates are 1.5x4 M20 unless otherwise indicated. June 16,2000 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 on center. A WARNJNO - V-lfy c:L..Ip ~te,.. and. READ NOTES ONTlIJS AND JlEVEKM SID': BD'OKS USS. DeslOn valid lor use only wnh MlTek connectors, This design Is based only upon parameter. shown, and" for on Indlvldual building component to be Installed and loaded vertically. AppllcabUny 01 design porametell and proper Incorpolatlon 01 component Is lesponslb"lty 01 building designer. not truss designer, Bracing shown" tor Iotelal support ollndlvlduol web members only, A.ddnlonaltemporory bracing 10 Insure stablllly during construction Is the responslbllny 01 the ereclor, A.ddltlonal permanent bracing 01 the overal structule II the responsblNly 01 the building designer, For general guidance reQaldlng lobrlcatlon, quollty conlrol. stolage, delvery, election and bracing. consult Q$l-aa Qucrllty standard. D51.09 lraclng Speclllcatlon. and HII-91 Handllng Imtalllng and Iraclng Recommendation available Irom Truss PIal. institute, 683 D'Onolrlo Drive, Madison, WI 53719, Mile MiTeke 00 13967 Ilruss G01A russ Iype OBL FIN K uty 1 Ply 1 , I "A"en uu",<^ 19825 Aovancea ....omponenl ;;JYSlems, La ayeue, L;U NOTES (9-10) 6) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads per Table No. 16-6, UBC-94. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 Ib uplift at joint BA, 21 Ib uplift at joint AS, 18 Ib uplift at joint AG, 24 Ib uplift at joint AI, 27 Ib uplift at joint AJ, 22 Ib uplift at joint AK. 24 Ib uplift at joint Al, 23 Ib uplift at joint AM. 23 Ib uplift at joint AN, 23 Ib uplift at joint AC. 23 1 uplift at joint AP, 23 Ib uplift at joint AQ, 24 lb uplift at joint AR. 27 lb uplift at joint AT, 33 Ib uplift at joint AU, 49 Ib uplift at joint BK, 15 Ib uplift at joint BJ, 24lb uplift at joint BI, 23 Ib uplift at joint BH. 23 Ib uplift at joint BG, 23 lb uplift at joint BF. 23 Ib uplift at joint BE, 23 lb uplift at joint BO, 23 Ib uplift at joint BC, 24 Ib uplift at joint BB. 27 Ib uplift at joint AZ and 33 Ib uplift at joint AY. B) This truss has been designed with ANSr/TpI1-1995 criteria. 9) Gable end is designed for verticalloacls only. 10) Design and specification of any bracing required to resist wind loads perpendicular to this gable end is to be done by building designer, "t,~VV S lVIay (optional) III ell. Inuustrles. lnc, ,,~un " u,,~ ,,-'" -,uuu .age-, LOAD eASElS) 1) Snow: lumber Increase = 1. 15, Plate Increase = 1. 15 Uniform Loads (plf) Vert: A-Q=-76.0, Q-AH =-76.0, A-AG =-14.0 2) Unbal.Snow-Left: Lumber Increase = 1.15. Plate Increase = 1.15 Uniform Loads (plf) Vert: A-Q=-91.0, Q-R=-91.0, R-AH=-16.0. A-AG=-14,O 3) UnbaI.Snow-Right: lumber Increase = 1. 15. Plate Increase = 1,15 Uniform Loads (plf) Vert: A-P=-16.0, P-Q=-91.0, Q-AH=-91.0, A-AG=-14,O 4) UBC: Lumber Increase = 1.25. Plate Increase = 1.25 Uniform Loads (plf) Vert: A-O=-16,0, O-AH=-16.0, A-AG=-34.0 5) Wind Left: lumber Increase;;; 1,33. Plate lncrease:= 1.33 Uniform Loads (plf) Vert: A-O=B.B. O-R=8,8. R-AG:=22.0, AG-AH:=47.7, A-AG=-14.0 Harz: A-O=-24.8, Q-R=24.8, R-AG=38.0, AG-AH=63.7 6) Wind Right: Lumber Increase = 1.33, Plate Increase=1.33 Uniform loads (plf) Vert: A-P=22.0. P-O=8.B. O-AG =8.B, AG-AH=34,5, A-AG =-14.0 Horz: A.P=-38.0. P-Q=-24.8, Q-AG=24,8, AG-AH=50,5 7) 1st Wind Parallel: Lumber Increase = 1,33, Plate Increase = 1.33 Uniform Loads (plf) Vert: A-Q=22.0. Q-AG=22.0. AG-AH=47.7. A-AG=-14,O Horz: A-Q=-38.0, Q-AG=38.0, AG-AH=63,7 . A WARNING - V.rifM ....... pG.ranwt.... cuuI READ Ntn'aS ON THIS AND Ul'ERU SIDJI: BD'ORI: USE. Design volld tor use only with MRek connectOfs. This design II based only upon polamete" shown. and IItOf an individual building component to be Installed ond Ioodltd vertically. AppllCabMlty 01 design parameters cnd ploper 1nc00polctlon of component II lesponslbllly of buIldIng designer - nol !luse deslQnel. Bracing shown II 1011olelal,upport of individual web membelS only. Additional temporalY bracing to NUle stabMlty dU11ng construction Is the lesponslbUlty of the elector, Additional permanent bracIng ot the ov.,all stluclul. II th. lesponslbUlty of Ih. building deslQner, Fal genelal guidance regordlng tabrlcatlon. quality control stO/age. dellvelY, election and bracing, consult QST-aI Quality standard. D51-89 lraclng Specification, and Htl.91 Handling Installing and lraclng R..:omm~atlon available trom Truss Plate Inslltute. 583 O'Onolllo Olive, Madison. WI53119, .I~ MiTek~ 0 russ russ ype ty y 13967 G02 KING POST (0 tional) vance omponen ystems, a aye e, s ay I e n us les, nc. un 1'1401 8-0-, 10-0-0 11~ 11-12 20-0-0 r'-O-Ol 1.Q.O 8-0-, 1-11-12 1-11-12 8-0-4 1-0-0 3x4 = H J 6.00 [12 G K F l E M D N C 0 P Qlf 0 3x4 = I'D AC AB AA Z Y X W V U T S R 3x4 = 3x4 = 19825 age Scale: 1/4";;: 10-0-0 10-0-0 20-0-0 10-0-0 LOADING (psf) TCll 30.0 TCDL 8,0 BelL 0.0 BCOL 7.0 LUMBER TDP CHORD BOT CHORD OTHERS SPACING 2-0-0 Plates Increase 1 ,1 5 Lumber Increase 1.15 Rep Stress Incr YES Code UBCfANSI95 CSI Te 0.11 Be 0.03 we 0.08 (Matrix) DEFL in (Ioc) Vert(ll) nfa Vert(Tl) 0.00 A Horz(Tl) 0,00 P 1st LC Ll Min IIdefl "" 240 Itdefl nla >999 nla PLATES M20 GRIP 197/144 Weight: 78 Ib 2 X 4 SPF No,2 2 X 4 SPF 1650F 1.SE 2 X 3 $PF Stud BRACING TOP CHORD BOT CHORD Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10.0-0 DC bracing, REACTIONS (Ib/size) B = 201/20-0-0, X"" SI20-0-0, P = 201120-0-0, R =211120-0-0, S = 86/20-0-0, T = 126/20-0-0, U = 119/20-0-0, V = 122120-0-0, W = 1 08/20-0- AD=211120-0-0, AC = 86120.0-0, AS = 126/20-0-0, AA = 119/20-0-0, Z = 122/20-0-0, Y = 1 08/20-0-0 Max Horz B=-68(1oad case 5) Max UpliftB=-51{load case 7), P=-51{load case 7), R=-23(load case 5), S=-26(load case 51. T=-21 (load case 7), U=-25f1oad case 5), V=-28(1oad case 7}, AD=-23(load case 6), AC=-26(1oad case 6), AB=-21 (load case 6), AA=-25(toad case 7), Z=-28(1oOO case 7) Max Grav 8=237(load case 2), X= 11 (load case 4), P=237(load case 3), R=245(1oad case 3), S = 101{loacl case 3), T=147(load case 3), U= 139(load case 3), V= 143(1000 case 3), W= 129(1000 case 31. AD=245(1oad caSe 2), AC = 101 (load case 2), AS= 147{1oacl case 2), AA= 139(load case , Z= 143(1oad case 2), Y= 129(1000 case 2) FORCES (Ib) - First load Case Only TOPCHORD A-B=32, B-C=28, C-D=-49, O-E=-38, E-F=-40, F-G=-40, G-H=-40, H-I=-36,I-J=-36, J-K=-40, K-l=-40, l-M=-40, M-N=-38, N-O=-49, O-P=-65, P-0=32 BOT CHORD B-AO=15, AC-AO=15, AB-AC=15, AA-AB=15, Z-AA=15, Y-Z=15, X-Y=15, W-X=15, V-W=15, U-V=15, T-U=15, S-T=15, R-S=15, P-R=15 WEBS O-R=-169, N-S=-78, M-T=-105, l-U=-101, K-V=-102, J-W=-92, C-AD=-169, D-AC=-78, E-AB~-105, F-AA=-101, G-Z=-102, H-Y=-92 NOTES (9-10) 1) This truss has been designed for the wind loads generated by 85 mph winds at 22 ft above ground level, using 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBCIANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind, The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the facel. see MiTek ~"I"rr"'I',f. "Standard Gable End Detail" \\\ 0 HEG '/, 3) All plates are 1.5x4 M20 unless otherwise indicated. ..,'" ~"'O ,l/S~ :J''l; ~' C'P ....... '(: ~ 4) Gable requires continuous bottom chord bearing. ..~ ^" ..I~N E .... -9~ ":-0 5) Gable studs spaced at 1-4-0 on center. .::- :v ..<i' . .t: . 'a ~ 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No, 16-B, ~ G '"" 0"" ~ UBC.94. ~:0 +: = 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 Ib uplift at joint B, 51 Ib uplift at ::: : : :: joint P, 23 Ib uplift at joint R, 26 Ib uplift at joint S, 21 Ib uplift at joint T, 25 Ib uplift at joint U, 28 Ib uplift at joint V, 23 Ib uplift:. . No. 2817G . - at joint AD, 26 Ib uplift at joint AC, 21 Ib uplift at joint AB, 25 Ib uplift at joint AA and 28 Ib uplift at joint Z. :: ~ : ~ 8) This truss has been designed with ANSltTP11-1995 criteria. :. ..0 -. ,,- ~r:r: ~ 9) Gable end is designed for vertical loads only. -:::. ~ .. .t ."/ ~ 10) Design and specification of any bracing required to resist wind loads perpendicular to this gable end is to be done by building ~ 0-<,." ~" ."t... ...... designer. ~ 4t.. ',. ~. ';'", -.;/ :'.'- (... .\\\\. ~ i J:UHl\\\. June 16,2000 LOAD CASEIS) 1) Snow: lumber Increase = 1.15, Plate Increase = 1. 15 Uniform loads (plf) Vert: B-P=-14,O, A-I=-76,O, 1-0=-76.0 A WARNING - v.rifIt ."gn pcl.nurMt.... and READ NOTES ON THIS AND.REVERSE SI'I)8 B&JI'ORI!: lIM. OeslQn valid 101 use only with Mllele: conneetols. This design Is based only upon palamele" shown, and Is 101 an individual bulldlnO component fa be Inslalled and loaded vertically, Appllaabllty 01 design polomefe's and p10per Inoorpotollon 01 component Is lesponslblllty 01 building deslQne, . not fruss designer, Bloclng shown Is 101 Iotelol sUPpolf ollndlvlduol web membelS only, AddltlonallempotalY tMaclng 10 Insule stoblllty during consllucllon Is lhe responslblllty of Ihe e,eeIOl. Additional permanent bracing 01 fhe aveloa ,huclule Is the responslbllltv of the building deslQnel. Fal general guidance 18QordlnQ labllcallon, Quality conlrol, SIOloge, de"v~t1y. eleellon and bracing, consult QST.aa Quality standard, 051.89 'raclng Speetneatlon, and HlB-91 Handling kwfamng and 'fOClnQ Reeommenclatlonavallable 110m lruss Plale Inslllute. 583 O'Onofllo Olive, Madison, WI 63719. 1II1~ MiTek~ JOO 13967 rruss I russ Type KING POST G02 Aovancea \"'omponent ~ystems, LaTayeue, CO LOAD CASE(S) 2) Un~aI.Snow-Left: lumber Increase = 1.15, Plate Increase = 1, 15 Umform Loads (pit) Vert: B-P=-14.0, A-I=-91.0, I-J=-91.0, J-Q=-16,Q 3) Un~aI.Snow-Right: lumber Increase = 1,15. Plate Increase = 1.15 Umform Loads {plf} Vert: B-P=-14,Q, A-H=-16.0. H-l=-91.0, I-Q=:o-91.0 4} UBe: Lumber Increase = 1,25, Plate Increase = 1 ,25 Uniform Loads (pIt) Vert: B-P",,-34.0, A-I=-16,Q. 1-0=-16,0 5) Wind Left: lumber Increase = 1.33, Plate Increase = 1 33 Uniform loads (pit) . Vert: B-P=.14.0, A-B=34.5, 8-1=8.8, I-J=8,8, J-P=22.0, P-Q=47.7 . . Harz: A-B=-50,5, 8-1=-24.8, I-J=24.8, J-P=38,Q, P-Q=63,7 6) WI~d Right: Lumber Increase = 1,33, Plate Increase = 1,33 Uniform loads (pit) Vert: B-P=-14.0, A-B=47,7, B-H=22.0, H-I=8.8, I-P=8,8, P-Q=34.5 Horz: A-B=-63,7, B-H=-38,0, H-I=-24.8. I-P=24.8, P-Q=50 5 7) 1 s~ Wind Parallel: lumber Increase = 1.33. Plate Increase = 1.33 . Umform loads (plf) Vert: B~P=-14.0, A-B=47.7. B-I=22.0, I-P=22,O, P-Q=47.7 Horz: A-B=-63.7, 8-1=-38.0, I-P=38.0, P-Q=63.7 Qly 1 I "'V 1 0' ",,,,~rl DUPL<^ (optional) 4.100 s May L. I L.UUUII eK InausUles, Inc. IIIU...,lUn I:) U:;f:~ :L::l LUUU .-age 19825 . A WARNING - V.r(fg c&..Ip pcuanwt.N and. READ NO'J"Jl:S ON THIS AND REVERSE smJl: BD'OM VS&. Design volld for USft only wllh MlTek connectors, This design Is based only upon parametel1 thown, ond II fOf an individual building compon~t 10 be Inslolled and loaded veltlcoly. Applk:abRIty 01 design polomet.rs and p,oper IncOfporaflon of componenf IIlesporlslblllly of building deslgn., - nof tfUSS deslgnel. B.aclng shown II 101 Iateralsuppolf of individual web membelS only, Addlllonal temporalY blOctng to NUle s10ballv during construction Is the lesponslbUlty 01 fhe elector. Addlllonal j)elmanent blaclng of the overaa Illuctur. IIlh. lesponslbglty of the building designer. For genelal guidance regordlnQ fabrication, quollly contlOI. sfOfage. dellvelY. elecflon and bracing, consun Qsy-aa QualllV standard. 051-89 'raclng SplIClflcatlon, anct HII-91 Handling Installing and lraclng R~ommenclallon available from Truss P1atelnslllute, 583 O'Ono"lo Olive, Mad'-On, WI53119, Idle MiTeke o russ russ ype tv y 19825 13967 TO' DBL FINK vance omponen ystems, a aye e, s ay (0 tionalJ I e n ustnes, nc. u""un age -I-Of '-0-0 7-5-13 7-5-13 14-5-3 6-11-5 21-4-8 6-11-5 28-3-13 6-11-5 35-~3 6-11-5 42-9-0 7-5-13 'r'1' 1-0-0 Scale = 1 :107 ~ 5x6 = 6.00 fi2 F 3x4 'i 3x6 .;::::;. 3x4 -/ 3x4 .:::::- 3x6 .:::::- MIfl ;. o 4xl0:::: .\( M ''i o 4xl0 ::::: R 1.5x4 II Q P 3x6 :::: 3x4 ::: o 3xB :::: N M 3x4 :::: 3x6 :::: l 1.5x4 \\ 6-1-12 6-1-12 ate sets e, e 14-5-3 ".... 28-3-13 36-7-4 42-9-0 8-~7 6-11-5 6-11+5 8-~7 6-1-12 CSI DEFl in (Ioc) Ildefl PLATES GRIP TC 0.87 Vert(LL) -0.27 0 >999 M20 197/144 BC 0.68 Vert(TL) -0.45 M-O >999 WB 0,73 Horz(Tl) 0.19 J nla 1 st LC LL Min I/detl = 240 Weight: 170 Ib LOADING (pSf) TelL 30,0 TCDl 8.0 BCll 0.0 BCDl 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.SE -Except. A-D 2 X 4 SPF 2100F 1.SE, H-K 2 X 4 SPF 2100F 1.BE BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 3 SPF Stud "Except" E-O 2 X 4 SPF No.2, F-O 2 X 4 SPF No.2, G-O 2 X 4 SPF No.2 REACTIONS (Ib/size) B == 199B/0-3-B, J == 199B/0-3-B Max Harz 8=-148(1000 case 5) Max Uplitt8=-224(load case 7). J=-224(1oad case 7) FORCES (Ib) - First Load Case Only TOP CHORD A-B= 16, B-C =-3471, C-D=-2791, D-E=-2791, E-F=-2114, F-G =-2114, G-H=-2791, H-I=-2791, I-J=-3471, J-K:16 BOT CHORD B-R=30B5, Q-R=304B, P-Q=2496, O-P=2496, N-O =2496, M-N =2496, L-M =304B, J-L=30B5 WEBS C-R=107, C-Q=-629, E-Q=408, E-O=-876, F-O=1363, G-O=-876, G-M=40B, I~M=-629, I-L=107 BRACING TOP CHORD BOT CHORe WEBS Sheathed or 3-0-5 oc purlins, Rigid ceiling directly applied or 10-0-0 oc bracing, 1 Row at midpt C-Q, E-O, G-O, I-M NOTES ... 1) This truss has been designed tor the wind loads generated by 85 mph winds at 22 ft above ground level, using 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind, If porches exist. they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Oesign load is based on 30.0 pst specified roof snow load, 3) Unbalanced snow loads have been considered for this design. (UBC section 1638.2) 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-94. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 Ib uplift at joint Band 224 Ib uplHt at joint J, 6) This truss has been designed with ANSl1TP11-1995 criteria, ."11""""",,, ,,\\"t,~O REGI~/"'~" ~'\;. Cq\ ........:'. (-^~ ...' _" . l'E:.N E_ . -r~ ~_ <>:,;"oJ ./." "- . '0-:;;' ~ G..J....."V 0'. ~ ~ :0 +: :. ... . . - ~ : No. 2817G : ~ -- : . -. =. . : s -..0. .~~ -:=;'-90... .....':~..~ ~ ;<'<t ...~: V ......"...,. '.. 10' ~~ .,\\,'-" "//, ...- \' ~ 'iJJIIHa\\ . June 16,2000 lOAD CASEIS) 1) Snow: Lumber Increase = 1.15, Plate Increase = 1. 15 Uniform Loads (plf) Vert: A-F=-76.0, F-K=-76,O, B-J:-14,O 2) UnbaI.Snow-Left: Lumber Increase = 1.15, Plate Increase = 1.15 Uniform Loads (pit) Vert: A-F=-91.0, F-K=-16.0, B~J=-14.0 3) Unbal.Snow-Right: lumber Increase = 1. 15, Plate Increase == 1. 15 Uniform loads (plf) Vert: A-F=-16,O, F-K=-91.0, 8-J=-14,O 4) UBC: lumber Increase = 1.25, Plate Increase = 1.25 Uniform loads (pIt) Vert: A-F=-16,O, F-K=-16.0, B-J=-34.0 5) Wind left: lumber Increase = 1.33, Plate Increase = 1.33 ,. WARNING _ V.rtfM dealgn peua_l.... GAd READ NlYtZS ON THIS AND HEBRSI: SIDJI: BD'ORE USE. Design valid for use only with MRek connectOfs, This design Is based only upon parameters shown, and II lor on ndlvld\XJI buIlding component to be Installed and loaded vertically'. Appllcobllly 01 design parameters and proper nCOfporatlon of component Is responsibility of building designer - not fru$lil deslgnel, BracIng shown II 101 Iateralsuppolf of individual web member. only. Addltlol'lOl fempolary blacng to nsu/e stabllty during construcflon II fhe lesponsibUlty 01 the erecfor, Additional permanent bracIng of the oVOfaR structure II the lesponslbltly of the buIldIng deslgMf. For general guidance rOOOlardlng fabrication. quality controL stOfage, delivery, erection and bracIng. consult QST-aa QualltV standard, OSI-1I9 lraclng Speclflcaflon. and HII.91 Handling Insfalllng and lraclng Recommendation available 110m Truss Plate institute, 6a3 D'Onofrio Olive. Madison, WI 63719. MlI@ MiTek@ IJob 13967 I Truss TOl I TruSS I ype OSlo FIN K I Advancea L;omponent ~yslems, LaTayene, L;U LOAD eASElS) Uniform Loads (pit) Vert: A-B=34.5, B-F=8.8, F-J=22.0, J-K=47.7, B-J=-14.0 Harz: A-8=-50.5, B-F=-24,8, F-J=38.0. J-K=63.7 6) Wind Right: lumber Increase = 1,33. Plate Increase = 1.33 Uniform Loads (pltl Vert: A-B=47.7, B-F=22,O, F-J=8,8, J-K=34.5, B-J=-14.0 Harz: A-S=-63.7. 8-F=-38,O, F-J=24.8, J-K=50 5 7) 1 st Wind Parallel: lumber Increase = 1.33, Plate Increase = '1.33 Uniform loads (pill Vert: A-B=47.7, B-F=22.0, F-J=22.0, J-K=47,7, 8-J=-14.D Harz: A-B=-63,7. B-F=-38.0, F-J=38.0, J-K=63.7 uty 1 Ply 1 , HAN~H UUPL.X (ontional) 4,:.!UU S May L I :.!UUU II t elt Inuustnes, Inc. ThlJ",...un l'tl U!::l:41: j I LUUU age L 19825 . A WARNING - v.rVtt ct....... pcara.nvt.,.. and READ NO'I'.S ON THIS AND Rl!!:VERS& SIDE BEFORB USE. Design vaRd 10r use only wnh MlTek connectors. Thll design II based only upon parometel1 Ilhown, and II tOf on individual building component 10 be In$lolled and Ioo~ vertlca"'. AppllcabRIty of design porametel$ and proper incorporation of componentlllesporlslblllty of building designer - not tlUII dfllgner, e.aclno shown 11101 Ioterat,uppoft of individual web membef. only, Addnlonal temporary b1aclno to Insure liability dUflng construction Is the responslblllly of the erectof. Addnlonol pefmanent broclng of the ovelal .tn~clur. II the fesponslblllly 01 the building detlgner. For genelol gyldance reQaldlng fabrication. quality conllol. storage. delivery, erection and b1oclng, conlun QIY-II QuolnV StanclDld, OSl.S9 IlDclng Specification. and HII-91 Hondllng Installing and Bracing R~ommendallon available trom TrUll Plate institute. M3 O'Onolrlo Drive, Madison. W163719. .I~ MiTek~ o russ (uss ype 13967 T01A OSlo FIN K vance omponent ystems, a aye e, 75-13 7-5-13 14-5-3 6-11-5 21-4-8 6-11-5 6,00 [T2 3x4 -;:::;. 3x6 ..,;. 4x5 -/ M A ;, o 5x6 = Q 3x61{ P 0 3x6 = 3x6 = 6-1-12 6-1-12 14-5-3 ..3-7 21-4-8 6-11-5 ate sets e, : - e lOADING (psf) TCll 30,0 TeOl 8.0 BelL 0.0 BCOL 7.0 lUMBER TOP CHORD BOT CHORD WEBS SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1 . 1 5 Rep Stress Incr YES Code UBC/ANS195 CSI TC 0.96 Be 0.61 we 0.79 2 X 4 SPF 1650F 1.SE 2 X 4 SPF 1650F lo5E 2 X 3 SPF Stud "Except" D-N 2 X 4 SPF No.2. E-N 2 X 4 SPF No.2, F-N 2 X 4 SPF No.2 REACTIONS (Ib/size) Q:223710-3-8 (input: 0-3-8).1:1685/0-3-8 Max Horz Q=-171 (load case 5) Max UpliftQ=-422(1oad case 7), 1=-1790oad case 7) Max Grav 1= 1766(load case 3) ty y 19826 5 ay (0 tianal) I e n ustrtes, nc. age tJ'"i un 2&-3-13 6-11-5 35-3-3 6-11-5 42-9-0 7-5-13 't"lO 1-0-0 Scale::: 1 :106. 5x6 = E 4x5 ..:::::- 3x6 ..::::::- IJ "1 ''f o 5x6 ;::: N 3x8 = M l 3x6= 3x6 = K 3x6 \\ 28-3-13 6-11-5 36-7-4 ..3-7 42-9-0 6-1-12 DEFL in (Ioc) Vert(lL) -0.19 K-L Vert(TL) -0,36 K-L Horz(TL) 0.09 I 1 st LC LL Min I/defl = 240 I/defl >999 >999 n/a PLATES M20 GRIP 197/144 Weight: 1 69 Ib BRACING TOP CHORD 80T CHORD WE8S Sheathed. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt B-O, O--N, F-N. H-L FORCES (Ib) - First Load Case Only TOP CHORD A-B=726, 8-C=-1432. C-D=-1432, D-E=.142" E-F=-1421, F-G =-2102, G-H=-2102, H-I=-2788, I.J= 16 BOT CHORD A-0=.648, P-Q= 141, O-P= 1280, N-O = 1280, M-N = 1880, L-M = 1880, K-L=2442, I-K=2479 WEBS 8-0=-2277, 8-P=1297, D-P=-513, D-N=-14. E-N=743, F-N=-881, F-L=413, H-l=-640, H-K=107 NOTES 1) This truss has been designed for the wind loads generated by 85 mph winds at 22 ft above ground level. using 8~ psf top chord dead load and 7.0 psf bottom chord dead load. 999 mi from hurricane oceanline, on an occupancy category I. condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist. they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design, (UBC section 1638.2) 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, U8C-94. 5) WARNING: Required bearing size atjoint{s) 0 greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 422 Ib uplift at joint 0 and 179 lb uplift at joint I. 7) This truss has been designed with ANSlfTP11-1995 criteria. LOAD CASE(SI 1) Snow: Lumber Increase = 1.15, Plate Increase = 1.15 Uniform loads (plf) Vert: A-E=-76,O, E-J=-76.0, A-I=-14,O 2) UnbaI.Snow-Left: lumber Increase = 1,15, Plate Increase = 1,15 Uniform loads (plf) Vert: A-E=-91,O, E-J=-16,O. A-I=.14.0 3) UnbaI.Snow-Right: lumber Increase = 1.15, Plate Increase = 1.15 Uniform loads (plf) Vert: A-E=-16.0, E-J=-91.0, A-I=-14,O 4) U8C: Lumber Increase = 1.25, Plate Increase = 1,25 Uniform loads (plf) Vert: A-E=-16.0, E-J=-16,O, A-I=-34.0 5) Wind Left: lumber Increase = 1.33, Plate Increase = 1.33 ",11""""'(1 ",\\\)O REGIS!'",,".- ~' C~....'..'.,(~~ ." ~~ . looN E . ."" .. ~:v '~\;.. -.c' 'a -;:. ~ G-.,(", OJ"-::' ~ :0 "T'~ -= ... . . - :; : No. 2817G : :: = ':, : ':; :. .0-, :~fi::~ -:::'-:9.:'. .'."'/~ ~O,(":. .. ':':':'-!;,"f> ~ " \\\ ~z -.;/. ."'.~ t.. .j.' ';1/ JI:lHili\\' June 16,2000 a WARNING - v.rtfM eLl..... pcuamet.,.. and READ NO'J'J:S ON THIS AND RJ:l'ERSB SIDE BD'ORE VSS. Design valid for use only with MlTek connectors, This design II based only upon palametel1 Ilhown. and II tOl on IndMduol building component to be Installed and loaded vertlcaly, AppllcabRlty 01 design polametelS and propel 1nc00poratlon of component II responslbMlty of building deslgnel - noltluss deslgnel. Bracing shown II lor Iotltfal support of individual web membels only, Additional temporary b10clng to Insure stability dUllng construction Is the lesponSiblllty 01 the elector, Additional pelmonent bracing of the overal slluctUle II the lesponslblllty of the building designer. For genelal guidance leQardl1'lCl tabrlcallorl, quality control stOfage, dellvelY, election and blOClng, consult QST-ae Quality standcud. D51-&9 araclng SJMClflcatlon. and HII-91 Handling Installing and llOClng Rec:ammend~1on available from Truss Plate Instllute. S83 O'Onolllo Olive. Madison. WI5371Q, MIle MiTeke JOO 13967 fUSS fUSS .ype OSlo FINK T01A Acvanceo l.".Omponent Systems;-Difayette, \",u LOAD eASEISI Uniform Loads (plfl Vert: A-E=8.8, E-I=22.0, I-J=47.7, A-Q=20.0, 1-0=-14.0 Harz: A-E=-24.8, E-I=38.0, I.J=63,7 6) Wi~d Right: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform loads (pit) Vert: A-E=22.0, E-I=8,S. I-J=34.5, A-Q=20.0, 1-0=-14.0 Harz: A-E=-38,Q, E-I=24.8, I-J=50,5 7) 1 5t Wind Parallel: lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plfl Vert: A-E=22.0, E-I=22,O, I-J=47.7, A-Q=20.0, 1-0=-14.0 Harz: A-E=-38,Q, E-I::::38.0, I-J=63,7 [lrty 1 --..zmr S Mav "'V 1 , I "ANCrl DUP[IT (optional) 111 eK InUUSUles, foe, Thlr~un . A WARNING. V.riJiI..... JKln:utWt.,..- GAd: MAD NMES ON THIS AND D\'&RSE sm!: B&PORII: USE. Design valid for lJM only with Mnek conneetOfs. lhll design II based only upon pCllametelt shown. and 11101 an hdMdual building component to be Installed and Iooded vertically. Applkx:lblllly 01 design parameters and pl"oper hCOfpol'atlon of componenf II lesponslbllly of buildIng designer. not flu.. deslgnel, Bracing st'lown II fOllatelalsuPpolf of individual web members only. Additional tempol'alY b1aclng fo Insule stabllty dUllng construction Is fhe lesponslblllty 01 the eleotOf, Additional permanent bracing of the oVefaft st,uctu,e II the uKpon$lbHlly of the building designer, FoI genelal guidance regarding lobrlcallon. quality control StOlooe. dellvelY, eleotlon and bracing. consult QST-ae Quality standard. DSI-89 lraclng Specification, and HII.91 Handling IntfalHng and Ilaclng A-.cammendatlonavolloble 110m Truss Plate institute, 683 D'Onofrio Olive, Madison, WI 63719. 19826 :JL LVVV I"age L Mile MiYeke o russ fUSS ype 13967 TO 1 AREF DeL. FINK vance omponen ystems, a aye e, 7-5-13 7-5-13 21-4-8 6-11-5 14-5-3 6-11-5 6,00 Ii2 3x4 -;::- 3x6 --::- 4x5 -;::- A '" ." o 5x6 :::::: Q 3x6 1/ P 0 3x6 = 3x6 = ate 6-1-12 6-1-12 e. : - e 14-5-3 8-~7 21-4-8 6-11-5 sets LOADING (pst) TelL 30.0 TeDt 8.0 BelL 0.0 BCOL 7.0 LUMBER TOP CHORD BOT CHORD WEBS SPACING 2-0-0 Plates Increase 1 .1 5 Lumber Increase 1 . 1 5 Rep Stress Incr YES Code UBC/ANSI95 CSI TC 0.96 Be 0.61 we 0,84 2 X 4 SPF 1650F 1.SE 2 X 4 SPF 1650F 1.5E 2 X 3 SPF Stud "Except" D-N 2 X 4 SPF No.2. E.N 2 X 4 SPF No.2. F-N 2 X 4 SPF No.2 REACTIONS (Ib/sizel A=1585/0-3-8. K=2326/0-3-10 (input: 0-3-8) Max Harz A=-171 (load case 5) Max UpliftA=-116(1oad case 7), K=-478(load case 7) Max Grav A"" 1659(1oad case 2). K = 2326(load case 1} tv y 19826 s ay (0 tonal) I e n ustrles, nc. age un 28-3-13 6-11.5 35-3-3 6-11.5 42-9-0 7-5-13 '1''1' 1.Q.O Scale = 1:106 5x6 = E 4x5 .::::- 3x6 ..:::.:-- IJ "I ''f o 5x6 = N 3xB = M L 3x6 = 3x6 = K 3x6 \\ 28-3-13 6-11-5 36-7-4 8-~7 42-9-0 6-1-12 DEFl in (loc) Vert(lL) -0.19 P-Q Vert(TL} -0.36 P-Q Horz{Tl) 0.09 K 1 st lC Ll Min Ildetl = 240 Ildetl >999 >999 nJa PLATES M20 GRIP 197/144 Weight: 169 Ib BRACING TOP CHORD BOT CHORD WEBS Sheathed, Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt B-P, D-N, F-N, H-K FORCES (lb) - First load Case Only TOP CHORD A-B=-2761, B-C=-2074, C.D=.2074, o..E=-1393, E.F=-1393, F-G=.1377, G-H=.1377, H-I=894, I-J=16 BOT CHORD A.Q=2454, P-Q=2417, O.P= 1855, N.O = 1855, M-N = 1231, L.M= 1231, K.l=24, I-K=-798 WEBS 8-0=107, B-P=-640, D-P=413, D-N=-881, E-N=718, F-N=21, F-L=-551, H-L=1375, H-K=-2371 NOTES 1) This truss has been designed for the wind loads generated by 85 mph winds at 22 It above ground level, using lW) pst top chord dead load and 7.0 pst bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category I. condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC/ANSI95 It end verticals or cantilevers exist, they are exposed to wind. It porches exist. they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1,33 2) Design load is based on 30.0 pst specified root snow load. 3) Unbalanced snow loads have been considered tor this design. (UBC section 1638,2) 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 5) WARNING: Required bearing size at joint(sl K greater than input bearing size. 6) Provide mechanical connection (by others) ot truss to bearing plate capable ot withstanding 116 lb uplift at joint A and 478 Ib uplift at joint K. 7) This truss has been designed with ANSI/TPI1-1995 criteria. LOAO CASEIS} II Snow: Lumber Increase = 1.15, Plate Increase = 1.15 Uniform loads (pIt) Vert: A-E=-76.0, E-J=-76.0, A-I=-14,O 2) Unbal.Snow-Lett: Lumber Increase = 1, 15, Plate Increase = 1. 15 Uniform Loads (pltl Vert: A-E=-91.0, E-J=-16.0, A-I=-14.0 3) UnbaI.Snow-Right: Lumber Increase = 1. 15, Plate Increase = 1,15 Unitorm Loads (plf) Vert: A-E=-16.0, E-J=-91.0, A-I=-14.0 4) UBC: Lumber Increase = 1.25, Plate Increase = 1.25 Unitorm Loads (pit) Vert: A-E=-16.0, E-J=-16.0, A-I =-34.0 5) Wind Left: Lumber Increase = 1,33, Plate Increase = 1,33 Continued on a e 2 '1,11""""'f~ \\\\\'t-'i)O REGl~('~", ~-.;. C~ .......'. (: ;,.:,. * c" ..:'l~N E. ..~.'9~~ SG..~v., ,cO.~a-;. ~ :0 +: :. - . . - ::: : No. 2817G : :: ::: .. 9 =: - .. .. ... =- ..09. ."(,Q;:~ ;:'~". ~."/~ ~O.(':.... .. ............... ~ <'.f'.. ...... .G'.~. ~. '10 .,,' t.~ .\\"\ ~ ~... I\" 'IjJJ'~Hil\ i June 16,2000 A WARNING - V.r(fy _alp pclrumd.,... ancl READ NM'ItS ON 1'Jl.IB AND DWRSII: 810.11: BD'OR& USII:. O~lQn valid for use only with MITek connectors, Th" design" based only upon parameten shown. and " tOl" an ~dlvldual building component 10 be Inslalled and loaded velllcaly. Appllcab.lty 01 design pa,amelers and p.ope' Ineot'poratlon ot componenllllesponsblMy of building deslgne. - not IfUSS deslgnel, Bracing shown 1110' Iatelal support at individual web memben only. Additional temporalY b1aclng to Insure stabnlty dUflng construction" the lesponslblllly 01 the elector, Additional pe,manenl b.aclng of Ihe overall sllucture " the ,esponslblllty 01 the building designer. For gene.al guidance reQordlng fabrication, quality eonflot storage, delivery, el'eetlon and b1oclng. consult QST-aa QualltV Standan:!, DSI-a9 ',aclng $pec:lflcatlon, and HII-91 Handling Irmalllng and lraclng Recommendation avaIlable flam Truss Plate Institute, 683 O'Ono"lo Olive. Madison, WI63719, MIlS MiTekS IJOD 1- 13967 I Truss TO 1 AREF IlfUSS .ype DBL. FINK Aovanceo .....omponent :;ystems, Lafayette, l....U lOAD CASEISI Uniform Loads (plfl Vert: A-E:8.8. E-I=22.0, I-J=47.7, A-K=-14,O, I-K=20,O Harz: A-E--24.8. E-I=38.0, I-J=63.7 6) Wi~d Right: lumber Increase=1.33, Plate Increase=l,33 UnIform Loads (plf) Vert: A-E=22,O, E-l=8.8, I-J=34.S, A-K=-14.0, I-K=20.0 Harz: A-E==-38,Q, E-I:=24,a, I-J=50.5 7) 1 s~ Wind Parallel: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: A-E=22.0. E-l=22.0, I-J=47.7, A-K=-14.0, I-K=20,O Harz: A-E=-38.0. E-I=38,Q, I-J=63.7 [TIty 1 "'y 1 o "ANCrl DUPLEx- 4,200 s (optional) ay L ~ LUUU II ek lnaustnes, Inc. Thu'",un 1 t) U~: ~, :~.,) LVUU rage L 19826 . A WARNING. V.rtfM _... pcIl"CU1Mt-. cuuI MAD NCYrES ON TBJS AND U\IE.RSE SID!: BD'ORJ: us&. DeslQn valid tol UN only with MlTek connectOfs. This design Is based only upon pCllamefelllhown, and II 101 an Indlvldual bulldlnQ component to be Instolled and loaded vertically, Appllcabllllyof design pclametell and pl'Opellnoorpolatlon 01 component II lesponslblllty 01 building deslgnel . not truss designer. Bracing lhown II 101 Ialelal.upport 01 individual web membell only. AddnlonaltempolalY bl'aclng to Inlule stabllly during con.huctlon lithe responslblUty 01 the electOf, Additional permanent bracing of the o"ela" IfluctUle II the respon.lbllty 01 the building deslgne.. FoI general guidance legordlng labllcatlon, quality controL dOIQOe, denvelY, election and bracing, conlult Oil-as Quality standard. DII.89 lraclng Spectncatlon. and HII-91 Handling Installing and lraclng Recommendation available 110m Truss Plate Inltltute. S83 0'01'10"10 Olive, Modlson. WI 53719. Mile MiTeke o russ russ ype tv y 19826 13967 TO 1 REF OSlo FINK vance ornponent ys ems, a ayetta, s ay (optional) I e n ustnes, nc. (t- un age - ~'o.p 1-0-0 7-5-13 7_5-13 14-5-3 6-11-5 21-4-8 6-11-5 28-3-13 6-11-5 35-", 6-11~5 42.9-0 7-5-13 'r']' 14< Scale = 1:107. 5x6 = 6.00 [12 F 3x4 -:;:::.- 3x6 'l 4x5 -;:::- 4x5 .::::::- 3x6 .:::::- "I1fJ 'l' o 5x6= .J< "I ''f o 5x6 = R 3x6 1/ Q P 3x6 = 3x6 = o 3x8 = N M 3x6 = 3x6 = l 3x6 \\ 6-1-12 14-5-3 21-4-8 28-3-13 36-7-4 42-9-0 6-1-12 ..", 6-11-5 6-11-5 ..", 6-1-12 a'e sets e, e LOADING (psf) SPACING 2.0-0 CSI OEFl ;n (Ioc) I/defl PLATES GRIP TCll 30.0 Plates Increase 1,15 TC 0.96 Vert(LL) -0.19 Q-R >999 M20 1971144 TCOl 8.0 lumber Increase 1,15 8C 0.61 Vert(TL) -0.36 Q-R >999 8Cll 0.0 Rep Stress Iocr YES WB 0.84 Horz(TL) 0.09 l nJa BCOl 7.0 Code UBC/ANSI95 15t LC lL Min I/defl = 240 Weight: 170lb LUMBER TOP CHORD BOT CHO RD WEBS 2 X 4 SPF 1650F 1.SE 2 X 4 SPF 1650F 1.5E 2 X 3 SPF Stud '"Except'" E-O 2 X 4 SPF No,2, f-Q 2 X 4 SPF No,2, G-O 2 X 4 SPF No.2 REACTIONS (Ib/sizel B = 1672/0-3-8, L = 2326/0-3-1 0 (input: 0-3-8) Max Horz B = -148{1oad case 5) Max UpliftB=-171(load case 7), L=-47800ad case 7) Max Grav B = 1763(1oad case 2}, L = 2326(load case 1} BRACING TOP CHORD BOT CHORD WEBS Sheathed. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt C-Q, E-O, G-Q, I-L FORCES (lb) - First Load Case Only TOP CHORD A-B= 16, B-C=-2760, C-D=-2074, D-E=-2074, E-F=-1393, F-G =-1393, G-H=-1376, H-I =-1376, I-J=894, J-K=18 BOT CHORD B-R=2453, Q-R=2416, P-Q=1855, O-P=1855. N-O=1231, M-N=1231, L-M=24, J-L=-798 WEBS C-R=107, C-Q=-639, E.Q=413, E-O=-881, F-O=718, G-O=21. G-M=-551, I-M=1375, I-L=-2371 NOTES ... 1) This truss has been designed for the wind loads generated by 85 mph winds at 22 ft above ground level. using 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category 1. condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind, The lumber DOL increase is 1.33. and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load, 3) Unbalanced snow loads have been considered for this design. (UBC section 1638,2) 4} This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per Table No, 16-B, UBC-94. 5) WARNING: Required bearing size at joint{s) L greater than input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171 Ib uplift at joint Band 478 Ib uplift at joint l. 7) This truss has been designed with ANSIITPI1-1995 criteria. LOAD CASE(SI 1} Snow: lumber Increase = 1. 15. Plate Increase = 1,15 Uniform Loads (plfl Vert: A-F=-76,O. F-K=-76,O, B-J=~14.0 2) Unbal.Snow-left Lumber Increase = 1. 15, Plate Increase = 1.15 Uniform Loads (plf) Vert: A-F=-91,O. F-K=-16.0. B-J=-14.0 3) Unbal.Snow-Right Lumber Increase = 1, 15, Plate Increase = 1.15 Uniform Loads (plf) Vert: A-F=-16,O. F-K=-91.0, B-J=-14.0 4} UBC: lumber Increase = 1.25, Plate Increase = 1.25 Uniform loads (plf) Vert: A-F=-16.0, F-K=-16.0. B-J=-34.0 '11"lIm,",,(. \\. RE 'r. ,\\ "'''~O GIS}: ',,__ ~"\ C~.......... (^~ ~ C..., ..,.,"'1'1 1:, .:~-:- S G ..A..,<(., ~O..a ':;. ~ :0 +.. = :: . . = :; : No. 2817G : E - . . .... =-..~ :~.:: -:;....0. . ,-:--.::0 .,. ~.. .,....,~ ~ 0 . .- .:"..~ ~ ^'.L" ... . ',~ ,. ..,. ,'. .......:\: ~" ", ~, JJ/U'Hill\\. June 16,2000 A WARNlNO - v.rttiI d...p pa.ramd.'" and READ NCYJ'aS ON TBIB AND R.lURSE SIDJl: BD'ORI!: USB. O~lgn vaNd for u.. only wnh MlTek connectors, This design Is based only upon parametell thewn. and 1I1Of an Ind~ual building componenl 10 be Inslolled and loaded v.rtlcolly. Appllaabnny 01 design poramete" and proper incorporation of component Is responslbllty of building designer - not t.uss d~lgner, 8raolng shown Is tOf lateral SUppolt of individual web membefs only. Addnlonat temporolY b1aclng to Insure stobUny during construotlon Is the responslbll"y 01 the erecto.. Addnlol'lOl pelmanent broclng of the overa. structure Is the .esponslbllny 01 the building designer. for genelal guidance reQoldlng fab.lcatlon, quallly cont.oI. storage, delivery, erection ond braolng. consun QSY-" Qualny standard, OSI-89 lraclng Specification, and HII-91 Handling Insfolllng and lraclng Recommendation available from T1uss Plate Inst"Ule, 683 O'Onolrlo Drive, Madison, W153719. .18 MiTek8 IJob 13967 jTruss TO 1 REF raty 1 4.ZOlJ', May IlfUSS lype OBL FINK \ Aovancea l,;omponent Systems,Lafayette, I..V LOAD eASElS) 5) Wind Left: Lumber Increase = 1,33, Plate Increase = 1.33 Uniform loads (pit) Vert: A-B=34,S, B~F=8.8, F-J=22.0. J-K""47,7, B-L=-14.0, J-l=20.0 Harz: A-B=-50.5, B-f=-24,8, F-J=38,O, J-K=63.7 6) Wind Right: lumber Increase = 1.33, Plate Increase = 1,33 Uniform loads (plf) Vert: A-B=47.7. B-F=22.0. f-J=8.8, J-K=34.5, B-L=-14.0, J-l=20,Q Harz: A-B=-63.7, B-F=-38.0, F-J=24.8, J-K=SO.5 7) 1st Wind Parallel: lumber Increase = 1.33. Plate Increase = 1.33 Uniform Loads (pltl Vert: A-B=47,7, B-F=22,Q, F-J=22.0, J-K=47,7, B-L=-14,O, J-l=ZO,O Harz: A-B=-63.7, B-f=-38.0, F-J=38.0, J-K=63,7 .'y 1 ST 19826 (optional) IlIek Inaustnes, lne, ThLl-Jun-~~l:~~ ~vvv rage Z A WARNING - VcrVN dc.lp pa.ra.nwtc,.. ond DAD NO'J'.l:S ON TBDiI AND R&l'ERK SIDE BD'OR& lISI. Design valid for UMt only with MlTek connectors. Thll design II based only upon pa,amelel1 shown. and 11101 an individual building component to be Installed and loaded v.,tlcaly. AppllcabRIty 01 design pa,ametels and p,ope, IncoIpo.otlon of component II responslblllly of building deslgnel - not tlUSS deslgnel. Bracing shown Is 101 late/at ,upport of individual web membel, only, Additional tempo,ary blaclng to Insure stability during construction Is the responslbHlly 01 the elector, Additional permanent bracing of the overal structure Is 'he responsibility ollhe building designer. For genelal guidance regarding fabrication. quality control. storage. delivery. erection and bracing, conlUIt QSY-aa Quality S1anda'd, DSI-S9 tracing Specification, and Hlt-91 Handling l""alllng and tracing Recommendation available f.om T.uss Plate Institute. 583 D'Onolrlo Drive. Madison. WI63719. MIle MiTeke 0 fUSS russ ype 13967 T02 KINGPOST vance omponen ystems, a aye e, r1-O-OI "0-4 1-0-0 "0-4 6.00 Ii2 tv y 19826 (a tional) s ay I e n us les, nc. u un age 10.0.0 11-11-12 20-0-0 ~1-Q.{)1 1~11-12 1-11-12 0-0.4 1-Q.{) Scale: 1/4-'" 3x4 = D 3x4 'i 3x4 .:::::-- C E iA o B F G'f o 4x4 = H 6x8 = 4x4 = 10--0-0 10-0-0 2Q.Q.{) 10.0.0 ate sets e lOADING (pst) TelL 30.0 TeDL 8.0 BCll 0.0 BCDl 7.0 LUMBER TOP CHORD BOT CHORD WEBS SPACING 2-0-0 Plates Increase 1 . 15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 CSt TC 0,78 Be 0.74 we 0.51 DEFt in (Ioc) Vert(ll) -0,23 B-H Vert(TL) -0.40 B-H Horz{Tl) 0,03 F 1 st lC II Min I/defl = 240 I/defl >999 >588 nfa PLATES M20 GRIP 197/144 Weight: 61 Ib 2 X 4 SPFNo.2 2 X 4 SPF 1650F 1.5E 2 X 3 SPF Stud BRACING TOP CHORD BOT CHORD Sheathed or 4-2-4 oc purlins, Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS fib/size) 8=974/0-3-8, F=974/0-3-8 Max Herz 8=-73(1000 case 3) Max UpliftB=-133(1oad case 5). F=-133(1oad case 5) FORCES (Ibl - First load Case Only TOP CHORD A-B=16. B-C =-1148. C-D=-182. D-E=-182. E-F;;:-1148. F-G = 16 BOT CHORD B-H=1020, F-H=1020 WEBS C-H=78, E~H=78. C-E=.895 NOTES 1) This truss has been designed for the wind loads generated by 85 mph winds at 22 ft above ground level, using 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building. of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/AN$195 If end verticals or C!htilevers exist. they are exposed to wind. If porches exist. they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. (UBC section 1638.2) 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B. UBC.94. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 Ib uplift at joint Band 133 Ib uplift at joint F. 6) This truss has been designed with ANSIITPI1.1995 criteria. <111111'''''',(, \\\~\<t-'\)O REGI~:''-"", ~"\;. Cq..........:. (~~ ."~" . l"'N E ".."".. ~ :o.J ../:' ~ ." -.'(:) ~ ;: G -A...,'Q 0.-:;' ~ :" +.... -= - . . - -' 7~'- ~ ~ No.281 \01 : ::: - .. - ... ';. ..0-.. :(,rc~ "S.~.- ..":;~ ~O.('.. ~~,... ~ (t . .. ~. ~....//..r ,,10 "i:. ..,,\\'\ I/J1I1...i"\\' June 16,2000 LOAD CASE(SI 1) Snow: Lumber Increase = 1.15, Plate Increase = 1.15 Uniform loads (plf) Vert: B-F=-14.0. A-0=-76.0. O-G=-76.0 2) UBC: lumber Increase = 1,25, Plate Increase = 1,25 Uniform Loads (plf) Vert: B-F=-34.0. A-0=-16.0. D-G=-16.0 3) Wind left: Lumber Increase = 1.33, Plate Increase:: 1.33 Uniform loads (plf) Vert: B-F=-14.0, A-B=34.S. 8-0=8.8, 0-F=22.0. F-G=47.7 Horz: A-B=-50,5, B-0=-24.8. O-F=38.0, F.G=63,7 4) Wind Right: lumber Increase = 1.33, Plate Increase = 1.33 Uniform loads (plfl Vert: B-F=-14.0, A-B=47.7, 8-0=22.0. D-F=8.8, F-G=34.5 Horz: A-B=-63.7. B-0=-38.0, 0-F=24.8, f-G=50.5 5) 1 st Wind Parallel: Lumber Increase = 1.33. Plate Increase = 1.33 A WARlVJNG - V.r(fy' cLrmp JNlI'CU'Wt.~ and READ NOI'J:S ON THIS AND RP:VERSI: smJ: BJ:I'ORP: USB. Design vald for use only with MITek conneetors. This design Is based only upon parametel1 Ihown. and Is tOl' an individual building component 10 be Installed and Iooded velllcally. ApplkxJblllty 01 design parametell and proper incorporation of component IIlesponslblllty of building designer. not t,Ust designer. Bracing shown Is 10. lalelal suppo.t of individual web membelS only. Additional temporalY bracing 10 Insule s10bllty dU11ng construction Is the rMponslblNty of the eleetOl'. Additional permanent bracing of the ovelan sfluctule Is the responslbllty of the building deslgnel. FoI general guidance regaldlng fabllcatlon, quality conllol, stolage, delvery, e.eetlon and bracing. consult Qsy-aa Quatlly standard. DSI.89 lraclng Specification, and HII,91 Handling lnatalllng and lraclng Recommendation available flom T,ust Plate institute, 683 D'Onofrlo Drive. Modlson, W153719. Mil~ MiTek@ IJob 13967 lruss Truss Iype KINGPOST T02 I Advanced component ::iystems, Lafaye ,I"..V LOAD eASElS' Uniform loads {plf} Vert: B-F=-14,O, A-B=47.7, 8-0=22.0. D-F=22,Q, F-G=47.7 Harz: A-B=-63.7, 8.0=-38.0, D-F=38.0, F-G=63,7 uty 1 1 "'y 1 , I HAN~M UWl<> (optional) ~.zuu S May:L. I "vvv II.eK lOoustrles, nc. Thll-..!un 1b U::l:4':,.. LVVV rage L 19826' . A WARNING. V.ri/iI..... pct.rawwt.,.. and.MAD NO'f"&S ON THIS' AND MVBRSII: SIDJI: BD'OD USE. DeslOn valid tol use only with MlTek connectors. Thll design II based only upon pa,ame'e., shown, and II laJ an Indlvldual building component fa be Installed and loaded vertically. Appllcabllltvof design palomefe" and pl'ope/ incorporation 01 component II ,esponslblllfy 01 building deslQnef . nol f,uss deslQner. Bracing .hown II fo. 101.lol,uppor! ollndlll'ldual web membell only. Addltlonallempol"QIY tKaclng 10 Inlu,e stoblltV during construction II the lesponslblntvof the .feeIOf. Additional permanent bracing 01 the ovelaM slluctule II the .esponslbllly 01 the building deslgnel. FoI general guidance legordlng fabrication, quality controL stOloge, dellve.y, election and bracing, consult QST.aa QualttV Slandard, DSI.e9 lraclng Specl1leatlon. and HII.91 Handling Installing andlraclng Recommendation available 110m Tluss PIote institute, .sa3 0'01'101110 011......, Modlson, WI 53719. MIle MiTeke -- MlI@ MiTek@ MiTek Industries Inc PO BOX 7359 ST LOUIS MO 63177.1359 14515 NORTH OUTER fORTY CHESTERfiELD MO 63017.5746 USA fAX (3141 434 5343 TElEPHONE [3141434 12DD Re:7100 PLAN 243 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Advanced Component Systems-Lafayette, CO 1201 S Boulder Road Pages or sheets covered by this seal: 1102055 thrull02055 My license renewal date for the state of Colorado is MARCH 3 I, 2002. f~ June 16,2000 1'\"""""_ ~\\\ ~o llEai-'"'40. ~'" O~......,~/"~..."5. ~"",.9"..;..;'::~EN E. ::...~~..., s .., .A..,'" 0''0 ":::. #if: :Co :;.Lt, - ~ . r. : - . . = ! : No.28t76 : =: - . . ~ \~"" ....!fl ~ '. ..""",,#jJ~iI ~ .... .... ~'T'" ~'" ~/OHA~ f.'#l\\\\~ ~'",,,,,"l\~ Fox, Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSVTPI-1995 See, 2. II bot., / ~ 1\1"1 ....... ~ '" ,A.r( 1'0 L,- " / (,()1A .c;1o,..,. -:>.. ?v-<. 'U\ el\\=,~ iI:\ <;, f-) "" 60\ ~ I..- 'tb~ V , ~~, _....A-- '/ ? ("0 ? c,.. JOb--'--~-- russ russ ypo --T~tJ~~rENDA ~ Jl~J ttonal} 4 200 s May 3 2()IT0fV11~kln ustnes, 2- 1982 1 13963 E04 JACK Advanced Component ystems, La ayette, 0 nc. u un ogo ___:1::Q:-Q. -!______________ 1-0-0 7-0:.0 ~_ 7-0-0 Scale:: 1:2 c 5.00 1"- --/ _/ ,---/. -----/ I I I I 1- LOADING (psf) TClL 30,0 TCDL 8.0 BCll 0.0 aCDl 7.0 I i~ ...---/ ....---~~>/...... ,/ ,/ ,/ CONNECTION BY OTHERS B // dO:T X- / 2x4 == f-- _2.-0-0_ 7:.o-(L SPACING 2-0-0 Plates Increase 1 .15 lumber Increase 1,15 Rep Stress Incr YES Code UBC/ANSI95 CSI TC 0.91 BC 0.40 we 0.00 (Matrix) OEFl in (Ioc) Vert(Lll -0.12 B-D VertlTU 0.23 A-B Horz(TU -0.00 C 1 st lC II Min I/defl '" 240 I/defl >663 >61 n/o PLATES M20 GRIP 197/144 Weight: 18 Ib LU MBER TOP CHORD 2 X 4 SPF No.2 I BOT CHORD 2 X 4 SPF No.2 REACTIONS lib/size I C = 24 7tG.3-B, B = 396tO-3.a, 0 =47/0-3-8 Max Harz B = 134(1oad case 51 Max UphftC =-92Uoad case 31. B=-63(10ad case 5) Max Grav 0 = 114(1oad case 2) BRACING TOP CHORD BOT CHORD Sheathed or 6-0-0 oc purlins, Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (Ib) - First load Case Only TOP CHORD A-S = 28, B-C -= 78 BOT CHORD B-O=O I NOTES 11 This truss has been designed for the wind loads generated by 85 mph winds at 22 ft above ground level, using 8,0 pst top chord dead load and 7.0 pst bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 21 Design load is based on 30.0 psi specified roof snow load. 31 Unbalanced snow loads have been considered for this design. (UBC section 1638.21 41 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 51 Provide mechanical connection tby othersl of truss to bearing plate capable of withstanding 92 Ib uplift at joint C and 63 Ib uplift at joint B. 61 This truss has been designed with ANSI{fPI 1-1995 criteria. lOAD CASEIS) 1) Snow: lumber Increase"" 1 .15, Plate Increase = 1 .15 Uniform Loads (pHI Vert: A-C=-76,O. 6-0=-14.0 21 USC: Lumber Increase = 1 .25, Plate Increase"'" 1 .25 Uniform loads (pin Vert: A-C=-16.0, 6-0=-34.0 31 Wind Left: lumber Increase = 1 .33, Plate Increase = 1 .33 Uniform loads (pill Vert: A-B=43_7. 8-C=22.0, 8-0=-14.0 Harz: A.B"".59.7, 8-C=-38.0 I 41 Wind Right: lumber Increase = 1.33, Plate Increase"" 1.33 Uniform loads (pit) Vert: A.8=47.7, 8-C=18.0. 8-0=-14.0 Horz: A-B=-63,7. 8-C=-34.0 51 1st Wind Parallel: lumber Increase = 1.33, Plate Increase = 1.33 Uniform loads (pill Vert: A-8=47.7, 8-C=22.0, B-0=-14.0 Harz: A-B=.63.7, 8-C=-38.0 . '11""111",(. ","\.\)O REGIS;"""" ~, C~....t..t..(L\~ .::: C" ..,.I~N E:, .:~~. ,~ (j .. <(, ~O' <:) -;:. ..... ~ ~.- ::; :r" 7".. - . . ::: : . ::: . No. 2817G : - . . ~..o.. :,,~~ ~-90.." ~t'."';/~ ~;(' -.. '.. G~"'.$. ~/ $/1', A'_ ~":'~,\\' l./iI/J.:JHil\\\' June 15,2000 A WARNING. v.rttlI ck.tgn pcLl'UJJlll't.,.. cuuI RSAD NaraS ON TBJS AND MVBRSB SID&' S.croRB VSE. Oesl9n valid 101 use only with MlTek connectors. Thll design II based only upon palame'elllt'town, and II fOl on individual buldlng component to be Installed and loaded vertically, Applcablllly of dellgn palametell and PIapel' InCOlpolotlon 01 component IIletponslbllltv 01 buldlng deslgnel . not truss designer. Broclng shown II for Iaterallupperl 01 individual web members only. AddltlonollempololY bfoclng 10 InIUI. stobllly during consllucllon Is the lesponslblllly 01 'he eleetol. Additional pelmanent bloclng 01 the ov.,ol ,truefule II the responslollly of the bukllng desl9nel. Fel general guidance legordlng labllcatlon, quality control, storage, delvery, election and bracing, consult QST.aa QUClllty standard, D51-89 lraclng 5peelllcatlon. and HII-91 Handling lNtalllng and lraclng Recommendation ovallable flom TfUSS Plate institute. 583 O'Onolrlo Drive, Madison, W153719. MlI~ MiTek~ [Job 13963 Truss -r-uSSlYPe' ty-- Y KrnTIAll 51 2-5 I OHY UU 1982 E05 JACK Advanc omponent Systems. 8 ayette, 4. s May (0 tional) I ck n ustnos, nc. u un .g. -140 140 340 ~l).0 Scale = 1:1 CONNECTION BY OTHERS ~ 500 Ii2 \// ~J \ ' \ / ----//" ...---/"'/ 2x4 -,- f---- ~l).0 ~l).0 LOADING (pst) TeLL 30.0 TeDL 8.0 BelL 0.0 SCOL 7.0 SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1 .1 5 Rep Stress Iocr YES Code UBC/ANSI95 CSI Te 0.12 Be 0.06 WB 0.00 (Matrix) DEFL ;n (loci IJdefl PLATES GRIP Vert(lLI .0.00 B-D >999 M20 1971144 Vert(TL) 0.01 A >999 Horz(TL) -0.00 C n/. 1st LC Ll Min I/dell = 240 Weight: 9 Ib LU MBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 REACTIONS (lb/size) C=84/0-3-8, 8=227/0-3-8, 0=19/0-3-8 Max Harz B = 71 (load case 5) Max UpliftC = -28(load case 31. B = -68(1oad case 51 Max Grav 0 = 46(1oad case 21 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. I FORCES IIbl - First Load Case Only TOP CHORD A-B = 28. B-C = 26 , BOT CHORD B-D '" 0 I NOTES 11 This truss has been designed for the wind loads generated by 85 mph winds at 22 ft above ground level. using 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category l. condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1,33. and the plate grip increase is 1.33 -- 21 Design load is based on 30.0 psf specified roof snow load. 31 Unbalanced snow loads have been considered for this design. (UBC section 1638.2) 41 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC.94. 51 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 26 Ib uplift at joint C and 68 lb uplift at joint 8. 61 This truss has been designed with ANSlfTPI 1-1995 criteria. LOAD CASEIS) 11 Snow: Lumber Increase'" 1 .15, Plate Increase = 1 ,15 Uniform Loads (pill Vert: A-C=-76.0, 8-0=-14,0 21 UBC: Lumber Increase = 1.25, Plate Increase = 1.25 Uniform Loads (pit) Vert: A-C=-16.0, 8-D=.34.0 31 Wind Left: Lumber Increase = 1 .33, Plate Increase = 1.33 Uniform Loads IpUI Vert: A-B=43.7, B-C=22.0, 8-0=-14,0 Horz: A-B=-59.7, B-C=-38.0 4) Wind Right: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (pltl Vert: A-B=47.7. B.C=1B.O, 8-0=-14.0 Harz: A-B=-63.7, B-C=.34.0 5) 1 st Wind Parallel: Lumber Increase = 1 .33, Plate Increase = 1.33 Uniform Loads (pitt Vert: A-B=47.7, 8-C=22,O. 8-0=-14,0 Harz: A.B=-63.7, B-C=-38.0 .\111""""" ."\,~,,oO HEG1S;/........" ~..... C~ ....... (: ~ ~O'" "I~N € ...~~ '. G..':' . tt.., (:)..;,. ~ .1..."(.0 0..- :: :roO +. - - . . ::: . . ~ ~ NQ.2817G : - . ~ ..0.. :CJQ:~ -;.~... . ,,"::;: ~ 0,('. /1"/'. ''''''o''.." ~ ~ .~' .V. (i' ". ..........,,;.. 5" 4" 'Y> .\\' #'./1 ~- I" ill :U:a\\ . June 15,2000 A WARNING. vcrtfJI de... pArameter-. an.cI READ NUf'BS ON THIS AND Ml'ZRSI: SID&' DUOM VSI!:. Design valid tol use only with MlTek connectolS. Thlt design" based only upon parameters Ihown, and II for an individual buldlng component to be Installed and loaded vertically, ApplCOblllyof design parameteR and Pfapel' incorporation 01 component II responsibility 01 building designer. not truss deslgnel, Bracing shown II fOl Iatelalsupport 01 individual web members only. AddltlonollemporalY bracing 10 Insur. stabllly dUllng conshuctlon IIlhe lesponslbUltyof the erector, Additional permanent bfaclng 01 the overaR structul. II the responsbllty of the building designer. FoI general guidance regarding fabrication, qualify control stolage, delivery, election and bracing, consult QST-aa Quollly standard. DSI.8V lraclng Speclncotlon. and HII-Vl Handling Installing and lraclng Rec:ommendallon avallable!lom lruss Plate Instllute, 583 D'Onofrio Olive. Madison, WI 63719, MlI~ MiTek~ !Job -- ifliss 113963 Gal I r-Adva-nced Component dT'""TVpe- . KINGPOST ystems-;-la ayette, CO City- -Ply"KEI'lDA 1982 4.2 s ay (0 tionall o i ek n ustnes, nc. u un SO' -14-0 1-0-0 "4-0 ..4-0 ,<>-8-<> .....{) 11-8-0 ,.... Scale'" 1:2 4x4 = E 1.5x4 Ii F 5,00 112 1,51(4 II B .-/'~ /~ -~/- ~- 1.5x4 II C .---_/-_.-- ~-~- D -~-- '--1-' G "-"-------~ . J<~~~ 1.5x4 II ~ l~~ l~ . H I ]~ 3)(4 = 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II 3x4 :::: _10-8-0___ 10-8-9 lOADING (psfl TClL 30.0 TCDL 8,0 BClL 0.0 BCDL 7.0 SPACING 2-0-0 Plates Increase 1,15 Lumber Increase 1.15 Rep Stress lncr YES Code UBC/ANSJ95 CSI TC 0.11 BC 0.03 WB 0.06 (Matrixl DEFl in (Ioc) VertlLU nla Vert(TU 0.00 A Horz(TU 0.00 H 1 st LC LL Min lldell = 240 I/defl n/a >999 n/a PLATES M20 GRIP 1971144 Weight: 33 Ib lU MBER TOP CHORD BOT CHORD WEBS OTHERS 2 X 4 SPF No.2 2 X 4 SPF 1650F 1.5E 2 X 3 SPF Stud 2 X 3 SPF Stud BRACING TOP CHORD BOT CHORD Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/sizel B'" 198/10-8-0, H = 1 98110-8-0, L = 123/10-8-0, J = 212/10-8-0, K= 84110-8-0, N = 212/10-8-0, M =84/10-8-0 Max Horz B = 10{1oad case 61 Max UpliftS = - 71 (load case 7l. H = - 71 (load case 7l. J = -17(1oad case 7l. K = .19(load case 51. N =-17(1oad case 7), M =-20{load case 61 Max Grav B = 232(load case 21. H = 232(load case 3), l= 123(1oad case 11. J = 246(1oad case 3), K = 104(load case 31, N = 246110ad case 21, M = 104(load case 2) FORCES Ubi - TOP CHORD BOT CHORD WEBS First load Case Only A-B=27, B-C=26, C-D=-41, D-E=-31, E-F=-31, F-G=-41, G-H=-54, H-I=27 B-N=12. M.N=12, L-M=12, K-L=12, J-K=12, H-J=12 E-l =-99, G.J = .170, F-K = -76, CoN =-170, D-M =-76 NOTES (8-9) 1) This truss has been designed for the wind loads generated by 85 mph winds at 22 It above ground level. using""8".O psi top chord dead load and 7.0 psf bottom chord dead load, 999 mi from hurricane oceanline. on an occupancy category I, condition I enclosed building. of dimensions 45 It by 24 It with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1,33. and the plate grip increase is 1.33 21 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face). see MiTek "Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 41 Gable studs spaced at '-4"0 on center. 5) This truss has been designed for a 10_0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B. UBC-94. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 Ib uplift at joint B. 71 lb uplift at joint H, 17 Ib uplift at joint J, 19 Ib uplift at joint K, 17 lb uplift at joint Nand 20 Ib uplift at joint M. 71 This truss has been designed with ANSlfTPI 1-1995 criteria. 8) Gable end is designed for vertical loads only 91 Design and specification of any bracing required to resist wind loads perpendicular to this gable end is to be done by building designer. LOAD CASEIS) 11 Snow: lumber Increase = 1.15, Plate Increase = 1 .15 Uniform loads (plfl Vert: B-H=-14.0, A-E=.76,O, E-I=-76.0 2) Unbal,Snow-left: lumber Increase = 1 .15, Plate Increase = 1 .15 Uniform Loads (plf) Vert: B-H=-14.0, A-E=-91.0, E'I=-16.0 31 UnbaI.Snow-Right: Lumber Increase = 1 .15. Plate Increase = 1 .15 Uniform loads (pill Vert: B-H=-14.0, A-E=-16.0, E-I=-91.0 \'111111 111/",.(;... ,\" ,,00 AEGISJ: ~'l. ~ C~.....--...(~~ ~ 0" ....1~N E. -.. ~ :.:.. :::'v ..,v., ~O'.O-;. :: :f') +. -:. :: . ~ :: :: : No. 2817& : :: :: . . .:: - .. . ... :. ..., -. .. (t- ;: -:;.~. . "'''~ ~ 0.. ... :'''..~ ~;.('~.. ..\-..~. JO,....'~ ("".. '(:.<:o:o.--:\\\: J"/. v, _ \' ~ I. i/JJJ!iil;\ . June 15,2000 A WARNING. ver(N de..... paramete,.. and READ Nor.ES ON TBIS AND uvzass SW.E BUORS usa. Design valid tor uw only wnh Mnek connectolS. This design Is based only upon pCllameteJl snown, and Is 101 an individual buldlng componenl to be Installed and Iooded ...eltlcally. Applicability 01 deslgn paramete'l and pi'oper Incorpolatlon 01 component Is lesponslblllty 01 buldlng deslgnef - not truss deslgnel, Bracing shown II 101 Iatelal.uPpolt ot individual web membell only. AddnlonallempololY b1aclng 10 Insule stablllv during conslluctlon Is the lesponslbUltyof lhe elector. Additional pelmanenl bracing of the ovelaO stluctule II the responslblny of the building deslgne" Fel genelal ...uldance reQordlng fabrication, quality contloL .tOla..... dellvelY, election and bracln..., consun QST-aa QualltV standard. DSI-a9 IfClclf"lg Spec:IflcClfIon. and HII.91 Handling lnafalllng and IfClClng Recamm-.dCllIan avanable 110m TrUll Plate Instnule, 683 O'Onofllo Olive, Madison, WI ei3719, Idl~ MiTek~ lJob --- rruss~-- ~T'U" - 13963 GOl KINGPOST AdVanced omponellfSystems. lafayette, Cu .----.-~(jtv-[Pry 1 1 4.200 S lVISY L ~ LVVV lOAD CASEIS) 41 UBC: lumber Increase = 1.25, Plate Increase = 1.25 Uniform loads (plfl Vert: B-H=.34.0, A-E=.16.0, E.I=.16,O 51 Wind left: lumber Increase = 1 .33, Plate Increase = 1.33 Uniform loads (pHI Vert: B-H=-14,O, A-B=43.7, B-E=18.0, E-H=22.0, H-I=47,7 Harz: A-B=-59.7, B-E=-34.0. E-H=38.0, H-I=63.7 6) Wind Right: lumber Increase = 1 .33, Plate Increase = 1.33 Uniform loads (pIll Vert: B-H=-14,O, A.B=47.7. B-E=22.0. E.H=18.0. H-I=43,7 Harz: A-B=.63.7, B-E=-38.0, E-H=34.0, H-I=59.7 7) 1 st Wind Parallel: lumber Increase = 1 .33, Plate Increase = 1 .33 Uniform loads jplf) Vert: B.H=-14,O, A-B=47.7. B-E=22,O. E-H=22.0. H-l=47.7 Horz: A-B=-63.7, B-E=-3B.O, E-H=38.0. H-I=63.7 KENDAll 81 2-8TORY DUP~ {ootional! -. III ek ndustnes, Inc. I hu Jun 15 09:41 :UU 2000 Page 19824 A WARlVlNG. Vcr(fg de... pa.nunctcn: GAd READ NOT&S ON TIDS AND Ml'ZRSB sm. BaroRJ: VU. DeslQn valid 101 use only wlh MlTek connecloft. Thll design Is based only upon palameters Ihown, and II fOf an individual building component to be Inslalled and loaded velflcafty, Applcablllly of design palameten and p1Opellnc04'polallon of componenl Is 'Mponslb.lly 01 building deslQnel . nollruss designer. Bloclng shown II fOf Iolerol SUPPOlt of individual web membels only, Addlllonol tempolary b10elng 10 Insu'e stoblllly dUllng constlucllon Is Ihe responslblllfv 01 the e,ectol. Addlllonol pelmanent bloclng 01 the ove'o. structur. " the lesponslblltly 01 the building deslgnel. Fa, genelol guidance leQordlng lobllcatlon, quoUly conllol. sloroge, delivery, erection and bloclng. consull QST.aa Quallly standard. 051.19 lraclng Specllcatlon, and HII-91 HandllnO Installing and lraclng Recomm~atlon available flom Tluss Plote Instllul., 683 D'Onolrlo Drllle, Modlton, W153719. Mile MiTeke 13963 G02 .~T,""oype- FINK La ayette, CO __n_~-2J:I~oo- KEi'lriAIL Job - ~- IrusS:- 1982 AavanEeirComponent ystems, (0 tional) 1 ek n ustnes, nc. u un aga r1-o-OI '40 6-2-6 6-2-6 11-0-0 4-9-10 1~9-'0 4-9-10 22-0-0 8-,-6 f~1 1-0-0 Scale: 1/4" 3x4 = 5.00 fiT I J H /:/lll K L F E/--::::::: o / / ~-::..- G //"'i'- / ~./ M N -~" o .~. C ....A 6 ..- ~ (::::~;- -~ ;. , , .~::: >-;.. ~~~{;. .)~. ;~~ . ~;t. ~ " . ';~.. 3x4 = AG AF AE AD AC AS AAZ Y X 5x6 -- w v u T 3x4 = _.__.!-..Q:Q..... 8-0-0 14-0-0 8-0-0 .~_.-j 22-0-0 8-0-0 Plate Offsets (X, V): t~.:0-.?:9~.ligel. IX :0-3-0,0-3-01 LOADING (psfl SPACING 2-0-0 CSI DEFL ;n (loci Ildef! TClL 30.0 Plates Increase 1.15 TC 0.11 Vert(LU n/a n/a TCDL a.O Lumber Increase 1.15 ac 0.03 Vert(Tl) 0.00 S >999 BClL 0.0 Rep Stress Incr YES wa 0.06 HorzlTlI .0,00 B n/a BCDl 7,0 Code UBC/ANSI95 (Matrix) 1st lC lL Min I/def! = 240 PLATES GRIP M20 197/144 Weight: 84 Ib LU MBER TOP CHORD BOT CHORD OTHERS 2 X 4 SPF No,2 2 X 4 SPF 1650F l,5E 2 X 3 SPF Stud BRACING TOP CHORD BOT CHORD Sheathed or 6-0-0 oc purlins, Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/sizel X = 121/22-0-0, A= 197/22-0-0, B = 197/22-0-0, T = 212/22-0-0, U = 85/22-0-0, V = 127122-0-0, W= 119/22-0-0, Y= 122/22-0-0, z= 85/22-0-0, AG = 212/22-0-0, AF =85/22-0-0, AE= 127/22-0-0, AD = 119/22-0-0. AC = 121/22-0-0, AB= 122/22-0-0, AA=85/22-0-0 Max Harz X =-19(1oad case 5) Max UpllftX = -21 (load case 71. R=-59(load case 71. B =-59(1000 case 71. T = -16(1oad case 5). U =-23(1oad case 51. V =-18(1oad case 51. W = -20(load c 51. Y =-17(load case 51. AG=-16(load case 61. AF=-23(1oad case 61. AE =-18(load case 6), AD =-20(load case 61. AC=-21 (load case 71. AB=-17(Joad case 61 Max Grav X=140(load case 31. R=231(1oad case 31. B=231(1oad case 21. T=246(load case 31, U=100(load case 3l. V = 148(load case 31. W=139(1o case 31. Y = 146(1oad case 31. Z= 97(load case 31. AG = 246(1oad case 21. AF:;;o 100(load case 21. AE= 148(1oad case 21, AD= 139(1oad case 21. AC=140(load case 2), AB=146(load case 21. AA=97(1oad case 21 FORCES Ub) - First Load Case Only I TOP CHORD A-B = 27, B-C = 31. C.D ::=.36. D-E= 13, E-F =-28, F-G'" 11, G-H = 11, H-I = 11, l-J =-17, J-K =-17, ~L=-28, L-M=-28, M.N=-28. N-0=.28, O-P=-26, P-Q=-36, 0-R=.49, A.S=27 i BOT CHORD B-AG=8, AF-AG=8, AE-AF=8, AD-AE=8. AC-AD=8, AB-AC=8. AA-AB=8. Z-AA=8, Y.Z=8, X-Y=8, W-X=8, V-W=8 U-V=B T-U:08 A-T=8 WEBS 0-T"'-170, P-U":-77, 0-V=-105, N-W=-101, M-X=-102, L-Y=-102. K.Z=.71. C-AG=-170, D-AF=-77. E-AE=.105. F-AD=-101, G-AC=-102, H-AB=-102. I-AA=-71 NOTES 11 This truss has been designed lor the wind loads generated bV 85 mph winds at 22 it above ground level, using 8.0 psf top chord dead load end 7.0 psi bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category I. condition I enclosed building. of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 II end verticals or cantilevers exist. \I\U""""'( they are exposed to wind, If porches exist. they are not exposed to wind. The lumber DOL increase is 1,33, and the plate grip \' /, increase is 1.33 ",\\ 0.",00 HE(lIS/: //.-;..; 21 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiT ek ~ C~...,," t.......... (:r. ~ wStandard Gable End Detail~ ......,...,"'V .. I1CN ( ~ "0 ~ ..~ ."'-J.'J'." . tt ",'0-':' 31 All plates are 1.5x4 M20 unless otherwise indicated. ~ () :1...""<1 0,-::' 41 Gable requires continuous bottom chord bearing. -- (. + - - 51 Gable studs spaced at 1-4-0 on center. .::: : '? .. :: 61 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B.:: : N -817r : :: UBC-94, :: ~ . y, (:" u : .:.;: 71 Provide mechanical connection (by others I of truss to bearing plate capable of withstanding 21 lb uplift at joint X, 59 Ib uplift et:' . ;:: joint R. 59 Ib uplift at joint B. 16 Ib uplift at joint T, 23 Ib uplift at joint U, 1 B lb uplift at joint V, 20 lb uplift at joint W. 17 Ib 0;. ..0 -. ~ -...; uplift at joint Y, 16 Ib uplift at joint AG, 23 Ib uplift at joint AF, 18 Ib uplift at joint AE. 20 Ib uplift at joint AD, 21 Ib uplift at joint -;. ~O '. . '~.$ AC and 17 Ib uplift at joint AB. ~ ;,('~.. '.. ," \;~... .~. 8) This truss has been designed with ANSI/TPI 1 1995 criteria. ~ ,~..; . 't> ,",:",\ '//1 . \" II 'JJ ~!,il\\ .. LOAD eASElS) 1) Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-J -76.0, J-S -76,0, B-A -14.0 A WARNING - v_rtnr cLr.tp pArcunetcra and MAD NOTSS ON Tm& AND Dl'BRS& SW~ B&FOR& USB. DeslQn volld lor use only w"h MrTek connectors. Thll design II based only upon paJametell thown. and II tor an individual building component 10 be Inslalled and loaded vertically. Appllaabllllv of design porometell and pJoper IncorpoJatlon of component IIletponsblltV of building deslgne' - not Ilust deslQner. Blaclng shown II lor Ialeralsupporl ollndlvlduol web membeis only, Add"lonal tempolalV b1aclno to Insure stabl"y during constluctlon II the lesponslbllltv of the elector. Add"lonol permanent bracing 01 the ovelal stnJCtwe .. the lesponslblllly 01 the bulk:llng deslQnel. FOI general guidance legoldlng labllcatlon, quoH1V control. storage, dellvelY, erection and b1ocing, consu" QST-aa Qual"y S1andatd, DSI-19 Bracing Specification. and HII-91 HandlIng Installing and Bracing Recommendation available from TlulI PIote Insmute, 683 O'Onoll1o Olive, Madison. WI63719, Mile MiTeke <::63 d c-I~:' mm__ '~:~:dype ~nce omponellt Systems, lafayette, CO lOAD eASElS) 2) Un~aI.Snow-left: lumber Increase = 1.15, Plate Increase = 1.15 UnIform loads (pit) Vert: A-J=-91.0, J-K=-91.0, K-S=-16.0. B-R=-14.0 3) UnbaLSnow-Right: Lumber Increase = 1 .15, Plate Increase::: 1 ,15 Uniform loads (plfJ Vert: A-I=-16,Q,I-Jo:=.91,Q, J-S=-91.0, 8-A=-14.0 41 UBe: Lumber Increase = 1.25. Plate Increase = 1.25 Uniform Loads (pill Vert: A-J=-16.0, J-S=-16.Q, 8-R=-34.0 51 Wind Left: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (pill Vert: A-B=43.7, B-J=18.0, J-K=18,Q, K-R=22,Q, R-S=47.7, B-R=-14.0 Harz: A-B=-59.7, B-J=-34.0, J-K=34.0, K-R=38.0, R-S=63.7 6) Wind Right: lumber Increase = 1 .33, Plate Increase = 1.33 Uniform Loads (pIt) Vert: A-B=47.7, B-I=22.0,I-J=18.0, J-R=18,O, R-S=43.7, B-R=-14.0 Harz: A.B=.63.7, 8.1=-38.0. I-J=-34,O, J-R=34.0, R-S=59.7 7) 1st Wind Parallel: Lumber Increase = 1 .33, Plate Increase = 1.33 Uniform loads (pill Vert: A-B=47.7, 8-J=22.0, J-R=22.0, R-S=47.7, B-R=-14.0 Horz: A.B=-63.7, B.J=-38.0, J.R=38.0, R-S=63.7 6tY-- -Piy~- 1 1 4.200 , May 2 2000 IffiIllAIT'SI,."u, ' DUPl", ontional) - iTek Industries. inC. Ihu Jun 15 09:41:0-~age 1982 4 = A WARNING. V.rmr ."p. pca.rcunet.,.. ancI R&AD NorsS ON TJIJS AND RBVERSE swa: BBJI'ORB USE. o~lgn valid fol use only with MITek connectors. Thll design II based only upon parameters thewn, and II 101 an individual building component to be Inslolled and loaded vertically, AppllcabRIfy of design palamete" and p1opellncorporatlon of component II lesponsbllly of building designer - not tlUSS dMlgner, alaclng shown II lor Iate/ol SUppalt of individual web member. only, Additional temporalY bloclng to lNule stabllty dU11ng construction II the responsibility of the ereetol. Additional pelmanent bloclng 01 the overaU stluclure 11th. responslbUIfy of lhe building designer. Fal genelol guidance regOldlng fabrication, qually contlat .torage, delivery, erection and bloclng, consult QSl-II Quality stanc:tCll'd, DSI-89 lraclng Specification, and HII-91 Handling Innalllng and lraclng aecommendatlon available 110m Truts Plat.lnslltute, 583 o'Onolrlo Drive, Modllon, WI63719. .I~ MiTek~ I job 113963 fru-s.s-------. Truss Type CitY"' iy--' KENlJALI o G02A KINGPOST DUAL 19824 Advanced omponent Systems, afayette, Os May (0 tionall I ek n ustrles, nc. u un "". 1-1-().-01 '.().-o 5-4-0 ....0 11.()'-0 ....0 2240 1140 p-o-o 1 140 Scale'" 1:4 3)(4 = '" ;ijA 61 B ' rr=~ G H 5,00 [T2 F ~/ E _____/~-:-.-.../ ~'6~~~'// /~ /. AD -------,.-;.-- AC _.//~/. , 0'-- .,"------z::----'" AS -----z: J ". K L ~ '- M ."." N ~ .,:A1SW1Wf:;Th7fr:mw\:. .:~ .,$:::.-::: 4)(4 =- AA z y 4)(10 :::- x w v U T 3)(4 ::::: S R 3)(4 == 1().-8-0 1().-8-0 22-0-0 11-4-0 LOADING (psfl TCll 30.0 TCDl 8,0 Bell 0.0 BCDl 7.0 LU MBER TOP CHORD BOT CHORD WEBS SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1 ,1 5 Rep Stress Incr YES Code UBC/ANSI95 CSI TC 0.54 BC 0,21 WB 0.48 (Matrixl DEFl in (lac) Vert(Lll -0,03 B-AA VertITL) -0.05 B-AA Horz(Tll 0.01 2 1st lC II Min I/defl = 240 Ildell >999 >999 niB PLATES M20 GRIP 197/144 Weight: 86 Ib 2 X 4 SPF No,2 2 X 4 SPF 1650F l,5E 2 X 3 SPF Stud' Except' C-2 2 X 4 SPF No.2 2 X 3 SPF Stud BRACING TOP CHORD BOT CHORD Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing, 10-0-0 oc bracing: B-AA,Z-AA. Except: OTHERS REACTIONS lib/size) 8=475/0-3-8, U=2111-4.0, Z=795111-4-0, Y=.16111.4.0, X =90111-4-0, W=124/11.4.0, V=118/1'-4-0, T=126/11.4.0, $=84111.4.0, R=216111-4-0, P=116/11-4-0 Max Horz B = 19l1oad case 61 Max UpliftB=-104(load case 7), 2=-25(1oad case 61. Y =-98(load case 4). X =-1 (load case 21. W=-25tload case 71. V =-21 (load case 71. T =-19(1oad cas 51. S=-23(load case 7L R=-17(load case 71. P=-50(load case 51 Max Grav B= 556(1oad case 21. U =6(1oad case 41. Z=922(1oad case 21. Y = 21 (load case 31. X = 145(1oad case 31. W= 140(1000 case 31, V = 138{1oad c 31. T = 14 7(1oad case 31. S = 99 (load case 31. R = 249(1oad case 3), P"" 204(1oad case 31 FORCES lib) - First Load Case Only TOP CHORD AS = 28, B.C = -546, C-D =, 62, D-E= 214, E.F = 224, F-G = 265, G-H = 119, H-I = 221, I-J = 231, J-K = 217, K-l=219, l-M=219, M-N=220, N-0=21'. O-P=239, P-Q=28 BOT CHORD B-AA=435, Z-AA=435, Y-Z=-184, X-Y=-184, W-X=-184, V-W=.184, U-V=-184, T-U=-184, ~=-184, R-S=-184 P-R=.184 WEBS C-AD=-672 AC-AD=-655 AB.AC=-684 Z-AB=.686 C-AA=91 G-Z=-389 F.AB=.5 E-AC=.77, D-AD=45, I-Y =-51, J-X =.63, K'W=-107, l-V =-101, M-T =-105: N-S=. 76, O.R=-173 ' ' ! LOAD CASEIS) , 11 Snow; Lumber Increase = 1 ,15, Plate Increase = 1 ,15 Uniform loads (pill Vert: A-H=.76.0, H.Q=.76.0, B-P=-14.0 NOTES 1 I This truss has been designed lor the wind loads generated by 85 mph winds at 22 II above ground level, using 8.0 psf top chord dead load and 7 _0 psi bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category L condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind_ If porches exist, they are not exposed to wind, The lumber DOL increase is 1.33, and the plate grip increase is 1.33 -\\\1''''''''1(. 21 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the facel. see MiTek ,\\"\.00 HEG/.l\~"/';""~ MStandard Gable End DetailM ~, .....~,... ....... ),(:...-~ 31 Design load is based on 30,0 psf specified roof snow load. ~ ~ ".~N ( .. ~;,;.. 41 Unbalanced snow loads have been considered for this design, (UBC section 1638.2) ..~ C ...~1 - . ~ ~... (:)-;. 51 All plates are 1 .5x4 M20 unless otherwise indicated. ~ (j .. A... O..-=. 6) Gable studs spaced at 1-4-0 on center, ~ ...~? +.. -= 71 This truss has been designed far a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B,::: : . = UBC-94. :: : Nu. Z817G : == 81 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 Ib uplift at joint B, 25 Ib uplift at;. . .. ... joint Z, 98 lb uplift at joint Y, 1 Ib uplift at joint X, 25 Ib uplift at joint W, 21 Ib uplift at joint V, 19 Ib uplift 8t joint T, 23 Ib uplift-;. ..0 -.. .. t';t ;: at joint S, 1 7 lb uplift at joint Rand 50 Ib uplift at joint P. ~ ~ ... ..." "~" ~ 9) This truss has been designed with ANSI/TPI 1.1995 criteria. ~ 0,.("; ...." _.:"-" ~"j> ~ ...."-:O''v.\, ~ 4 .A. ,. t. ,\' Z :,!'I.- \., :tliIJJlIHll\\ .. June 15,2000 A WAKlVING . VcrOil' _sign pan:unetcre ami MAD NO'J"BS ON THIS AND Dl'BR&S sm~ B&POU VSS. Design valid for use only wnh MITok connectors, Th. deslOn . based only upon parametol1 Ihown, and . fOl' on individual building component to be Inslofted and loaded vertically, Appllcobllly 01 design palometers and plopellncorpo'atlon of componenl . rospon.lblllly of building deslginel - nof "uss deslgnel, Broclng shown. 101 Iahual support of individual web members only. Additional temporary blaclng to mUle Ifobally dUllng construction II the lesponslbl1lty 01 the elector. Additional pelmanent blaclng of tho overaD s"uctule . the lesponslbllny 01 the building designer, For genelal guidance regordlng fabrication, qualny control. stOlage, dellvelY, election and bloclng, con.un QSY-aa Qualny standord, DSI-a9 'raclng Specification, and HII-91 Handling I""alllng and lraclng Recommendation avaIlable 110m Truss PIote lnstnute, 683 D'Onohlo Drive, Madison, WI53719, MIle MiTeke I Job - -"l"""-- -- 13963 _~~2A KINGPOST DUAL AdvancedComponentsVstems, lafayette, CO fUSS TY"i)e - - ---.~~ aty PIY'-IKE~"'UHY uUrLt^ 1 1 (0 tlooall - 4 200 s May 2 200< 1 ek Industries. Jne. I nu Jun 1 b 09:41 :02 LVUU !"age 19824 LOAD eASElS) 21 UnbaLSnow-Left: lumber Increase"'" 1 .15 Plate Increase -= 1.15 Uniform loads (plf) . Vert: A-H=-91.0. H-I=-91,Q. 1-0;-16,0. B-P=-14.Q 31 Unbal.Snow-Right: Lumber Increase = 1.15, Plate Increase = 1.15 Uniform loads (plf) I Vert: A-H=-16.0, H-Q=-91.0, B-P=-14,Q 41 uae: lumber Increase"" 1 .25, Plate Increase = 1 .25 Uniform Loads (pH) Vert: A-H=-16.0, H-Q=-16.0, B-P=-34.0 51 Wind left; lumber Increase = 1 .33, Plate Increase = 1 .33 Uniform loads (pH) Vert: A-B=43.7, B-H=18.D. H-l", 18.0, I-P=22,Q, P-Q=47.7. B-P=-14.0 Horz: A-B=-59.7, 8-H=-34.0, H-I=34.0, I-P=38,O, P-Q=63.7 6} Wind Right: lumber Increase = 1 .33, Plate Increase:: 1.33 Uniform Loads (plfJ Vert; A-8=47.7, B-G:=:22.0, G-H=18,O, H-P=18.0, P-Q=43.7, B-P=-14.0 Harz: A-B=-63.7, B-G=-38.0, G-H=-34.0, H-P=34.0, P-Q=59.7 71 1 st Wind Parallel: lumber Increase = 1 .33, Plate Increase = 1.33 Uniform Loads (pltl Vert; A-8=47.7, B-H=22.0. H-P=22.0, P.Q=47.7, 8-P=-14.0 Horz; A-B=-63.7, B-H=-38.0. H-P=38.0, P-Q=63.7 it WARNING. V.riIiI cIa"p panurwt.,. and READ NOTSS ON TIllS AND RSl'BRSI: SWl: BUOD USS. DeslcJn valid 101 use only with MlTek connoctOJs, This design Is based only upon paramet.rs thewn, and If lor on IndMd~1 buIlding component to be Installed and loaded v.rtlcaly. Appl!Gabllty 01 design parameters and propel Incolpol'atlon of component Is responsibility of building deslgnef . not tlUSS deslcJner. 81aclng shown If for Iatefalsupport of individual web members only. Addlllonal tempol'alY blaclng to Insule stablRly during construction Is the respon51blllty 01 the o,octOl. Additional permanent bracing of the oVefal1 ."ucturo Is the lespon.lb~y ollhe building deslgnel. For genelal guidance regordlng fabrlcotlon, quality control. storage, dellve'y, efectlan and blaclng, consult QST-&8 QualltV standard. DSI-1I9 lraclng Specification, and HII-91 Handling Installing and lraclng RecommendaUon available from Truss Plate institute, 683 D'Ooofllo Olive, Madison, WI ~719, .I~ MiTek@ Job- Truss- ----- ] Truss Type '3963 G03 FINK MVanced Component ystems, lafayette, CO --Ir]RE LL 1 1 (0 tlonal) 2 s ay 3 00 I ok n ustnes, 2- 19824 nc. u un aga r1"()"'~ 1-0-0 13-0.0 13-0.0 2740 13-0.0 1""'\ 140 Scale = 1 :57! 4)(4 = G I / H ______-----:>-- ..---;;/ K J // ~--j L 5,00 112 M N , '-",- -. -" o -. -....... -,~ -"'- p F __/~ ,^,/.y~d~.. ~ c/-_m[mmrnmnfn...~~~::J~illtlliill*~w:~dBB~ml1B.mn~tt&'WKft"i-:';':':02v. ~ 3)(4 :::-; AM AL AK AJ AI AH AG AF AE AD AGB AA Z -- Q -..::..~ R ~ S --.::::---. TU'" I;;; <I y x w v 3x4 - 3x4 ::;- 27-0-0_ 27-0-0 A T = 240 IJdefl n/a >999 n/a PlA lES GRIP M20 197/144 lOADING (pst) TeLL 30.0 TCDl 8.0 BeLL 0.0 BCOl 7.0 LUMBER TOP CHORD BOT CHORD WEBS OTHERS SPACING 2-0-0 Plates Increase 1 .15 lumber Increase 1 .15 Rep Stress lncr YES Code UBC/ANSI95 CSI Te 0.11 BC 0,03 we 0.10 (Matrixl DEFt in Vert(lLj nla Vert(TL) 0.00 Harz(TLI 0.00 18t lC LL Min l/dell lIocl Weight: 108 Ib 2 X 4 SPF No.2 2 X 4 SPF 1650F 1.SE 2 X 3 SPF Stud 2 X 3 SPF Stud BRACING TOP CHORD BOT CHORD Sheathed or 6.0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS lib/size) B'" 199/27-0-0, AC '" 4/27-0-0. V'" 212/27-0-0. W", 85/27-0-0. X'" 127/27-0-0. V = 119/27-0-0. l = 120/27-0-0, AA"" 120/27-0-0, AS= 116/27-0-0, AD = 126/27.0-0, AM = 212/27-0-0, AL =85/27-0-0, AK = 127/27-0-0. AJ"" 119/27.0.0, AI"" 120/27-0-0. AH "" 1 20127-0-0. AG = 119/27-0-0. AF "" 127/27-0-0 Max Horz B=-24{load case 5) Max UpliftB = -53{load case 71. V:::; -16(load case 51. W = .23(load case 51. X = - 1 SlIoad case 71. Y::; -20(load case 7L Z = - 1 9(load case 5). AA = -19(load case 71. AS"" -2a(load case 71. AD = -6Hoad case 51. AM = -1611000 case 6}. Al =-23(1oad case 61. AK =-18(1oed cese 71. AJ =-20Uoad case 71. AI =-19{1oad case 6), AH =-19UoOO case 71. AG=-24(1oad case 7), AF=-6(1oad case 6) Max Grav B=232(1oad case 21. AC=9(load case 41. V=246(1oad case 31. W=1001l0ad case 31. X=148(loOO case 3) . Y=139(load case 31. l=140(load case 31. AA=140(load case 3}, AB=136(1oad case 31. AD=151(1oad case 31. AM = 246(1oad case 2l. AL=100(load case 21. AK=148(1oad case 21. AJ = 139(1000 case 21. Al = 140(load case 2}, AH = 140(load case 2), AG = 1 40(load case 21. AF = 152(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B= 28, B-C = 24, C-D =-42. D-E=-32, E-F =-34, F.G =-34, G-H =-34, H-I =-34, I-J = 5, J-K =-36, K-L=-36. L-M=-34, M.N=-34, N-0=-34, 0-P=-34. P-Q=-34, Q-R=-32, R-S=-42, $-T=-55, T-U=28 BOT CHORD B-AM=13, Al.AM=13, AK-AL=13, AJ-AK=13, AI-AJ=13, AH.AI=13, AG-AH=13, AF.AG=13, AE-AF=13, AD-AE=13. AC-AD=13. AB.AC=13, AA.AB=13, Z-AA=13, V-l=13, X-Y=13, W-X=-13. V-W=13, T-V=l3 WEBS S-V=--170, R-W=-77. Q-X"".106, P.Y=-101, 0-l=-101, N-AA=-10l, M-AB=-101, L-AD=-107, C-AM=.170, D-AL= 77, E-AKo:;-106, F.AJ=-101, G-AI=-101, H-AH=-101, I-AG=.101. J-AF=-107, K-AE=-106 NOTES 1) This truss has been designed lor the wind loads generated by 85 mph winds at 22 ft above ground level, using 8.0 psf top chord \~\\U'''''''',,/. dead load and 7.0 psf bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category I, condition I \\' . \)0 HEGIt\ '~~ enclosed building. of dimensions 45 It by 24 It with exposure C ASCE 7.93 per UBCIAN$195 If end verticals or cantilevers exist, ~'\ C~~ .......... ')1'(. ~ they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip ~::v .....~N (...... ~ -9-^~ increase is 1.33 .::;: (:) ."~.l ~ .. '0 -.;:. 21 Truss designed lor wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek ~ (j:~ o...-:=. "Standard Gable End Detail" .:;: . r., + .. -; 3J All plates are 1.5x4 M20 unless otherwise indicated. ::: : : ~ 41 Gable requires continuous bottom chord bearing, :: ~ No. 2817G : __ 5) Gable studs spaced at 1-4"0 on center. ; .. .. ':: 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with allY other live loads per Table No. 16-6, -:. ..0... .. Q: ;;:: UBC-94. -:;. ~.... ..1. J~ 7J Provide mechanical connection {by others I of truss to bearing plate capable of withstanding 53 Ib uplift at joint B, 16 Ib uplift at ~ 0,.(" .. ~. .." ..... "...."j> joi~t V, ?~ Ib uplift at joi~t W, .1 ~ Ib uplift at joint. X, 2~ .Ib uplift at joint Y,. 19 !b. uplift at joint Z, .19 Ib, l!plift at joint AA., 28 Ib ~:ct.$' .. ~ '-:-:, -' \\.,.. uplift at Jomt AS, 6 Ib uplift at JOint AD, 16 Ib uphft at JOint AM, 23 lb uplift at Jomt AL, 18 lb uplift at Jomt AK, 20 lb uplift at '.....I'/. left. (. .,~\ joint AJ, 19 lb uplift at joint AI. 19 Ib uplift at joint AH, 24 lb uplift at joint AG, 6 Ib uplilt at joint AF and 53 Ib uplift at joint T. 'Ii JJ~"" \\\. 81 This truss has been designed with ANSI/TPI 1-1995 criteria. .1' June 15,2000 LOAD CASE(S) A WARNING - vertfJI a.p pclnuneters and READ Naf&S ON TBlS AND DVBRSB SID& SaroD USE. Des,,",n valid tol use only with MlTek connectors. Thlt design II based only upon paramelers shown, and It to. an individual buldlng component to be Installed and loaded vertically, Applicability of design palameters and plopef incorporation 01 component II lesponslblllly 01 buldlng des,,",ne. - not truss designer. Bracing shown II fOl Ioteral support 01 individual web memberl only. Additional temporary bracing to Insure stablllly durlllg construction lithe lesponslbnltyof the erectOl', Additional permanent bracing of the ove.al structure II the respon,lbllly ot the building deslgne.. For genelal guidance regarding labrlcatlon, Quollty control storoge, dellve.y, erection and bracing, consult QST.aa QualltV standard. D51.89 lraclng Specification, and HIB.91 Handling InstalUng and lraclng Recomm..-w:tatlon avalloble 110m lruu Plale lflstllute. 583 D'Onofrio Drive, Madison, WI 63119, Idle MiTeke iJob Truss russ vp. tv v 13963 G03 FINK 1982 vane omponentSystems, (0 tional) a ayette, . .v I ek n ustnes, nc, u un ag. LOAD CASE(S) 11 Snow; Lumber Increase:: 1.15, Plate Increase = 1.15 Uniform Loads (pIt) Vert: B+T=-14,O, A-K=-76.Q. K-U=-76.0 21 UnbaI.Snow-Left; Lumber Increase = 1 ,15, Plate Increase = 1.15 Uniform Loads (pill Vert: B-T=-14.0, A.K=-91.0, K-U=-16,O 3) Unbal.Snaw-Right: lumber Increase = 1 .15. Plate Increase= 1.15 Uniform Loads (pH) Vert; B-T=-14.0, A-K='16,O, K-U=-91.0 4) UBe: lumber Increase = 1 .25, Plate Increase = 1.25 Uniform Loads (plO Vert; B.T=.34.0. A.K=-16.0, K-U=-16.0 5) Wind left: lumber Increase = 1 .33, Plate Increase = 1 ,33 Uniform loads (pIt) Vert: B-T=-14.0, A-B=43.7, B-K=18.0. K-T=22.0, T-U=47.7 Harz: A-B=-59.7. B-K=-34.0, K.T=38.0. T.U=63.7 61 Wind Right: lumber Increase = 1 .33. Plate Increase = 1 .33 Uniform loads (pIt) Vert: 8-T=-14.0, A-B=47.7, B-K=22.0, K-T=18.0, T-U=43.7 Horz: A-B=-63.7, B-K=-38.0, K-T=34.0, T-U=59.7 7) 1st Wind ParalleL lumber Increase = 1 ,33. Plate Increase = 1.33 Uniform Loads (pltl Vert: B-T=-14.0, A-B=47,7, B-K=22.Q, K-T=22.0, T-U=47.7 Harz: A-B=.63.7, B-K=.38.0. K-T=38.0, T-U=63.7 A WARNING - Vertlildestgn panunet.,.. ancI READ Nan;S ON TlfJ8 AND RBl'BRS& SID!: BEFO.R& USII:. Design valid for use only with MIlelt connectors, This design Is based only upon parameters Ihown. and II tor an indIVIdual building component 10 be Inslolled and loaded verllcaly. Appllcabllty 01 design polomelers and propel incorporation 0' component Is letpOllslbllly of building designer - not I,uu designer. Bracing shown Is 101 latefol,uppolt of individual web membels only, Additional temparalY b1aclng to mUle slobalty during construction Is the responslblllly 01 the e,ectol. Additional pelmanenl bloclng 0' Ihe overaD sllucture Is the lesponllblllty 01 the building designer. For genelal guidance regaldlng 'abrlcallon. quallly conllol. storage. delivery. efec:tlon and bloclng, consult QST.aa Quality standard. DSI-19 tracing $pec:lftcatlon, and HII-91 Hondllng Instolllng and tracing Aecomm..-w:latlon available tram Truss Platelnstltule, 683 o'Onolflo Drive, Madison. WI63719, 1118 MiTek8 [Job 13963 iruss - U "trUSSl ype--- -.- Ow Piy- KENDALL S I 2-STOR L 19824 G04 JACK dvanc omponent ystems, a ayene, Os ay (0 tional) l ek n ustnes, nc. u un age -140 1-0-0 7-0-0 '-0-0 Scale = 1:2 , 1,5x4 II G 1.5,\(4 II F 5,00 [12 1.5,\(4 II E 1.5,\(4 II o C,.....//,/ ~/'~ n........---/ /'--_.......---/---;//~ B .......--- ,/' /,/ 1.5,\(4 II 1.5,\(4 II 1.5,\(4 II 1.5x4 11 } r r ~~;~I~~-(~~fl- TCLL 30.0 TCDL 8.0 BCLL 0.0 aCOl 7.0 LUMBER TOP CHORD BOT CHORD OTHERS ___J-.:Q:Q_ 7-0-0 SPACING 2-0.0 Plates Increase 1.15 Lumber Increase 1 .1 5 Rep Strc5S Incr YES Code UBC/ANSI95 CSI TC 0.09 Be 0.00 WB 0.05 (Matrix) DEFl in (loci Vert(LL) n/a Vert(TLI 0.00 Horz(Tl) 0.00 1 st LC LL Min IIdefl = 240 A I/defl n/. >999 n/. PLATES M20 GRIP 197/144 Weight: 24 Ib 2 X 4 SPF NO.2 2 X 4 SPF No.2 2 X 3 SPF Stud BRACING TOP CHORD BOT CHORD Sheathed or 6.0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/sizel 8=17817-0-0, H=017-0-0, L=17317-0-0. K=75/7-0-0. J=11517-0-0,1=47f7-0-0 Max Horz a:= 131110ad case 51 Max Uplift8=-48(1oad case 51. l =-57(1oad case 31. K=-33(1oad case 51. J = 43(load case 31. 1= 10Uoad case 51 I FORCES (Ibl _ First load Case Only TOP CHORD A-B=27, B-C=40, C-D=-28, D-E=21, E-F=12. F-G=-2 BOrCHORD B-L=O. K-l=O. J-K=O,I-J=O. H-I=O WEBS C-l=-173, D-K=.75. E-J=-115. F.I=.47 NOTES 1) This truss has been designed for the wind loads generated by 85 mph winds at 22 ft above ground level, using 8,0 psi top chord dead load and 7,0 psI bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category l. condition I enclosed building. of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind, The lumber DOL increase is 1.33, am:! the plate grip increase is 1.33 21 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the facel. see MiTek flStandard Gable End Detail" 31 Gable requires continuous bottom chord bearing 41 Gable studs spaced at 1-4-0 on center. 51 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ii lie loads per Table No. 16-B. UBC-94. 61 Provide mechanical connection (by othersl of truss to bearing plate capable of withstanding 48 lb uplift at joint S, 57 tb uplift at joint l, 33 lb uplift at joint K, 43 Ib uplift at joint J and 10 lb uplift at joint I. 71 This truss has been designed with ANSlrrPl 1-1995 criteria. lOAD eASEtS) 11 Snow: lumber Increase = 1 ,15, Plate Increase = 1 .15 Uniform Loads jplfl Vert. A-F=-76 0 F-G=-160 21 USC: Lumbe~ Increase';" 1.25. Plate'lncrease= 1,25 Uniform Loads (pin Vert: A-G=-16.0 3) Wind left: Lumber Increase = 1.33. Plate Increase:= 1 .33 Uniform loads (pIll Vert: A-B=43.7, B-F=22.0, F.G=-16.0 Harz: A-B=-59.7. B-F=.38.0 41 Wind Right: lumber Increase = 1 .33, Plate Increase = 1.33 Uniform loads (pitt Vert: A.B=47.7. B-F=18.0. F-G=-16.0 Horz: A-8=-63,7. B-F=.34.0 51 1st Wind Parallel: lumber Increase = 1.33. Plate Increase = 1 'lI\1I""'''~, ,,\~,,\)O REGfSt~"~ ~~ C~"..".". (~~ ~ ,,'V ....1eN €. o. ~ ~ ......(:t.<(, ~ .0- ~:~ o. ~ :;: :(., +.. -= ::: . . :: - . Nu.2817G .: - ; ':. . :: - . . r- , ~..o. ,~~ ~-)>O'" ,..1,",~ ~ :.<"1" 0, ':"" .... ~........ "-l~. .. 't~. ~\'\\.\" q// ~ I" I. i '1:&;\' ,33 A WARlVING. Vcr(fg ckRgn pa,wndcn cuuI HEAD NOT4S ON THIS AND M~ SID. BUOU t1S&. Desk;Jn lIalld 101 use only with MlTek connectors. This design II bosed only upon palamelelllhown. and Is tot an individual building componenf to be Installed and loaded vertically. Applicability ot design palametel$ and plopellncolpo,a11on of component II ,esponslbllty 01 building desk;Jnel . not Iru" desk;Jner. Blaclng shown II fot Ioteral support of Indlllldual web members only, Additional tempofary bloc1n; to Insure stabll/ly dUllng construction II the responslbllltv 01 the ereetol. Additional pelmanenl bloclng 01 Ihe ove,al struetur. Ie Ihe lesponslblllty 01 the building deslgnel. fo, general guidance l&gordlng lobllcatlon, quality cont,oI, storage, delivery, erection and blaclng. consult QST-ea Quality standord, DSI-a9 IlGclng S~lftcoflon. and HII-91 Handling Installing and lraclng Recommendation ovallable flom T,u" Plote Inslltute, 683 D'Onolrlo Drive, Madison. W153719. Idle MiTeke i~::63 - -~::' -- --[~~~.: Typ, Advanced Component Systems. Lafayette, CO .---'Ci~Tf5lY--- KE 2.510HY OUPLEX 19824 lontionall 4.200 s May 23 2000 liTek Industries, Inc. ThuJunlOU9:4' :u"" LUUU t'age lOAD CASEIS) Uniform Loads (pltl Vert: A-B=47.7, B-F=22.0. F.G=-16.0 Harz: A-B=-63.7. B-F=-38.0 i A WARNING. Ver(fy ck.tgn pa.nund.... an.d READ Nar~B ON TBlS AND MVBRSB SID!: DaroU UK. DeslQn valid 101 use only with MlTek eonneelolS. This design Is based only upon po,ome'ellllhown, and Is fOI an IncUvlduol buldlnO component to be Installed and loaded vertically. Applcoblllty of design palomo.." cnd Pfop6f incorporation 01 component II ,esponslblllty 01 building deslQne' . nol truss deslQner. Bloelng shown II for Iot.,atlupparf ollndlvldual web members only. AddltlonollemporoJy bfoclnQ 10 Insure stability during constlucllon Is the lesponslbllltyof the .,eclOf, Additional permanent bracing 01 the ovola. st.uclul4t 11 the responsibility of the buRdlng deslgnel. FoI generol guldonce legordlng lobllcaflon, quality contro~ ItorClQe, delivery. .,ectlon and bracing. consul! QST-Y QualltV standard, DII.1I9 'racing S~lfIcatlon. and HI'.91 Handllngll'\lfalllng and Iraclng Recommendation avaloble 110m TIU" Plate institute. 583 O'Onofrlo Olive, Madison. WI 63719. MIle MiTeke rJob ~u,,--- :I'U"TVP' 13963 G05 JACK Advanced ompone-ntSystems, la ayette, CO =:n--- tv IV 1 1 , s ay 0 I'lITh 19824 (0 tional) I e n ustnes, nc. U un ag. .1-<Hl 1-0-0 3-<Hl ,...0 1.5x4 11 C/!] / Scale = 1:10 E I ; , l~ A r 1/ 5,00112 ~~ / ~- ./' / B ,~/ 2x4 = 1.5x4 II f-. ~(H) ~Q.O lOADING (pst) TCll 30.0 TCDl 8.0 BCll 0.0 BeDL 7,0 lU MBER TOP CHORD BOT CHORD OTHERS SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI9S eSI TC 0.11 BC 0.06 WB 0.03 (Matrix) DEFL in (Ioc) Vert(llJ nla Vert(Tll 0.00 Horz(Tll 0.00 1st lC lL Min I/dell = 240 A I/defl niB >999 niB PLATES M20 GRIP 197/144 Weight: 9 Ib 2 X 4 SPF No,2 2 X 4 SPF No.2 2 X 3 SPF Stud BRACING TOP CHORD BOT CHORD Sheathed. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/sizel B=- 205/3.0-0, E=-31/3-0-0, F =- 172/3-0-0 Max Horz B= 77(load case 51 Max UpliftB = -59(load case 41. E =- 75(1oad case 21 FORCES (Ib) - First load Case Only TOP CHORD A.8=-27, B.C=-27. C-D=-10 BOT CHORD B-F=O E.F=O WEBS C-F=-.;14 NOTES 11 This truss has been designed for the wind loads generated by 85 mph winds at 22 It above ground level, using 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 999 mi from hurricane oceanJine, on an occupancy category I. condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per UBCfANSl95 If end verticals or cantilevers exist, they are exposed to wind. II porches exist, they are not exposed to wind. The lumber OOL increase is 1.33, al'lt1 the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the facel. see MiTek ~Standard Gable End Detail ~ 31 Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4.0 on center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8. UBC-94. 61 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 59 Ib uplift at joint Band 75 Ib uplift at joint E. 7) This truss has been designed with ANSI{TPI 1-1995 criteria. lOAD CASEIS) 11 Snow: lumber Increase =- 1 .15, PLate Increase = 1.15 Uniform loads lplfl Vert: A.D=-76.0, B-E=-14.0 2l UBC: lumber Increase=- 1.25, Plate Increase = 1.25 Uniform loads (plf) Vert: A-D=.16.0, B-E=.34.0 3) Wind Left: Lumber Increase = 1 .33, Plate Increase =- 1 .33 Uniform loads (pi f) Vert: A-B=43.7, B-C=18,O, C-D=-47.7, B-E=-14,O Horz: A-B=--59.7. 8.C=-34.0, C.O=-63.7 41 Wind Right: lumber Increase = 1 .33. Plate Increase =- 1.33 Uniform loads (pi!) Vert: A-B=47.7. B-C=-22.0, C.D=-43.7, B.E=-14.0 Harz: A.B=-63.7, B-C=-38.0, C.D=-59.7 51 1 st Wind Parallel: Lumber Increase =- 1 .33, Plate Increase = 1.33 .\\11""""', ". 0 HE "" ~,\\ "",'i> GIS, ".</. * c~ ....... (Lt.~ ~C".-:I\Stll:'. "':~~ :::c.i ."<(, ~O'..O-::. ~ .. "'- ....L- ~ .0 r. : :: . ~ :: - . . - - . Nu.2817G . - ;. ~ : :: - . . Q: .... -::'..0 '" .. Ct.; ~ ~~ "'.. . .', '" ~ 0,.(".. . , .." ~ '(':(\"'. "'~ . . ~. ~/. '~S C. .-:0.. .\\' '//1 ~. \\" I ,1 J~H. \ . une 15,2000 A WARNING _ Verify de.q,n pa.nunete,.. and READ NO'J"SS ON TIllS AND _VERSE sm. BUOU VS&. DeslQn valid lor use only with MlTel( connectors. This de",",n Il baMd only upon palameters lIhown, and Is fOl an indIVIdual building component 10 be Installed and loaded vertically, ApplICability of deslgn palameters and propef incorporation 01 componenllllespanslblllty 01 building deslgnel . not truss desloner. Bracing snown II fOI Iatelalluppart ollndlvldual web memberl only. Addltlo~llemporarv b1aclnQ 10 InIUI. stabllty during conshucllon Is the lespanslbUlty of the .,.cteM, Additional permanent bracing of the ov.,aa st,uctUI. II the IMPOnslb.lty of the building deslgnel. Fel genelal guidance regarding labrlcatlOn, Quality controt stolage, dellve'y, election and blaclng, consull QIT-aB Quality standard. DSI.89 lraclng Specification, and HII.91 Hondllng Indolllng and lraclng Recommendation avaIlable from Truss Plate In,mut., 683 O'Ono"lo Olive, MOdlton, WI53719, MlI@ MiTek@ ~::63n ~~1=~ _.~~~- ~:~: ' ype Advanced Component Systems, lafayette,- CO LOAD eASElS) Uniform Loads (pit I Vert: A-8==47,7, 8-C=22.0. C-O=47.7, B-E=-14,O Harz: A-B==-.63.7, 8.C=-38.0, C-D=-63.7 Qty 1 "'Y 1 C 2." UKY UUPLtX 19824 lontionall 4.200 S lVIay L.,' LVVU I 1Ilek Industries, Inc. In~-JUn lb 09:41:04 2000----Page A WARNING. V.rtfJI u.... pa.rametns cuuI READ Nar&S ONT1fJ5 NfD Ml"BRSS sm~ BUOD VS&. DeslQn valid tol use only wfth MlTek connectors. Thll design II based only upon parameter. Ihown, and .. for on individual buldlnO component to be installed ond loaded vertically, Applcablllty of design paromet." and Pfopel" incorporation 01 eomponenlllresponslblltly 01 building designer. not truss deslgnel. Broelng shown II fOI Iatelal.uppert 01 individual web members only. AddtllonollemporolY bfoclng 10 InSUI. slabllfy during consflucllon 1I1~ ,esponslbUlly 01 the .rectOl', Additional permanent bracing 01 the oveloR .fluelul. II the 'MpOnslbllty of the building deslgnel. FoI genelol guldonce reoo.dlng fobrlcatlon, quollty control stOlage, dellvelY, erection and broclng, consult QIT-ae Quality standcuc:l. DII-1I9 lraclng Spec:lf\Caflon, and HII.91 Handling Inlfalllng and Bracing Recommendation ovalloblelrom TrUll PIote institute, 683 O'OnofJIo Olive, Madison, WI63719, MIle MiTeke -1-0-0 1.0-0 ,,4-0 "4-0 Ow Ply AL 19824 (0 tional) s May 0 , ek n ustnes, no, u un age 10-6-0 11-6-0 5-4-0 1-0-0 Scale = 1:2 pob- --- russ russ ype 13963 TOl KINGPOST Advance omponent ystems, 8 ayette, 4x4 ;::: c 5.00 [12 J ", -,................... ~ -...... '~~....... ..~ o B ~/'.-- E ]~ } I @ 1:1 l~ >~ 3x4 = F 1.5x4 II 3x4 = 5-4-0 "4-0 .---,---+---.--.. ____.JQ:-_8-<l 5-4-0 lOADING (pst) TCll 30.0 TCOl 8.0 BClL 0.0 BCDl 7.0 lU MBER TOP CHORD BOT CHORD WEBS SPACING 2-0-0 Plates Increase 1 .15 lumber Increase 1.15 Rep Stress Incr YES Code UBC/ANSI95 CSt TC 0.57 BC 0.22 WB 0,10 DEFl in (locI Vert(LLi -0.02 B-F VertlTLl -0.03 8-F Horz(TU 0.01 0 1st lC II Min l/def! ::: 240 I/def! >999 >999 nls PLATES M20 GRIP 1971144 Weight: 30 Ib 2 X 4 SPF No.2 2 X 4 SPF 1650F 1.5E 2 X 3 SPF Stud BRACING TOP CHORD BOT CHORD Sheathed or 6-0-0 oc purlins. Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/sizel B == 554/0.3-8, 0 = 554/0-3-8 Max Horz B == 10(load cese 6) Max UpliftB==-9611oad case 7), 0==-96(load case 71 FORCES (lb) - First Load Case Only TOP CHORD A-B=14, B-C=-586, C-O=-586. 0-E==14 BOT CHORD 8-F=537, 0-F=537 WEBS C-F=73 NOTES 11 This truss has been designed for the wind loads generated by 85 mph winds at 22 ft above ground le...el, using B.O psf top chord dead load and 7.0 psf bottom chord dead load. 999 mi from hurricane oceanline, on an occupancy category I. condition I enclosed building. of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBCfANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, ailO the plate grip increase is 1.33 21 Design load is based on 30.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered lor this design. IUBC section 1638.2) 41 This truss has been designed lor a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 51 Provide mechanical connection {by others} of truss to bearing plate capable of withstanding 96 lb uplift at joint Band 96 Ib uplift at joint O. 6) This truss has been designed with AN$I{TPI 1-1995 criteria. lOAD CASE(S) 1) Snow; lumber Increase = 1 .15, Plate Increase = 1.15 Uniform loads (pill Vert; 8-0=-14.0, A-C=-76.0, C-E:::-76.0 21 UnbaI.Snow-left: Lumber Increase = 1 ,15, Plate Increase = 1.15 Uniform loads (pill Vert: B-0=-14.0, A-C=-91,O, C-E=-16.0 3) Unbal.Snow-Right: lumber Increase::: 1 ,15, Plate Increase::: 1.15 Uniform loads (pill Vert: B-0=-14.0, A-C=-16.0, C.E=-91,O 41 UBe: lumber Increase = 1.25. Plate Increase"" 1.25 Uniform Loads (pll} Vert: B.0=-34.0, A.C=-16.0, C-E=-16.0 51 Wind left: lumber Increase = 1.33, Plate Increase'" 1.33 Uniform loads (plfl Vert: B-D=.14.0, A.B=43,7, B-C=1B.O, C-O:::22,O, 0-E=47.7 Harz: A-B=-59.7, B.C=-34,O, C-O=38.0, 0-E=63,7 6) Wind Right: lumber Increase = 1 .33. Plate Increase::: 1.33 \1111111111""'1: "",~,,\)O REGIS/~-:- * C~e......'..(~~ ~ 0" ..,.1<;.1'1 E, '. ~ ~ ,"': .e<<:, .to' a-;:. ,'oJ, e_ ~ :-(") +-. -= == . : :: :: ~ Nu.2817& . :: ::. .. : :: ~ -o..:,~~ ,~. o,"""S ~ 0 . .e ""~ .,.~ . ..0 _,~~ ...... ....,... (\ .. \,j...... ;,..',-: t4. .~' '(,'=" .\\" ~I.: ' , - \\" I'iJ/}:JHil\ . June 15,2000 A WARNING _ V.riJiI cLrdp pa.n:urM't.,.. GncI READ NarES ON THIS AND RBVERSI: SIDE B&JI'ORB USI!:. DeslQn valid 101 use only wfth MITek connectors. Thll design II based only upon palameten shown, and II tOl an individual building component 10 be Installed Qnd Iooded vertically, Applcablllly of design palometel$ Qnd Plopel IncOIpolotlon Of component II responslbMlty 01 building deslQnel - not truss designer, Bracing shown II for Iotelalsupport ollndl\fldual web members only. Addftlonaltempolary b1oc!ng to Insule Ifoblllly dUllng consfluctlon " Ihe lesponslbUltyof Ihe electOl, Additional permanent bracing 01 fhe 0....10" ,tructUI. Is the responslblllly at the buldlnQ de&lgn.l. Fal Q.neral Quldance reQordlnQ tabrlcatlon. Quality controL dOIOge, dellvelY, election and bracing, consult Qsy-aa Quality standard. DSI-S9 lraclnQ Specification. and HII-91 Handling InS1alllng and lraclng Recommendcdlon available 110m lruss PIole institute, 583 O'Onofllo Olive. Madison, WI 63719, .I~ MiTek~ [Job-. .- ----rrruss 13963 TOl russ Iype KINGPOST Advanced Component Systems, Lafayette, CU LOAD eASEtS) Uniform Loads (pit) Vert: B-0=-14.0, A-B=47.7. B-C=22.0. C-0=18,O, O-E=43.7 Harz: A-B=-63.7. B-C=-38.0. C-0=34.0. O-E=59.7 71 1st Wind Parallel: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform loads (plfl Vert: 8-0=-14.0. A-B=47.7, B-C=22.0. C-D=22.0, O-E=47.7 Harz: A-B:=-63.7, B-C=-38.0, C-D=38.0, D-E=63.7 lOW 1 Ply 1 KENDAITlIT 2-STORY DUPLEX 19824 lontional) - . 4.200 s May :2 I 2000 liT ek Industnes, Inc. I hu Jun 15 09:41 :U4 2UVU Page A WARNING _ V.rifIr ct...... pcll"CllMt.,.. cut.eI RKAD NOTES ON TmB AND.RI:VERS& sma BD'OM VS&. DeslQn valid tol UMl only with MlTek oonnecto's. lhll design II based only upon pa,ameterl shown. and II fOl on Indlvldual building component 10 be In,loMed and loaded ve,lIcally, Appllcablllly 01 design palamefe" and ploperlnoorpolallon 01 eomponentll,espons1blllty 01 building deslgne' - nollruS$ deslgnel. Blaclng shown 1110' Iafe,alsuppolf of individual web membell only. AddltlonallempolalY bracing 10 Inlu,e IIabllly during conslluctlon Is the responsibility 01 the electo,. Additional pe,manent b'aclng of the oVelan slluclule lithe lesponslbllly of the building deslQnel. Fa, general guidance leQordlng labllcaflon, Cfually conllol. sforage. delivery. erecflon and b,oclng, ConlUIt Qsy-aa QualltV standard. 051-89 Iraclng Specification, and HII.91 Handling Installing and lraclng Recommendallonavalk:lble flom lIuII P\atelnslllute, S83 O'Onolrlo Drive. Madison. WI63719, .I~ MiTekfO -Job-- 13963 :::-.-------1 ~:~:' omponent SYstems, Lafayette, CO lype CIty 11Y ];ENDALl S I 2-S IOHY DUP (0 tlOnall 4200s ay 3 ~ I ek n ustnes, nc u un 1982 A vanced age r1401 1.'" ..,.. 6-2-6 1140 4-9-10 15-9-10 4-9-10 2240 ..,.. ?340, 140 Scale: 114M 4,4 o 5,00112 l,5x4 \\..__/ ;-/ /--/ C/~ ~" ../ -~~- \'\:>::;r:~__ \; // --......:::..~ F .- ~'_.. ......~I~ H 3x6::: 5x6 ::.- >-/-- \ '\ ;/ / ~A :JiC/tr B 3x6 == 3x4 - i,-..---- ..0.0 ..0.0 -, , 14-Q-.O ..0.0 "---4 22-0-0 840 late fsets ), .2-12,0-'-81. lOADING (pst) TCll 30.0 TCOL 8.0 BClL 0.0 BCOL 7.0 SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1 .1 5 Rep Stress Incr YES Code UBC/ANSl95 CSI TC BC WB 0.51 0.46 0.28 DEFl in Vert(Ll) -0.10 Vert(TL) -0.18 Horz(Tl) 0.05 1st lC II Min I/defl (lac) 8-1 B-1 F = 240 Ildefl >999 >999 nfa PLATES M20 GRIP 1971144 Weight: 68 lb lU MBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF , 650F 1.5E I WEBS 2 X 3 SPF Stud I REACTIONS lIb/sizel F= 1064/0.3-8, B= 1064/0-3-8 : Max Harz B=-20(load case 3) I Max UpliftF = .141 (load case 5), B = -141 (load case 51 FORCES Ub) - First load Case Only TOP CHORD A-B= 14, B-C "'-1751, C-0"'-1506, D-E=-1506, E-F=-1751, F-G= 14 BOT CHORD 8-1=1607, H-I=1134. F-H=1607 WEBS C-I=-367, 0-1=469, 0-H=469, E-H=-367 BRACING TOP CHORD Sheathed or 3-10-12 oc purlins. 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES 11 This truss has been designed for the wind loads generated by 85 mph winds at 22 It above ground level. using B.O psf top chord dead load and 7,0 psf bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category I. cqndition 1 enclosed building, of dimensions 45 h by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1,33, and the plate grip increase is 1.33 21 Design load is based on 30.0 pst specified roof snow load. 3) Unbalanced snow loads have been considered for this design. (UBe section 1638.21 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16.8, UBC-94, 5) Provide mechanical connection (by othersl of truss to bearing plate capable of withstanding 141 Ib uplift at joint F and 141 lb uplift at joint B. 61 This truss has been designed with ANSI/TPI 1-1995 criteria. \\1111"''''''' ."\,~,,oO AEGIS;'~/"" ~... CTO ....... (: ~ ~ c"'" ":l~N E. '.~.-9~~ ..... ,': ~. ~ ~O' <:) -;:. .... ...... 4... ._ ~ :r? +-, :: - . . - :: : No. 2817& : ~ ;; ~~ : ":: :. ..0'. .CiQ:~ ~~'. ""'./:;: ~ 0,(' .. '0. ".,....... ~ . .... C;:. \\' ....'/.1' 4 Ii' "C> .,\\ lli/Ji;iH-a'\\"~ lOAD CASE(S) 11 Snow: lumber Increase = 1 .15, Plate Increase = 1.15 Uniform loads (pit) Vert: A-0=-76.0, 0-G=-76.0, B-F=-14.0 21 UBC: lumber Increase = 1.25, Plate Increase = 1.25 Uniform loads (pH) Vert. A-D=-16 0 0-G""-160 B-F=-340 3) Wind Left: L~mber Incr~a~e = 1 .33, Pl~te lncreas~ = 1.33 Uniform Loads (plfl Vert: A-B=43.7, 8-0=18.0, D-F=22.0, F-G=47.7, B-F=-14.0 Harz: A-8=-59.7, 8.0=.34.0, 0-F=38.0, F-G=63.7 4) Wind Right: lumber Increase= 1.33. Plate Increase = 1.33 Uniform Loads (pH) Vert: A-B=47.7, 8.0=22.0, D-F=18.0, F-G=43.7, 8-F=-14,Q Harz: A.B",.63.7. 9-0=.38,0, D-F",34.0, F-G=S9.7 5) 1 st Wind Parallel: lumber Increase = 1 .33, Plate Increase = 1 .33 June 15,2000 A WARNING - v.r(Ii' design pclrunwt.,.. ami READ NaJ'a:S ON rBlS AND RBWRS& ~ BUOR& USB. O~lgn valid lor use only with Ml1ek conneetOls. This design II based only upon pCllamete" shown, and II 101 an individual building componenl 10 be Inslaned and loaded vertically. Appllcabllly 01 design paramelers and propel IncOJpolatlon of companent II lespanslbllly of bUilding designer - nol huu dMlgner, Bracing shown II 101 lafefalsupporl of Ind1vldual web membeJl only. Additional temporalY b1aclng fo InSUI. s1abllly dUllng eonsllucflon Is fhe lesponslblllty 01 the elector. Additional pelmanenl bracing of Ihe oV6lall stlucfule II Ih. I..ponslbllly of the building design." Fa. genelal guidance regoldlng fabllcatlon, quallly contlOI, stOlage, dellve'y, eleetlon and blaclng, consult QST-aa Quality standard. OSl-89 lraclng Speclflcaflon. and HII.91 Handling Inllolllng and lraclng Recommenclallon avaIlable from Truss PIette Instnute, 683 O'Onolllo Olive, Madison, WI53719, .I~ MiTek@ Job--~-~ ------ ---riUss Ilruss Iype FINK 13963 T02 Advanced Component Systems, lafayette, cu lOAD eASElS) Uniform loads (pin Vert: A-B=47.7, B-0=22.0, O-F=22.0, F-G=47.7, B-F=-14.0 Horz: A-B=-63.7, 8-0=-38.0, D-F=38.0, F-G=63,7 -my 1 'Ply 1 KtNuALL ~I 2-STORY lootionall 4.200 S Vlay L I LUUU II ek Industnes, Inc. I hu Jun A WARMNO . v.r(Iir..... .....nunet.,.. ancI MAD NamS ON TlfRJ AND Ml'ZRM sm.c BDO_ VSB. Oeslc;;ln valid !of use only wnh Mrrek connectors. Thll design Is based only upon parametef1 IIhown. and II fOf an individual building component to be Inslolled and loaded verfleCflly. Applll;abnlfy of detlgn parameters and proper tneofporaflon of component II responslblllly of building deslgnel - notlluS$ deilgner. Slaclng shown II fOf lateral ,uppall of individual web membels only, Acldlllonal fempolalY bracing to Insur. stabUlly dUllng construction Is Ihe responslblllly 01 the erectof. Addnlonal pelmanent bloclng of the overaD sllueture II the lesponslblllly 01 the building designer, For gene/al guidance IeQoldlnQ 1ablleatlon, qualfy control. storage, delivery, erection and bracing, COflSUn QSY-aa QualnV $fandord. 0$1-19 'faclng Speclfleatlon, and HI'-91 Hc:mdllng Inltalllng and 'raclng R.commendatlon available trom TluS$ P1atelnsfnule, 683 O'Onolllo Drive, Madison. W153719. 19B2! "U' lUUU P... MlI~ MiTek~ JOb lrus-s.- -jruss Type Qty Iy K 19825 13963 T03 HOWE Advance omponent ystems. La ayette, 4. . ay (0 tiona/l 1 ek n ustnos. nc. u un aga 11-0-0 ,-<><> 7-1-0 7-1-0 ,3-6-0 6-'" 19-11-0 6-'" 2'-<><> 7-1-0 10.0.q ,-<><> Scale:::: 1: 4x4 :;:; I , I I~ .-/:.~';;~::-/ <..- ~AB~ <? C-,:--TI o --- 4x5 =_ 5,00 ii2 D l 3x6 / K 3x4 = ~-~---.. 3x6 ~. ~- ""---., <)~~ ~/ '~s~ /':/ ~/ / F GI~ 4x5 = H 3,6 J 3x4 = 3x4 == 3x6 ~ 4-1-12 ----j- ~."- 10-4-9 16-r::L_~ 22-10-4 27-<><> r~-~--~----- 4-1-12 6-2-13 6-2-13 6-2-13 4-1-12 Platec:msets (X.Y): ,g:Q:'2-0.0.0.1I. f1"0- -, LOADING (pst) SPACING 2-0-0 CSI DEFL In (locI I/def! PLATES GRIP TCLL 30,0 Plates Increase 1.15 TC 0.87 Vert(LLI -0.08 I >999 M20 197/144 TCOL B.O Lumber Increase 1,15 BC 0.40 Vert(Tl) -0.15 H-I >999 BCll 0.0 Rop Stress Incr YES WB 0.74 Hon(TLI 0.04 F nla 8COL 7.0 Code U8C/ANSl95 1 st LC LL Min I/deft :: 240 Weight: 91 Ib LUMBER TOP CHORD BOT CHORD WEBS 2 X 4 SPF 1650F 1.5E 2 X 4 SPF 1650F 1.5E 2 X 3 SPF Stud BRACING TOP CHORD BOT CHORD WEBS Sheathed or 4-3-8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, 6-0.0 oc bracing: B-L. 1 Row at midpt C-l Except: REACTIONS lIb/sizel l:: 1509/0.3.8. F = 1071/0-3-8 Max Horz l::= 24(toad case 61 Max Uptiftl=-329(1oad case 7l. F= 123{1oad case 71 Max Grav F = 11431l0ad case 3) FORCES (lb) . TOP CHORD BOT CHORD WEBS First Load Case Only A-B=14. B-C=964, C-0=-899, D-E:=:-1237, E-F::-1760, F~G=14 B.L =-888, K.L= 605. J-K =894, I-J =894, H-I:=: 1543, F-H = 1617 C-L=-2071, C-K=304, 0-K:=:-132, 0-1=514, E-I=.539, E-H:=:103 NOTES ~ 1) This truss has been designed for the wind loads generated by 85 mph winds at 22 It above ground level, using 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 999 mi from hurricane oceanline. on an occupancy category I. condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1,33, and the plate grip increase is 1.33 21 Design load is based on 30.0 psf specified roof snow load. 31 Unbalanced snow loads have been considered for this design. tUBe section 1638.21 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-94. 51 Provide mechanical connection (by othersl of truss to bearing plate capable of withstanding 329 Ib uplift at joint land 123 Ib uplift at joint F. 61 This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEtS) 11 Snow: Lumber Increase = 1 .15. Plate Increase = 1.15 Uniform Loads (pin Vert: A-0=-76.0. 0-G=-76.0. B-F:=:-14.0 2) UnbaI.Snow-Left: Lumber Increase = 1.15. Plate Increase = 1.15 Uniform loads (pin Vert: A-D:=:-91.0, 0-G=-16.0. B-F=.14,Q 31 Unbal.Snow-Right: Lumber Increase = 1 .15, Plate Increase = 1.15 Uniform Loads (plfl Vert: A-D=-16.0, 0-G:=-91,O, B.F=-14.0 41 UBC: lumber Increase = 1.25, Plate Increase = 1.25 Uniform Loads (ptf) Vert: A.0=-16.0, D-G=-16.0, B-F=-34.0 5) Wind Left: Lumber Increase = 1 .33, Plate Increase = 1 .33 _ \1111'''''''" ","',\)O REGIS~""''''" ~'......~T" ...... '(." ;.:.. .':'-~vv"l'''tl E: -',-9",___ $:-: G' .-:,<i; ... . .rO..:o~;;' ::- .'"(", +.-::. :: . ~ := - . . :: : No, 2817tl . - . ':-c).. ~ ~. -:.. 0'". ~ 1<""" ~ ~. "" I June 15,2000 A WARNJNO - V.r1fM a.tp pa.rametns cuuI READ NOTES ON TIDS AND RSl'ERSI: SID!: BI:JI'OM VSB. Design valid 101 use only wnh MlTek conneclors. This design II based only upon palameten Ihown. and II fOf on individual building componenl 10 be Installed and loaded verflcally. Appllcabnlty of detlQn PDlameleJt and pl0p81 IncorpoJaflon of componenl II lesponslbllly of building designer - nof fluu dMlgner, SIaclng shown II fOf Iafercl.uppall of individual web membef. only. Addnlonol fempolary bJaclnO to mUI. s1ablny dUJIng eonslluctlon II the rMponslblllly 01 the erecfol. Addnlonal p8lmanenl bloclng of Ihe overol Sllucfule II the lesponslblllly 01 the building designer. FoI genelal guidance reoo/dlng labllcallon, quollly conllol. .torage. delivery, erection and b1aclno. conlOn QsY.aa Quallly S1andOfd. 051.19 tracing Speclfleatlon. and HII.91 Handling lnalalllng and tracing R~ommM'ldaflon available from TluSl PIofelnslllut.. 583 O'Ono"lo Drive, Modlcon. WI53719, .I~ MiTek~ Job 'tru-ss- . lrus's-' ypo _. -.'" 13963 HOWE 4.200 s May 2 I 2000 (ontionall liT ok Industrles, Inc. Thu Jun 15"\m:41:05 ""vvv t'&ge T03 Advanced {.;omponent l::iystems, lafayette, CO lOAD CASEIS) Uniform loads (pltl Vert: A-B=43.7, B-0=18.0, D-F=22.0. F-G=47.7, B-l=20.0, F.l=-14.0 Horz: A-B=-59.7. B-D=-34.0, D-F=38.0, F-G=63,7 6) Wind Right: lumber Increase = 1.33, Plate Increase = 1 .33 Uniform loads (pit) Vert: A-B=47.7. 8-0=22.0, 0-F=18,O, F-G=43.7, 8-l=20.0, F-l=-14,O Horz: A-B=.63.7, 8-0=-38.0, 0-F=34.0, F-G=59.7 71 1 s1 Wind Parallel: lumber Increase = 1 ,33, Plate Increase = 1 .33 Uniform loads (pltl Vert: A-8=47.7, B-0=22.0. D-F=22.0, F-G=47.7, B-l=20,O, F-l=-14.0 Horz: A-8=-63.7, 6-0=-38,0, 0-F=38.0, F-G=63,7 T'''- Qty- -- 1 Piy -- TEfn,AU'S'2." UH' uueLtX 1 19825 A WARNING - V.r(IU design. pcIIG.....t.,.. ancI READ N01'!:S ON TIllS AND RSVERSS SID!: BUOJUI: USB'. Design valid for use only with Mnek connectOfs, This design Is based only upon pel/ametell shown, and Is 101 an individual building component to be Inslalled and loaded vel'llcally, Appllcabllly 01 design parameters and pl'oper Incolporatlon ot component Is lesponSIblllty 01 building deslgne/ - nol tlUSS designer. 8raclng shown Is 101 Iate/al support of individual web membelS only. Addlllonal temporalV b10clng to Insule stabllllv during consfluctlon Is the r.spon~bllllv 01 the electol. Additional pelmonent bracIng of the oVe/all .t,uctu,e Is the lesponslblllV of the bUilding d..Ign4H. FoI genelal guidance r890ldlng fabrication, quollV contlol. ItOl'Oge, dellvelV. efectlon and blaclng, consult QST-ae QualltV standard, DSI-a9 lraclng Specification, and HII-91 Handling InstQlllng and tracing Recommltndallon ovolloblelrom Truss Plat. institute. 583 O'Onoff'1o Olive. Madison, WI53719, MlI~ MiTek~ Job- --~--'l::U::E-F- ::EType ~ent ystems. lafayette, 13963 dvance 11-0-9 '.0.0 7-1-0 7-1"() 13-6-0 ",.0 I J -'! 1 I ~A/~=./:c:: ol,/t;'d 3x8 = 5.00 [iT 4,4 /----;;>~ ...-/ _.~ c ~/: ~ / <~~ ~ J~/ // ',' ::>- // - .,-, .- c// . ----m "'0. ~,. L K 3x4.-:/ 3x4 :;::::: 1--_ 4-1~~_+_ 10-4-9 4-1-12 6-2-13 lOADING (pst) TCll 30.0 TCOl 8.0 BCll 0.0 BCOl 7.0 LU MBER TOP CHORD BOT CHORD WEBS SPACING 2-0-0 Plates Increase 1.15 lumber Increase 1.15 Rep Stress Incr YES Code U8C/ANSI95 CSI TC 0.90 BC 0.41 WB 0.96 2 X 4 SPF No.2 2 X 4 SPF 1650F 1.5E 2 X 3 SPF Stud o[]:IV-- KENDAll S 1 1 (0 tionall .2(f s ay I ek n ustnes, 19825 nc. u un aga 19-11-0 ..... 27.... 7-1"() 16-0-9 ,.... Scale = 1:63 4x4 = o '1\:\ . /, \<:> , \~ -,-. \ 4x4 -::.:' <::---_ E iJJ:-..':::c-- ./ ..~~~~ ~ ~~l~ 3x8 = ./;~. J 3x4 =::: 3x4 ::;: H 3x4 'V 16-7-7 22-10-4 27.... 6-2-13 6-2-13 4-1-12 DEFl In (Ioc) I/dell PLATES GRIP Vert(lll -0.09 1 >999 M20 1971144 Vert(TlI -0.15 H-' >999 Horz(Tll 0.04 F n/a 1 st lC II Min I/defl = 240 Weight: 91 Ib BRACING TOP CHORD BOT CHORD Sheathed or 2-7-13 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 6-0-0 oc bracing: B.l. Except: REACTIONS IIb/size} B"" 243/0-3-8, l = 1222/0-3-8, F = 1113/0-3-8 Max Horz l = 24(load case 61 Max UpliftB=-106(1oad case 61. l=-66(1oad case 71. F=-152(load case 7} Max Grav 8=370(load case 2), L=1222(1oad case 11. F=1139(load case 31 FORCES lib) - First load Case Only TOPCHORO A-B=14, 8-C=342, C-0=-1071. D-E=-1344, E-F=-1865, F-G=14 BOT CHORD B-l =-315, K-l =881, J-K = 993, I-J =993, H-I= 1640, F.H = 1714 WEBS C-l=-1660, C-K~144, D-K=-9, 0-1=513, E-I=-538, E-H=103 NOTES 11 This truss has been designed lor the wind loads generated by 85 mph winds at 22 ft above ground level, using B.O psf top chord dead load and 7.0 psi bottom chord dead load. 999 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or~antilevers exist, they are exposed to wind. If porches exist. they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1 ,33 2) Design load is based on 30,0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. tUBC section 1638.21 41 This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B. UBC-94, 51 Provide mechanical connection (by others) of truss to bearing plata capable of withstanding 106 Ib uplift at joint 8, 66 Ib uplift at joint land 152 Ib uplift at joint F 61 This truss has been designed with ANSlfTPI 1-1995 criteria. lOAD eASElS) 11 Snow: lumber Increase = 1 .15, Plate Increase = 1.15 Uniform loads (plfl Vert: A-D=-76.0, 0.G=-76.0, B-F=.14,O 21 UnbaLSnow-left: lumber Increase = 1.15, Plate Increase = 1 .15 Uniform loads (plfl Vert: A-D=-91.0, D~G=-16.0. 8-F=-14.0 31 UnbaI.Snow-Right: lumber Increase = 1 .15, Plate Increase = 1 ,15 Uniform loads (pit) Vert: A-D=-16,O. 0-G=-91.0, B-F=-14,O 41 UBe: lumber Increase"'" 1.25. Plate Increase = 1.25 Uniform loads (pUt Vert: A-D=-16.0, 0.G""-16.0, B-F=-34.0 51 Wind left: Lumber Increase = 1 .33, Plate Increase = 1 .33 Uniform loads (plf) Vert: A-B=43.7, 8-0=18.0. O-F=22.0, F-G=47,7, 8-F=-14.0 Horz: A-B=-59.7, 8-0=-34.0, D-F=38.0, F-G=63.7 \\1111""'''" "\,~,,OO REGI,~;'~~ ~" C~..........(-9:~ .::f C" ....,'2.1'1 €, '. <<: ,:. ....-G ..<(, ~O' 0-;. ~ '- +'- ~ :"r? .. -= ::: : Nu.2817G : = :: .. .. :: - .. . .. ~..o.... :~~ ~~..... ..I./~ ~ 0.,.(" .. . .,,~...... ~ ~ ...... ('R'. ". "'~ ,ro '. .~-:\\\; '//1 ~ - \'\ ,. n.JH;tH . June 15,2000 A WARlVlNG - Vcr(tY cWRgn PArcunctcn: cuuI READ NOT&S ON TBlS AND MV'BRU SlD& BUOR& vs&_ Design valid 101 use only with MlTek connectofS. Thll design II boMd only upon pOlomeler. shown. and II fOf an individual buldlng component to be Installed and loaded vertically, Applcoblllty of design polomet.R and pieper lnCOlpolatlon 01 component IIlespanslbllty 01 bulkilng deslgnel - nollruss desloner. Bracing shown II for Iateral.upparl 01lndlvldual web member. only. Addnlonal t.mpolary b1oclog to In.ule dablllty dullng condluctlon .. the IMponslblllty of the eleclOl, Additional permanent bfaclng 01 lhe ovelol sfructul. Il lhe respon.bllly 01 the building deslgn.1. FOI general guidance legardlng labllcatlon, quality control. .tola08, de.very. election and bJaclng. consult QST-Y Quality standard, D51-S9 'laclng Speetncatlon. and HII-91 Handling Int'alllng and 'racw,g RKommendatlon ovallable 110m lluss Plat. In.lltule, 583 D'Onolrlo Olive, Modllon, WI 5371 9. Idle MiTeke --~ ] T,u.. Type 13963 I T03REF HOWE I Advanced Component Systems, lafayette, CO Job- LOAD CASEIS) 61 Wind Right: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (pIt) Vert: A-B=47.7, 8-0=22.0. D-F=18.0. F-G=43.7. B-F=-14.0 Horz: A-B=-63.7, 8.0=-38.0. D-F=34.0, F-G=59.7 7) 1 st Wind Parallel: lumber Increase = 1 .33, Plate Increase = 1 .33 Uniform loads (plfl Vert: A-B=47.7, 8-0=22.0, Q-F=22.0, F-G=47.7, B-F=-14.0 Harz: A-B=-63.7, 8-0=-38,0, O-F=38.0, F.G=63.7 Qty , , Ply KeNDALL" L" >U (ootional) '. 4,200 S May Z I :lOVU I lilek Industries, Ine, Ihu Jun A WARNING. V-rOil..,.". pcl.l1IJJWtC11ll and M4D NC1fZS ON THIS AND.Rr:VBRSE SID. Ba'ORIr USE. DeslQn valid lor UM only wnh MlTek connectors. Thll detlo;ln II baled only upon paJomet." Ihown. and IIIOf an individual buldlnO component 10 be Installed and loaded veJtlcofty. Appllcob/lnV of design palomet." and PIOpel Incofpo,atlon of eomponentllresponslbMlty of building design., - not truss designer. B.aclng shown II 'Of lateral SUPPOlt 0' individual w.b m.mbels anly. Addltlonallempo,ary blaclnO to Insure stablllly during construction lithe lesponslblllty 01 the .,eclo.. Additional permanenf b.aclng 01 th. ov.,al structure II th. ...ponslblllty 01 the building declgner. For gene/ol guidance .egardlng lab.lcatlon, quaUly contlol, storage. delivery, erection and bloclng, consult QSY-ea Quality standard, D5..09 .raclng Speclftcatlon. and HII-91 Handling I",talllng and .raclng Recommttndatlon available f.om Truss Plot. Instltut., 683 D'Onofrio Drlv., Madison, WI5371 9. 19825 , "UO 2UUO Page MlI@ MiTek@ Job fUSS fUSS Vpe ty y AL 1982 ' 13963 T03REF2 HOWE Advanc omponent ystems, a ayette, .2 6 BY (0 tional) I ek n ustrle&, nc. u un .g. 1,-o..Q ,.... 7.1-0 7-1-0 13-6-0 ..,., 19-11-0 ..5-0 2740 7-1-0 ,s-<Hj ,.... Scale:: 1:6 .I 4x4 :;::: o J 1 ~A oj, 5.00 [iT \...~. "-m~- 3,6 E "-A~~ </ ">s---..::: " ----~ FG~ _/~IM 4x5 = 6 3x6 -:;::-- ~/:;:_;:::--;. C --<>-- ~/' B ,<;:::./<~~''''' '0-., 5',..,.c.==,~~ 4x5 ;:-;- L K J 3x4 :;::: 3x4 = H 3x6", 3x6,/ 3x4 :;::: lOADING (psI) TelL 30,0 TeDl 8,0 BelL 0.0 SCOl 7.0 LUMBER TOP CHORD BOT CHORD WEBS SPACING 2-0-0 Plates Increase 1 .15 Lumber Increase 1.15 Rep Stress Incr YES Code USe/ANSI9S CSI Te 0.87 Be 0.40 WB 0.74 llPL 22-10-4 ".... 6-2-13 6-2-13 4-1-12 DEFL ;n (loci I/detl PLATES GRIP Vert(LLJ -O.OB K >999 M20 1971144 Vert(TLl -0.15 K.L >999 Horz(TLI 0.04 H n/a 1 st LC Ll Min IIdefl "" 240 Weight: 91 Ib at. sets IX, 4-1-12 4-1-12 18:0- -0,0- ., , f- 10-4-9 6-2-'3 2 X 4 SPF 1650F L5E 2 X 4 SPF 1650F l,5E 2 X 3 SPF Stud BRACING TOP CHORD BOT CHORD WEBS Sheathed or 4.3.8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, 6-0-0 oc bracing: F.H. 1 Row at midpt E.H Except; REACTIONS (Ib/size) B;:o 1071/0-3-B, H == 1509/0-3-8 Max Horz B == 24(1oad case 61 Max UpliftB==-123(1oad case 7). H==-329{1oad case 7) Max Grav 8;:0 1143(1oad case 2), H = 1509(toad case 1) FORCES (lbl - First Load Case Only TOPCHORO A-B=14, 8-C=-1760, C-0=-1237, 0-E==.899, E-F=964, F-G=14 BOT CHORD B-L = 1617, K-L = 1543, J.K == 894, I-J ==894, H.I =605, F-H =-888 WEBS C-L==103. C-K=-539, D-K=514, 0-1=-132, E-I=304. E-H=-2071 NOTES -- 11 This truss has been designed for the wind loads generated by 85 mph winds at 22 ft above ground level. using 8.0 psf top chord dead load and 7.0 psf bottom chord dead load, 999 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7.93 per USC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Design load is based on 30.0 psf specified roof snow load. 31 Unbalanced snow loads have been considered for this design. (USC section 1638.21 41 This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-94. 51 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 Ib uptift at joint Band 329 Ib uplift at joint H, 61 This truss has been designed with ANSlrrP11-1995 criteria. lOAD CASEIS) 1) Snow; lumber Increase = 1 ,15, Plate Increase = 1.15 Uniform loads lplt) Vert: A-O ==-76.0, O-G =-76.0, 8-F::-14.0 2) Unbal.Snow-Left: Lumber Increase = 1.15, Plate Increase = 1.15 Uniform Loads (plH Vert: A-D==-91 ,0, O-G=-16.0, 8-F=-14.0 3) UnbaI.Snow-Right; lumber Increase == 1 .15, Plate Increase;:o 1 .15 Uniform loads (plf) Vert: A-O==-16.0, O-G=.91.0, B.F=-14.0 41 U8C: lumber Increase== 1.25. Plate Increase = 1.25 Uniform loads (pit) Vert; A-O=-16.0, O-G=-16.0, B-F=.34.0 51 Wind left; lumber Increase = 1 .33, Plate Increase = 1 .33 \\111''''''''" ",,\ ,,00 REGfSi'.f~ ~, C~..........(L\~ ~ ~v . I" N f. . ."" .. ..~ :0...1 ..r:' \;.0 . Ie .,'0"':' ~ G .~"V O.-=- ~ ."(#') +.. -= - . . ~ : No. 2817G . - . :..0.. -:.. ~. -=:.- 0... . ~ ;.("(: .. G' ,,' ..../. '.; 't.'=' .\\' '" , . ~ 'I. J/lJUi&\\\. June 15,2000 A. WARNING. VerWI."gn paramete,.. QlICI.DAD NO'l'SS ON TBlS AND Rf:VERS& SlDB B&PORB VSB. Oesk;Jn volld 101 use only wfth MlTek connectors. This design Is based only upon palCmetelt Ihown, and Is tOl on IndlVlduol building component to be Installed and loaded vertically. Applicability of detlQn polomelelS and plOpel IncOIpoIatlon of component II letpOnsbllty of building deslgnel' not tlUSS desk;Jner. Bloclng shown Is fOl lateral suppall of individual web membell only. Addftlonal tempo,ary bloclng to Insure stablfty dUllng construction Is the responsibility of the ereclol. Addnlonal pelmanent bloclng of the overal .tlucture II the lesponslblllly 01 the building designer. For genelol guidance leoordlnglobllcatlon, quouty contloL storage. delivery, erection and bloclng, con.un Q$y.aa QualnV StandDld, D5I.19 alaclng SpltClflcatlon, and HII.91 Handling Installing anc:laraclng Recommttndatlanavollablellom T,u" Plote 'nstnut_, 683 O'Onolllo Drive, Madison, WI63719, .I~ MiTek@ J06----. 13963 Truss I Jruss Iype HOWE (ontionall _ 4.200 s May 2 I 2000 lilT ek Industries, Inc. Thu -Jun T03REF2 Advanced Component Systems, Lafayette, (,,;U LOAD CASE'S) Uniform Loads (plf) Vert: A-B=43.7, B-0=18.0, 0-F=22.0, F-G=47.7. B.H=-14,O, F.H=20,O Harz: A-B=-59,7, B-0=-34,O, 0-F=38.0, F-G=63.7 61 Wind Right: Lumber Increase = 1 .33, Plate Increase = 1.33 Uniform loads (pHI Vert: A-8=47.7, 8.0=22.0, D-F=1a,O, F-G=43,7, B-H=-14.0, F-H=20.0 Harz: A-8=-63.7, 8-0=-38.0, 0-F=34.0 F-G=59.7 71 1st Wind Parallel: Lumber Increase= 1.33, Plate In'crease=1.33 Uniform Loads (p[f) Vert: A-B=47.7, 8-0=22.0, 0-F=22.0, F.G=47.7, B-H=-14,O, F-H=20.0 Horz: A-8=-63.7, 8-0=-38.0, D-F=3B.O, F-G=63.7 Uty , Ply KENDALL' I L-' I UMY A WARNING - V..rtt>> d..fp. pcuamd..,.. cuu:I DAD Nar~S ON TBlS AND UVZRSII: SID!: BJUI'ORE USE. Design volld for UM only with MITek. connectOfs. This design Is bosed only upon palamete" shown, ond Is 101 on individual building component 10 be Installed ond loaded vertically. Appllcabllly 01 design parometers and ploper Incorpolatlon of componenf Is lesponslblllty of building designer - nol tlUSS deslgnel, Broclng shown 11101 Iotelol support of individual web membels only. Addlllonol tempololY blaclng fo !nSUI. stabllty during consllucflon Is fhe responsibility 01 fhe electol. Additional pelmanent blaclng of the overaU sllucfule lithe lesponslbUlly of the building designer, Fel genelol guidance regarding fabrication, quallly contlol. storage, delivery, 8fecflon and b1oclng. consult QST-aa Quality stanclOld. 0$1-89 lraclng Speclflcaflon, and HII-91 Handling lnatalllng and .raclng R~ommendallon avalJable from Truss PIotelnstltute, M3 D'Ono111o Drive, Modllon, WI63719. 1982 , "',<eN Page .I~ MiTek~ 1''''"1 1-0-0 7-1-0 7-1-0 ,:>0.0 .."" 'Y Y (0 tionall 4,2 . 'Y , ok n ustnes. nc. u un 19-11-0 2740 l""l .."" 7-1-0 '40 19825 o fUSS russ YO. 13963 T03REF3 HOWE Advance omponent ystems, a ayette, "". Scale = 1:63 .<Ix4 = o ~ 1 I ~A B / ;;j ~<8' o L-.....----~ 4x5 =-: 5.00 112 -----;::;~ -. ~'4~~ 3,4 K 3x4 ::::: .<Ix4 .:::: _ E ;~~~-",~<Sc~ // ",----........:- /.-/ "'-: // FG~ / ~ <I H 4x5 = .......::~ ;;;:;:;:.--- L J 3x4 = 3x4 = 3x4 ,,-' LOADING (pst) TelL 30.0 TeOL 8,0 Bell 0.0 BeOL 7.0 LUMBER TOP CHORD BOT CHORD WEBS SPACING 2-0-0 Plates Increase 1 .'5 Lumber Increase 1.15 Rep Stress Iner YES Code UBC/ANSI95 CSI Te 0.90 BC 0.41 WB 0.96 16-7-7 22-10-4 2740 5-2-13 6-2.13 4-1-12 DEFt ;n (loe) I/defl PLATES GRIP Vert(lll -0.09 K >999 M20 197/144 Vert(TLI -0.15 K.L >999 HarzlTL) 0.04 H n/. 1 st LC II Min IIdetl :: 240 Weight: 91 Ib 4-1-12 4-1-12 ate sets I , I: a:ti- - , -0-' , 10-4-9 6-2-13 2 X 4 SPF No.2 2 X 4 SPF 1650F 1.5E 2 X 3 SPF Stud BRACING TOP CHORD BOT CHORD Sheathed or 2- 7-13 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 6-0-0 oc bracing: F-H. Except: REACTIONS (Ib/sizel B = 1113/0.3-8, H = 1 222/0-3-8, F = 243/0-3-8 Max Horz B = 24(load case 6) Max UpliftB=-152jload case 7), H=-66(1oad case 71. F=-109Uoad case 51 Max Gra.... B"" 1139(1oad case 21. H "" 1222(load case 11. F "" 370(load case 31 FORCES (lb) - First load Case Only TOP CHORD A-B = 14, B-C "" -1865. C-O "" -1344, O-E = -1 071, E-F = 342, f-G = 14 BOT CHORD S-L= 1714, K-L = 1640, J-K = 993, I-J =993, H-I=881. F-H =-315 WEBS C-L=103, C-K=-538, D-K=513, 0-1=.9, E-I=144, E-H::=-1660 NOTES 1) This truss has been designed for the wind loads generated by 85 mph winds at 22 ft abo....e ground le....el, using ao psf top chord dead load and 7.0 psi bottom chord dead load, 999 mi 'rom hurricane oceanline, on an occupancy category I, condition I enclosed building. ot dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end ....erticals or cantilevers exist. they are exposed to wind. If porches exist. they are not exposed to wind. The lumber DOL increase is 1.33. and the plate grip increase is 1.33 2) Design load is based on 30.0 pst specified roof snow load. 31 Unbalanced snow loads have been considered for this design. IUBC section 1638,2) 41 This truss has been designed for a 10.0 psf bottom chord Ii....e load nonconcurrent with any other live loads per Table No. 16-B. U8C-94. 51 Pro....ide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 Ib uplift at joint a, 66 Ib uplift l!It joint Hand 109 Ib uplift at joint F. 6} This truss has been designed with ANSlffPI , -1995 criteria. lOAD CASE(S) 11 Snow: lumber Increase = 1 .15. Plate Increase = 1.15 Uniform loads (pH) Vert: A-O=-76.0, D-G=-76.0, a.f=-14.0 2) UnbaI.Snow-left: lumber Increase =: 1 .15. Plate Increase == 1.15 Uniform loads (pin Vert: A-O=-91.0, 0-G=:.16.0, B-F=-14.0 3) UnbaI.Snow-Right: lumber Increase = 1 .15, Plate Increase = 1 15 Uniform Loads {pltl Vert: A-D=-16.0, 0-G=-91.0, B-F::=.14.0 41 USC: lumber Increase = 1 .25, Plate Increase = 1 ,25 Uniform loads (pi/) Vert: A-D=-16.Q, D,G=-16,O, B-F=-34,O 51 Wind left: Lumber Increase = 1 .33, Plate Increase = 1 .33 Uniform looos (plfl Vert: A-B=43.7, 8-0=18.0, D-F=22.0. f.G='47,7, B-Fo:=-14.0 Horz: A-B--59.7 8-0--34.0 D-F 38.0 F-G 63.7 _'111111111",(. ",,\\)O REGlsi~~ ~\;. C~ .......... (L\~ '" ~v . ,r.tl E . 'r-,> .... '):':o..J . '. '\;. .,r" 'A. ~G..4..f<, 0'.'"' ~ ~ :l'J +. =- - . . - ~ : : :: ::: . No. 2817& . :-: - . . ... -;. ..0 -. : ~Q: ~ ~~.- . ,"~ ~ 0....... ..."..-..; .,. "'L'- . ,. ,. :.:,./. ~-.r ...~J.\\.... #'//. ~ ~ \',:'\ j f.:n\ A WAR!VINO . V.riIlI de.... pa.nunet.,.. ancI MAD N0115.s ON TBJB AND.Rl:l'BRSE SlD& BUOR& VSB. De1lgn vaNd for use only with MITek connectOfs, This design II based only upon parameters shown. and II tOf an individual building component 10 be Insloned and loaded vctfflcally. Appl~abnlly 01 dosIgn parameters and plopellnc:Ofpolatlon of component IIlespor'lllbllly of building deslgner - nol huss de1lgner. 81aclng shown 11101 lalel'ol support of individual web membelS only, Addlllonallemporary b1aclng to Insure stabally dUflng construction II the Htsponslblllly 01 the elector. Additional pelmanenl blaclng of the overaM sliuc:ture lithe lesponslblllly 01 the building designer. For genelol guidance regoldlng labllcallon, qually contlol. storage. delivery, el'ectlon and b1oclng, consult QSr.8I Quality standard, DSI.89 IlOclng S~lfIcatlon. and HII-91 Handling Installing and lraclng Recommendation available tram Truss Platelnslllute, 683 D'Onolrlo Drive, Madllon, WI6371 9. .I~ MiTek@ JOb- jTruss II fUSS I ype HOWE 13963 T03REF3 Advanced t.:omponent ::iystems. La ayene, CO LOAD CASEISI 61 Wind Right: lumber Increase:= 1.33. Plate Increase = 1.33 Uniform loads (pltl Vert: A-8=47.7. 8-0=22.0, D-F=18.0. F.G=43.7. B-f=-14.0 Harz: A.B=.63.7, 8-0=-38.0, D-F=34.0, F-G:59.7 71 1st Wind Parallel: lumber Increase = 1 .33, Plate Increase = 1.33 Uniform Loads (plfl Vert: A-8=47.7, 8-0=22.0, D-F=22.0. F-G=47,7, B-F=-14.0 Harz: A-B=-63,7, 8-0=-38,0. O-F=38.0, F-G=63.7 IOty 1 4.200 S May Iy r 2-STORY (00t10n811 III ok Industries, Inc. Ihu .Jun a WARlVJNG. V.rttlI...-'.grl.JJCll'Ul'WC.... and BAD NOT'&S ON TBlS ItND UVBJt8l!: SID. BD'ORII: VSII:. DeslQn valid 101 use only with MlTelc connectors. Thll design II based only upon palomete,. Ihown, and II tor an individual buldlng componenllo be inslalled and Iooded vertlcallv, Applicability 01 design palomete" and Pfcpel' incorporation 01 componentlllespons,lblllty 01 building deslgne, . not truss deslgnel. 8roclng shown 11 10r Iote,ollupport ollndlvlduol web members only. Addltlonoltempolol)' b10clng to Insu,. stoblllly during constluctlon 11 the lesponslblllly 011he e,eclCM, Additional peimanent bfoclng 01 the ove,al ,truefule II the respondolllly ollhe buldlng deslgne'. Fel general guidance legordlng fabrlcotlon, quallly control, Ito,oge, delveI)', election ond b1oclng. consult QIl-aa Quality standard. 051.89 lraclng S".cJllcatlon. and HII-91 Handling Installlnsl and lraclng Recommendation ovollable ',om TrUll PIole institute, 683 O'Onolrlo Olive. Madison, WI 53719. 19825 e"". Mile MiTek@ PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date 'h...,tlJ Applicant Phone # Location of Construction 2r..5"/ 1LeNe>P<..l- 'S>~ Purpose of Construction Building Permit Value Single Family _ Commercial Multi-Family ...--- DEVELOPMENT REVIEW FEES Development Review Processing Fee~ (for document processing) $ 5"0.00 Single Family Residential Review Fee: $25,00 (for review of applicable technical documents) $ CommerciaVMulti-F Fee: $50,00 fee (for review of existing technical document ,$500.00 fee or review of technical documents for construction in right- - ,na drainage report and erOsion control plan), $ 05".00.00 Subdivision Improvement Agreement Fee: $125,00 (for document processing and recording) $ Development Covenant Fee: $125,00 (for document processing and recording) $ COOT Access Permit Fee: $100.00 (for document application and processing) $ Traffic Impact Study Review Fee: $100,00 (for document review and processing) $ Flood Plain Variance Review Fee: Class I = $100.00 Class II = $150,00 $ (for document review and processing) TOTAL REVIEW FEES: (due at time of building permit issuance) $ 5"5"D. oCJ PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT.OF.WAY, Signature of Applicant 4r Date to J.P'! Date: DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLlCA TlON REVIEW Jf-7~o Location: ;!<'P5'! KeHIPALL. 5~ Attention: Building Department I have reviewed the attached materials submitted in application for approval of a 1'1..,1.-71- F-'-t1'-7 Cc._p,-,,* at the above referenced address. Please note the summary comments below, . 1. 2. .......--- l/' 3, V- 4, V- 5. <-- 6, --!c- 7, l/' 8, ......- 9, ........ 10, 0./" - II. l/" 12, 13. _______ 14. .........----- Boundary Closure: 0./" OK _ Not OK; refer to stipulations, Drainage: a, Drainage plan and report needed ...-- b. Drainage plan not needed _ c, Lot drainage/grading to be reviewed by Building Division _ d, Site drainage/grading provisions have been reviewed and are: ......-- OK _ Not OK; refer to stipulations, NPDES Permit Required: Y es ~ No Public Improvements: a, street paving needed: Yes"""- No b. curb and gutter needed: Yes -=:::. No c, sidewalk needed: Yes -Lc.. No d, street lights needed: Yes -..::::: No e. storm sewer needed: Yes --.::::.. No f, letter of credit required: _ Yes v No If a letter of credit is required, for what improvements? Amount of letter of credit: Subdivision Agreement required: Yes Development Covenant required: Yes If Yes, for Traffic impact analysis and report required: Yes State Highway Access Permit needed: Yes New roadway or alley R.O.W, dedication recommended: Yes If yes, what is recommended? All existing dedicated roadways/alleys meet the standards of the City:--=::::Yes Ifno, which do not and what is requested: APPROVAL: The Public Works Department has reviewed this request and hereby gives its approval, _ bject to the above and/or attached stipulation~. / / . 1::::7/&>0 ign ture Date ---No ...--No ......-'No <../ No ...-- No No NO APPROVAL: The Public Works Department has reviewed this request and does /lot give its approval for the reasons stated: Signature Michael Garcia Date Stipulations attached: _ Yes -.:::::: No Summary Comments: ;2.vy 1),,,,,,,,,,, 70 THe t=.xrsn"'" R:.st;ul..r 01= r#/J CO^"ST~vt: r", N IS TO &E ~ VJ~ TO G"'7 Sr4AID"'et>5 ~L'OL Tl:> C. O. ISSl/AL'Vc..L. 4- LE:'171;:.c.. ,..s: tz.eC;;UIIE-o ;1e/1.71Z TO C. o. ISSVil4'^'C,E. ;>(..)8!.-IC 1......,?.ecve,.,n-.lT~ AS A 'Ti+e- &; r ",./'~u ~ "tIA/ r JAJ,46E ~/FjtIiJTJQN Files on Enginent\Forms\Bldprmt3.fnn Rev 05/00 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29TH AVENUE . WHEAT RIDGE, CO 80215 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 517/00 ADDRESS 2(P ~ / ~NO.Au... STlZeer Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy, Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address, If you have any questions, please contact me at 303-235-2868, Sincerely, ~?~ Michael GarCia, Development Review Engineer cc: File Files on Enginent\Development Review/Forms & form letters\Notification of PI Restoration Rev 05/00