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Home My WebLink About3380 Kline StreetCity of Wheat Ridge Residential Addition PERMIT - 201708645 PERMIT NO: 201708645 ISSUED: 11/17/2017 JOB ADDRESS: 3380 Kline St EXPIRES: 08/21/2019 JOB DESCRIPTION: Homeowner addition removal of glass doors and replacement enclose carport. Take out glass doors and replace with new doors and walls with windows. add insulation and siding, drywall finish, refurbished wood for siding area used as home office, storage, TV. Fireplace for heat. Wood framed with new egress vinyl windows with ufactor of .32 or better, 6ft vinyl patio door 36inch walk thru door -metal -west wall 119sgft. east wall 161sgft. *** CONTACTS *** OWNER (303)423-5441 RIGGIN RAY W *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,860.00 FEES Total Valuation 0.00 Plan Review Fee 184.96 Use Tax 144.06 Permit Fee 156.75 Extend Expired Permi 78.38 Investigative Fees 156.75 Investigative Fee 2 156.75 ** TOTAL ** 877.65 *** COMMENTS *** *** CONDITIONS *** Permit Fee x3 for SWO issued Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 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, without the assistance of hired or professional workers. Consultations and inspections will only be performed with the homeowner of record present. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. Carport enclosure NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. r City of Wheat Ridge Residential Addition PERMIT - 201708645 PERMIT NO: 201708645 ISSUED: 11/17/2017 JOB ADDRESS: 3380 Kline St EXPIRES: 08/21/2019 JOB DESCRIPTION: Homeowner addition removal of glass doors and replacement enclose carport. Take out glass doors and replace with new doors and walls with windows. add insulation and siding, drywall finish, refurbished wood for siding area used as home office, storage, TV. Fireplace for heat. Wood framed with new egress vinyl windows with ufactor of .32 or better, 6ft vinyl patio door 36inch walk thru door -metal -west wall 119sgft. east wall 161sgft. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and t performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature ofOwas RACTOR (Circle one) Date I. This permit issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the 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 Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall n t e construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordi or regulatL6 of this jurisdiction. Approval of work is subject to field inspection. a� Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �� Wh6atl die COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29t° Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writingand received prior to the date of expiration. An extension of no more than 180 days may be granted at the diecrctinn offhe Chief Raaildinv, Official And msv ?i._ giibiQrt to a f:. nn,ml to one-bWof the oriainsd „Q,;t f— Re-issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permitsnci.wheatrid eg co.us nr fax to 103-737-9929_ Party requesting permit extension: VAI �PI�k v Permit ai� Property Address: -_SS?2�5n Phone #3 _ <� 6 q-�.�6; Email Address: mc'sJ Reason for extension request:_cCK c3i Number of riays requested: (00 Printed Name: ( Signatur : Date: � � U For office use only 8�2,t lr g - Approved by: Date: ILI www.ei.whentridge.co.us i CITY OF WHEAT RIDGE Building Inspection UNision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE - 3 2 Lt �-Iowe L,,-ap vuprl K't r'c f Inspection Type:301- Ra.�,4 Era i-+•'rra 1.30 - L/01 Sl�z aeA Job Address: 3`3V0 Permit Number: 2 01'706ky'T `. ❑ No one available for inspection: Time v1 CMJ P M Qs Re -Inspection required: No When corrections have been made, call for re -inspection at 303 -234 - Date:) I / I 03-234- Date:!II1 10 Inspector: np, fir,mer DO NOT REMOVE THIS NOTICE I 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: ;, Lo' Job Address: Permit Number: ❑ No one available for inspection: Ti Re -Inspection required: Yes No M When corrections have been made, call e -inspection at 303-234-5933 Date: A Inspector: , t D � � DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 201708645 PERMIT NO: 201708645 ISSUED: 11/17/2017 JOB ADDRESS: 3380 Kline ST EXPIRES: 11/17/2018 JOB DESCRIPTION: Homeowner addition removal of glass doors and replacement enclose carport. Take out glass doors and replace with new doors and walls with windows. add insulation and siding, drywall finish, refurbished wood for siding area used as home office, storage, TV. Fireplace for heat. Wood framed with new egress vinyl windows with ufactor of .32 or better, 6ft vinyl patio door 36inch walk thru door -metal -west wall 119sgft. east wall 161sgft. *** CONTACTS *** OWNER (303)423-5441 RIGGIN RAY W *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,860.00 FEES Total Valuation 0.00 Plan Review Fee 184.96 Use Tax 144.06 Permit Fee 156.75 Investigative Fees 156.75 Investigative Fee 2 156.75 ** TOTAL ** 799.27 *** COMMENTS *** *** CONDITIONS *** Permit Fee x3 for SWO issued Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. 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, without the assistance of hired or professional workers. Consultations and inspections will only be performed with the homeowner of record present. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. Carport enclosure NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. City of Wheat Ridge Residential Addition PERMIT - 201708645 PERMIT N0: 201708645 ISSUED: 11/17/2017 JOB ADDRESS: 3380 Kline ST EXPIRES: 11/17/2018 JOB DESCRIPTION: Homeowner addition removal of glass doors and replacement enclose carport. Take out glass doors and replace with new doors and walls with windows. add insulation and siding, drywall finish, refurbished wood for siding area used as home office, storage, TV. Fireplace for heat. Wood framed with new egress vinyl windows with ufactor of .32 or better, 6ft vinyl patio door 36inch walk thru door -metal -west wall 119sgft. east wall 161sgft. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit ard form the work described and approved in conjunction with this permit. I further attest ihI am le ally authorized to include all en ' �e' d within this document as parties to the work to be performed and that alrwork t, e-perfgr.Ted is disclosed in this docu nt a�its' accompanying approved plans and specifications. j, Signature of OWNER__ CON R (Circle one) Date 1. This permit was issued based, n the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required 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 f any inspection. Signature of Chief Building Official Date fk'1 REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheatj�qge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsOki.wheatridge.co.us FOR OFF CE USE ONLY Date: � � 121 ftn/Permit Plan Review Fee q /, Eq 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 p;rllft): Property Owner Email: qC�� AU t, <::Z\ i Y \ p , + , Mailing Address: (if different than property address) Address City, State, Zip: r'LM_tT=y___ATr- =17717 Architect/Engineer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: Other City Licensed Sub: City License # Phone: 40n- Mechanical: W.R. City License # Complete all information on BOTH sides of this form N e+ ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE SNEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING gRESDENTIAL 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) Re-mnVAl of CRs M4% -I F -p Aceyy% A* (ftr.lr--PORA- (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.)iAKe- ori- qss t ooXs An1J 'iZePlhCe (-O - (k new t �S + W Aw< w i*\ W i A0-aWs , Ar -4) s a,:,�cl t tJt��wy�l� �:�.�s 11. ARCS! Vsc b .tic hcnAe oRL C e , ,> (oRN e T � Fr�ePIAe� �a� tA<f Nt WOOL T�zbkm2D Y\Cfw SCS \)4k I( c ( wjk6cv,T ��v a�-�el,l weS�w^rtt 1t�j 54�� fast wRl1 Sq. FtJLF Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ tL[W _ ' (Q-,00 �r CU3 36- WMK 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 1 have read and agree to abide by all conditions printed on this application and that 1 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 t�ation to list that entity on this application. CIRCLE PRINT NAME: (CONTRACTOR) or h SIGNA ZONING COMMMENTS Retie BUILDING DEPARTMENT COMMENTS Reviewer T- " PUBLIC WORKS COWAENTS liq Revwmww PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Rece+ved ❑ Nat RequilTed Sanitation District ❑ Received ❑ Not Required VE) of (OWNER) (CONTRACTOR) DATE: t 1 I OCCUPANCY CLASSIFICATION T pr= OF CONSTRIjCT O'.V SPRINKLERED OCCUPANT LOAD Mo 4,, X -51k 13 -W 1 5 � i3_�Jb 60 Building Division Valuation: $ L City of .40 AOPA Wh6atidP_ e COMMUNITY DEVELOPMENT g Official Certification of Property Owner for Trade Specific Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): a I Project Property: I K L State of Colorado } Cou my of �J`e`r. s �. } ss The foregoing instrument was acknowledged by me this day of 0�� y , 20 /? by ROBIN LEE EATON Notary Public State of Colorado Notary ID # 20164034534 MY Commisslon Ex fres 09-08-2020 My Commission Expires G% l LL 20J& v - Notary Public i C U W Da V V ;c In O T C;M �ea"�`d9g i �, `k LO JL rj �Q _y � 6' •� � ) h aa,•r� R A cn ET PIP � 1 $q g b +- rhaW6 C6 ®f iq t K4 'g COMMUNITY DEVELOPMENT Oma` �6 City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 � F: 303.237.8929 All work is subject to Field Inspection and must comply with the 2012 IRC,2012 IPC, 2012 IMC and the 2014 NEC 3 Burial depth requirements: Electrical - direct burial conductors shall be a minimum of 24 -inches deep, non-metallic conduit 18 -inches deep or 24 -inches under driveways. (IRC Table E3803.1) Water Lines - shall be a minimum of 36 -inches deep. (IRC P2603.6) Gas Service Piping - installed a minimum of 12 -inches below grade or 8 -inches below grade where serving individual outside appliances. An 18 AWG yellow insulated tracer wire must be installed adjacent to underground nonmetallic gas piping and terminate above grade at each end. (IRC G2415.1.2 and G2415.17.3) 4 Underground plumbing pipe shall have a solid and continuous load-bearing support. Piping cannot bear on rocks. Pipes passing under a footing or through foundation wall shall be provided with a relieving arch or a sleeve. Trenches parallel to footing shall not extend below the 45° plane of the edge of the footing. Water piping must be buried a minimum 36 -inches deep. Water service pipe may be installed in the same trench as the building sewer provided the sewer pipe material is listed for underground use within the building or the water service pipe is separated from the sewer by a minimum distance of 5 -feet horizontally or elevated at least 12 - inches above and to one side of the sewer line. 5 Frost depth to the bottom of the foundation footings must be as noted on the engineered plans. If not noted, the frost depth to the bottom of the footings must be a minimum of 36 -inches below finished grade. (IRC TableR301.2.1) 6 Caisson and helical pier foundations will not be inspected by the city of Wheatridge. A qualified, Colorado - licensed engineer must perform the placement, drilling, and reinforcement of drilled piers. A signed, sealed and dated inspection report must be provided to Building Inspection Services prior to the rough inspections. (R 110.5.2.3) 7 A perimeter drain system that discharges to an approved drainage system is required around all foundations that enclose usable spaces below grade. Foundations that retain earth and enclose interior spaces below grade must be damp proofed. (IRC R405. 1,R401.2.14) 8 Slabs below grade must maintain a minimum of 6 -inches above the design water table. The interior finished crawl space grade must be a minimum of 36 -inches above the design water table. (R401.2.1.3and 8401.2.1.5) 9 Garage floor surfaces must be approved noncombustible materials. Floors must be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. (IRC R309.1) 10 Foundation plates and sills must be bolted to the foundation wall as prescribed on the engineered plans. If not noted, bolts shall have a minimum diameter of Y2 -inch, embedded at least 7 -inches and spaced not more than 6 -feet apart. A minimum of 2 bolts are required per plate section, with one bolt located within 12 -inches of each end of each plate. (IRC R403.1.6) mm.ci.wh eatridge.com s Rough Framing and Wood Requirements ade after the rough framing, rough electric, rough plumbing, and ! N The complete rough inspection is to be m rough heat and ventilation are complete. The building should be fully enclosed with the roof covering and siding in place. 12 Protection from decay shall be provided in the following locations by the use of naturally durable wood or wood that is preservative treated in accordance with AWPA U 1: (IRC R317) A. Wood joists closer than 18 -inches and wood girders closer than 12 -inches to grade located within foundation periphery. B. Wood framing members that rest on concrete or masonry foundation walls and are less than 8 -inches from the exposed ground. C. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground. D. Wood girders entering concrete or masonry walls with a clearance less than'/2-inch. E. Wood siding, sheathing, and wall framing less than 6 -inches above the ground. F. Wood members supporting moisture -p arm ched dable �ectly to the interior of below grade exors or roofs that are exposed to the t rior masonry or G. Wood furring strips or wood member concrete walls. H. Wood in contact with the ground, embedded in concrete in direct contact with the ground or anent structures intended for human occupancyshal be concrete exposed to the weather that supports perm approved pressure -preservative -treated wood. [ :Accessible under -floor areas shall be provided with a minimum 18 -inches x 24 -inches opening through the floor or 16 -inches x 24 -inches opening through the perimeter wall. When the access is through a below -grade wall an areaway of not less than 16 -inches x 24 -inches must be provided. Where equipment is located beneath the floor, the access opening must be within 20 -feet of the equipment and allow the removal of the largest piece of equipment. (IRC R408.4 and MI 305.1.4) Basements greater than 200 square feet and every sleeping room shall have at least one operable emergency and rescue opening or a door to the exterior. f _� Emergency escape and rescue openings shall meet the following requirements: A minimum clear width of 20 -inches, a minimum clear height of 24 -inches, with a total net clear opening of 5 square feet for grade level windows and 5.7 square feet for all others. A sill height of not more than 44 inches measured from the finished floor to the bottom of the clear opening. Window wells for emergency escape and rescue shall provide a minimum net area of 9 square feet with minimum horizontal projection and width of 36 -inches. The area of the widow well shall allow the emergency escape and rescue opening to fully open. (IRC R310) i 6 Columns must be restrained to prevent lateral displacement at the bottom end to insure against uplift. (IRC R301.2.1, R407.3) i 7 Fire blocking shall be installed to cut off all concealed draft openings in the following locations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. E . At interconnections between concealed vertical and ducts, spaces such as occur at soffits, drop ceilings, and cove ceilings. . In openings around vents, pipes, re at wires, chimneys, fireplaces, and similar openings that fford a passage fr bottom of the rano anld between gtuds in line w t the run and floor levels. 11. In concealed spaces between stair stringers at the top a of the stairs at unfinished walls. I F At least one egress door shall be provided for each dwelling unit. The egress door shall be side -hinged, and shall provide a minimum clear width of 32 -inches. Egress doors shall be readily openable from inside the dwelling without the use of a key or special knowledge or effort. (IRC R311, R311.2) There shall be a floor or landing on each side of each exterior door, The landing must oto inches below the top of the threshold of the door provided the door does not swing over ftr than 73/- 8311.3) g lan`Tip (IRC 2 C Handrails shall be provided on at least on e side of stairways with 4 or more risers and ramps with a slope exceeding 1:12. Handrails shall be mounted 34 -inches to 38 -inches above the nosing of the treads. Handrails must be continuous for the entire length of the stairs and provided with a minimum space of 1!/2-inchp wall and the handrail. Ends shall be returned or terminate in newel posts or safety terminals.Se between the requirements and more information. (IRC R311.7.8) See the 21 Handrail Grip Size Shall Be: A. Circular Handrails: 1 %-inch to 2 -inches perimeter. B. Non -Circular: 4 -inches to 6% -inches maximum cross section of 2 V4 -inches. (' Perimeter Dimension Greater than 6 V4 -inches: shall have meter with a on both sides. a finger recess 22 Guards must be provided for porches, screened porches, balconies, fixed seating and raised floor surfaces more than 30 -inches above the floor or grade below. Guards must have a minimum height of 36 -inch sides of stairs with a total rise of more than 30 -inches above the floor or grade below shall have es. Open guar than 34 -inches high. Intermediate rails shall not allow the passage of a 4 -inch sphere. (R312)Wi ds not less protection must be provided for window openings less than 24 inches above the finished floor and m fall inches above grade or surface below. (R312.2) ore than 72 23 Ceiling heights for habitable rooms, hallways, bathrooms, toilet rooms, laundry rooms and be a minimum of 7 -feet measured from the finished floor to the lowest ojection of the ceilin be shall g Non -habitable basements may have a ceiling height of 6 -feet, 8 -inches with clearance below beams and ducts of 6 -feet fl- inches. Bathroom may have a ceiling height of 6 -feet, 8 -inches at the fixture front clearance area and over the fixture. (IRC R305.1) 24Attic access must be provided for attics that exceed 30 square feet and that have a vertical he' or greater. The access must be located in a hall or readily accessible location with a minimum 22 -inches x inches access opening. The access must provide a minimum of 30 -inches he fight of 30 -inches headroom. (IRC 8807) 30- 25iEnclosed attic and rafter spaces must have cross ventilation for each space through screened total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated. The reduced to 1 to 300 if 50-80% is provided by ventilators located in the u openings. The area maybe barrier not exceeding 1 perm is installed on the warm side of the ceiling. At least portion 1 chs spthe ace orifi vapor between the roof sheathing and the insulation at the location of the vent. (IRC R806) p is required 26 Rafters must be framed to a minimum 1 -inch nominal ridge board that is not less than the end of the rafter or to each other using a gusset plate. Hip, and valley rafters shall be a minimum depth 2 n the cut not less in depth than the cut end of the rafter. Hip and valley rafter shall be su f 2 inches and bearing partition or be designed. (IRC R802.3) Pported at the ridge by a brace to a 27 Rafters and ceiling joists having a depth -to -thickness ratio exceeding 5:1 shall be provided with lateral support at points of bearing to prevent rotation. Rafters and ceiling joists having a depth -to -thickness ratio exceeding 6:1 shall be supported laterally by solid blocking, diagonal bridging or a continuous 1 -inch by 3-inch pportin wood strip nailed across the rafters. (IRC R802.8) Roof trusses or rafters must be attached to s n with approved hurricane clips. Trusses must be braced to prevent rotation and to provide lateral walls accordance with the construction documents and the individual truss design drawings. (IRC R502s1 .2, in .2, 8802.11) i Trusses must be designed and fabricated in accordance with ANSI/TPI 1. A licensed professionfy the a l u acturer, the truss design. Trusses must be legibly markedand layout must be provithin 2 -feet of ided at the center to site at the rough framing prepare the design load, and the spacing. Truss engineering an y inspection. (IRC R502.11 and R802.10) coverings- Shingle q Roofing material Wood roofs in the plain areas are limited to minimum nd installation procedures n area Bwhere wind load is greater installation shall meet the manufacturer's9Rl R3251 and manufacturer's listing gh- than 105 mph (V3S). Chapter, han 8% of of not l ,w, All habitable rooms shall be provided with aggregate glazing area for naaverage e l light M1507sis satisfied and e floor area of such rooms. The glazed of 6 foot not andles at installed height of30 inches. artificial light is provided at an g in shall be installed in the following hazardous locations and obehowei sn glazing panels adjacentently labeled as tempered 31 Safety glazing lazin enclosing spas, bathtubs tempered glazing: glazing panels in doors; g g 4 -inches of the edge of a door; glazing panels greater than 9 square feet within ches of the enclosing and within 2 pools and spas; and glazing floor; glazing used for railings; glazing used for barriers for swimming 'n s and ramps within 36 -inches horizontally of a walking surface. (R308.4 through 308.4.7). stairways, landings , _�2 Skylights must be: (IRC R308.6 ) A. laminated glass (with restrictions). B. fully tempered glass (with retaining screen). C. heat -strengthened glass (with retaining screen). D. wired glass (with retaining screen in multiple glazing condition only). E. approved rigid plastic. F. Skylight U -factor required U-0.45. Skylights installed on roofs flatter than 3 units vertical to 12 units horizontal must be mounted on a curb4-inc es above the roof. Heating and Ventilation Requirements Crawl � I Crawl spaces ll be permanently shall be provided with conditioned air in complianwith Section ened to he0wallla d extend space walls shall be insulated. Crawl space wall insulation shall for a least an downward from the floor to the finish grade level and then vertically and/or horizontally continuous ClassIdvaporl 24 -inches. Exposed earth in unvent o 0 mil. All jorawl space int of the vapund orations shall bretarder shall overlap by 6-inches and shall be retarder with a minimum thickness sealed and taped. The edges of the vapor retarder shall rawls naces,Ven Ventilated crawlspaces shall be provided with attached to the stem wall. N1102.2.9.2.2 Ventilate P insulation. (IRC R303.1) e provided with outdoor openings for ventilationabovethe floor andequal t 4% of the floor �4 Habitable rooms must b 2 --feet from exterior area and shall have heating facilities capable of maintaining 68 at 3 e required to be an egress window walls. E. The windows need not be openable in a room where an opening i eriOe hourn that room, ora hole abland a mechanical ventilation system isel5 producing feetf outdoor air per minute. house mechanical ventilation system provides ed in bathrooms ere 3� Bathroom exhaust fans shall exhaust directly to the exterior andmust ilaton mustdbe capable of providing an windows of at least 3 square rieertare not m intermittent oprovided. 20 cfin continuousmechanical exhaust. (IRC R303.3, M1507.4) exhaust capacity of 50 cfin 36 Dryer vents must be rigid metallic, independent of all other systems, shall terminate outside the bu4�ding, be equipped with a back draft damper, and sized and terminated per the manufacturer. The maxim, ikkngt i°bf the exhaust duct shall be 25-feet (Unless approved under the manufacturer's listing) from the con*tior` AZ the transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum lengtt sof th6imhaust duct shall be reduced in accordance with (IRC Table MI502.4.4.1) Flexible transition ducts are limi`fed, 8-feet, shall not be concealed within construction, and shall be listed and listed per UL 2158A. (IRC M1502) 37 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M 1401.1,M 1902.2) 38 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC MI305.1) 39 Gas and solid fuel appliances located in a garage and hazardous locations shall be elevated so the source of ignition is at least 18 -inches above the floor. Rooms and spaces that are communicate directly with the garage and are not part of the living space shall be considered as part of the garage. Appliances located in garages must be installed at least 6 -feet above the floor or protected from motor vehicle impact. (IRC G2408.2, G2408.3) 4V Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M 1701.1, G2407.1) Air for combustion, ,ventilation and dilution of flue gases for appliances installed in buildings shall be provided with the requirement of (G2407.6 through G2407 .9).One opening shall be 12" below the ceiling and one opening shall be 12 " above the floor. 411 Gas burning appliances may not be located in or obtain combustion airfrom: a sleeping room, bathroom, toilet room, or storage closet unless it is a direct vent appliance or installed in an enclosure that opens only into a bedroom or bathroom in and such enclosure is provided with a solid weather-stripped door, a self-closing device and all combustion air is taken from the outdoors. (IRC G2406.2) 42 Gas logs installed in solid fuel burning fireplaces shall be tested in accordance with ANSI 221.60 and installed per the manufacturers installation instructions. Gas logs installed in bedrooms must be direct vent or provided with an approved source of outside combustion air. The approved gas log set must be installed in the Solid -fuel burning appliances at the final inspection. (IRC G2406, G2432, and G243 43 B, BW, and L vents and factory -built chimneys must be provided with a clearance to combustibles per them a manufacturer's listing. Where vents pass through insulated assemblies, they must be provided with an insulation shield. A clearance of 9 -inches is required between single wall vent connectors and combustibles. Gas vents must penetrate through the roof flashing, jack or thimble and terminate in a Chimneys listed cap or per the manufacturers listing. Decorative shrouds installed at terminations shall be listed and installed per the manufacturer. (IRC G2425, G2426, G2427) Electrical Requirements '44 All electrodes present at each structure shall be bonded together to form one grounding electrode system to include: Concrete Encased Electrodes (UFER), water piping, ground rings, grounding rods, and plate electrodes. Bonding shall ensure electrical continuity. The electrode conductor must be connected in an approved manner and inspected prior to concealing. (IRC E3607, E3608, E3609, E3610, E3611) 4S All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechanical connection at the time of rough inspection. 16 Recessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N 1102.4.5) 47Tamper -Resistant receptacle outlets are required in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreationE390r1 or simiar E39021 and4002.1-4002.14)enig areas spaced so that no point along the wall line exceeds 6 -feet from an outlet A Counters 12 -inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. 11 Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. ". At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. ( Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within 25 -feet of the equipment. E' Hallways 10 -feet or more in length.(E3901.1) 4 � Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. 9 A least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 -amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) ,0 Around fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations, crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 51 Combination type arc -fault circuit interrupters must be installed on all 120 -volt 15 and 20 -amp branch circuit outlets in receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 52 At least one wall switch -controlled lighting outlet shall be installed in every habitable room, bathroom, hallway, (I Oft) stairway, attached garage, detached garage with electric power, and at the exterior side of each outdoor egress door having grade level access. Attics, under floor spaces, utility rooms and basements containing equipment or used for storage must be provided with a switch operated light. (IRC E3903) 53 Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit.(R314.5) Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B Outside each sleeping area in the immediate vicinity of the bedrooms; and ,' One on each additional story including basements. 54 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired appliance(s), or a fireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance to each sleeping room. Must be listed by a nationally recognized, independent lab. Plugs into a dwelling's electrical outlet and has a battery backup. They may be combined with a smoke -detecting device if the combined device complies with applicable law. (IRC R315) 55 Clothes closet lighting shall be limited to surface -mounted or recessed incandescent fixtures with completely enclosed lamps, and surface -mounted or recessed fluorescent fixtures. Recessed fluorescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. '.;6 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least 6 -feet, 6 -inches above the floor. (IRC E3405.2) 57 Electrical fixtures installed in wet or damp locations shall be installed so that water cannot enter or accumulate n wiring compartments or other electrical parts. Fixtures installed in wet locations must be labeled "suitable for wet locations". Fixtures installed in damp locations must be labeled "suitable for damp locations" or "suitable for wet locations". Switches or circuit breakers located in wet locations or outdoors must be enclosed in a weatherproof enclosure. Outdoor receptacles must have a weatherproof enclosure and an in -use cover. Cord -connected fixtures, hanging fixtures, track lighting, pendants, and ceiling fans sh*l not be located within3-feet horizontally and 8 -feet vertically from the top of a tub or shower rim. (IRC 103.9, E4002.8, E4002.9,E4002.10, E4003.9, E4003.1 0,E4003.1 1) WheatRld9e Plumbing Building Qiv19 71 0 1M 58 DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed .1 ) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 51hs of pressure for 15 minutes. 514 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 60 Bathtubs, walls above bathtubs with shower heads, shower floors, and shower compartments shall be finished with a non-absorbent surface which extends to a height not less than 6' above the floor. Showers must have a minimum 900 square inches of interior area and a minimum dimension in each direction of 30 -inches. Shower valves must be pressure balance/thermostatic mixing valves. Shower receptors shall have a curb threshold not less than 1 -inch below the sides and back of the receptor. The curb shall measure a minimum of 2 - inches to a maximum of 9 -inches above the top of the drain. (IRC R307, P2708, P2709) 61 The centerline of toilets or bidets shall not be less than 15 -inches from adjacent walls or tub. Toilets, bidets, and lavatories must have a minimum clear space of 21 -inches in front of the fixture. Lavatories require a 4 -inch clearance to wall or to a toilet. (IRC P2705) 62 Showers and tub/shower combinations shall have control valves of the pressure balance, thermostatic mixing or combination pressure balance/thermostatic mixing valve types with high limit stop per ASSE 1016 or CSAB 125.1. Tubs shall also have a control valve as listed for a shower or a water -temperature -limiting device that conforms to ASSE 1070. The high limit stop for a device shall be set to a maximum of 1201. (IRC P2708.3,P2713.3) 6_� Shower doors shall have safety glazing, hinged shower door shall open outward (R308.4.5, P2708.1) 64 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. (IRCP2902.2, Table P2902.3, P2717) Insulation 1 '68 R-20 Walls (new construction ) R-49 Ceiling R-19 Crawlspace Windows.32 Floor R-30 Mi Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N 1103.2. 1) n'7 Combustible insulation shall be separated a minimum of 3 -inches from fan motors and heat -producing devices. Insulation shields must be provided where vents pass thorough insulated assemblies and must terminate at least 2 -inches above attic insulation materials. Can lights must be airtight if located in the building envelope. Wallboard Requirements Wallboard Requirements Ali The garage shall be separated from the residence and its attic by materials of not less than 1/2 -inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8 -inch Type X gypsum board. Openings between the garage and residence shall be equipped with solid wood doors not less than 1 -inch in thickness, solid or honeycomb core steel doors not less than 1 -inch thick, or 20 -minute fire -rated doors. Openings are prohibited between garages and rooms used for sleeping. Doors between attached garages and living space shall be weather stripped to the degree necessary to make them airtight and shall be self-closing and self -latching. (R302.5.1) 6q Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with 1/2 -inch gypsum board (IRC R302.7). 7(r Cement, fiber -cement, glass mat gypsum backer and fiber reinforced gypsum in compliance with ASTM C 1288, C 1325, Cl 178, or C1178 and installed in accordance with manufacturer recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas. (IRC R702.4.2) 71 Nail spacing for gypsum board 1/2 Ceiling 16oc 7" nails 12" Type S screws, 1/2wall spacing 24"oc 8"nails, 12 "screws. 5/8 ceiling 16oc 7" nails 12"type S screws 5/8 wall 24oc 8"nails 12" type S screws. 12 Water-resistant gypsum backing board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, Cl 178 or C1278. All cuts and exposed edges shall be sealed. (IRC R702.3.8) Final Inspection Requirements 73 Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. 4" high, with a minimum stroke of 1/2" (IRC 319) 74 All dwellings shall have a controlled method of water dispersal from roofs that will collect and discharge all roof drainage at least 5 -feet from the foundation. Gutters, downspouts, downspout extensions shall be deemed adequate to meet these requirements. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 -inches within the first 10 -feet. (IRC R401.3 and R80I ,J t � 4 T •'F� y`a a } MAS APPROVED z ndr. vvuM v P IMENTS:�,cT'M Qlil,�A'v1I'r �L�9 �j n1C1 COMMUNITY DEVELOPMENT APPROVED Reviewed for Code Compliance tl" E:anYner Dace ne@ecws9r&7he er*P~wma•o•ror.ipedow m o.saop- ., s6 FWkCgP9nPQAe;pewpo..r,c«..w..w &WO(ow MWOM 010W W&V Ca* orClaw oil, &*MGM, A+wb o wroo+veavrnaarovlolaeeo>onP fteM0WS MC("* w+y roleso.otherorQn —6j0WC7ryz W ft*tMwit Landscaping removed or damaged during construction must be replaced prior to final inspection. t F Owner/Contractor is responsible for locating property lines 1. and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Ai A k: ON SITE PL MUST BE ON �� SITE FOR INSPECTION ALL Pro'ects are Sub'ect to Ficid In 'tions i� ' ^�, .,..�. -. �r�:..•.:-�—�........_.�� ! n,�e�. .. i S 3�.�m�.ns:a.-ate. / � � t f r� F i i I CVA id ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subiect to Ficld Incncctions i CITY OF WHEAT RIDGE A Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `� w Job Address: 1�) (�) k) s ti c Permit Number: W -ca, } ri%.^4, -t> =,=A r n.t S u ❑ No one available for inspection: Time I G PM Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 A Date:T ; _., ; f, Inspector' n._.-._._. �c•.d DO NOT REMOVE THIS NOTICE o Plumb. 0 Mech. 0 Structural 0 Other D 1 st D 2nd D 3rd Job Address: 35q/") ~///i/? S~e~ / ~-;:;L;:lt:::-/?A/7~ . t7~. ,/C-k' #~ /PP/h9 f'C:/ oRe-inspection fee of $ must be paid prior to re-inspection. o Blocked Access o No one available for inspection: Time AM/PM 'When corrections have been made, call for re.ins ection at 303.234-5933 ~. DO NOT REMOVE T Date:aO/~O/ Inspector: 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. 1. This pe~mit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building official. 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 have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall rece~ve written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any~olation of the~sions of the building codes or any other ordinance, law, rule or regulation. All plan review ~~ject tlllflelll!!"in~"ions. >~4 Signature of C:&.;i.oIf'r Building Offic,/l -... date Signatu~-~~nrr~rnr/~ date t.;-h -07 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 full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all othEr ces, for work under this permit. plans subject to field inspection. "Please Note: OWner I eontraetor is responsible for loeating property lines and constructing impTO'Jementf: :lCeoroing to the approved plan and required development st::.ndxcc3. lUC ea, :~ R,,'..pnndhle for inaec~rate lnf0wl0lic:l submitted \vithin the plan set and any COh;~! ...h..~~_.. errors resulting L'om in:.cCUI2.t:; :'l~:':::-~l:,:"_:un. Comments: MR: 4/3/07 R~l Subject to field inspection PROJECT VALUATION, ESTIMATED FEES 58.34 .00 21. 60 79.94 If~~CID Permit Fee Total Valuation Use Tax ** TOTAL ** 1,200.00 ** FEE SUMMARY ** R-3 0/ USE: BLOCK/LOT#, R~l UA ** PARCEL INFO ZONE CODE, SUBDIVISION, ** RAY RIGGIN *** CONTACTS *** OWNER 303/423-5441 04/03/2007 09/30/2007 ISSUED: EXPIRES: FENCE WITH ONE ROLLING GATE 070274 3380 KLINE ST 205' 6 FOOT CEDAR PERMIT NO: JOB ADDRESS: DESCRIPTION: City of Wheat Ridge Residential Fence PERMIT - 070274 . ~~ .H[~r .p "- / ~ " - 0 U M C'OLORI'-\P COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) MINOR APPLICATION Building Permit Number: Date: f'T(L PLAN #Ol-oolY Property Owner: 12 i G-G-/ N Property Address: 33"e:O J.(LIAC si- Contractor License No.: Company: Phone.303-433 -64Ll( Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Bui/dinq Dept. Valuation Figure: $ J hereby certify that the setback distances proposed by this pennit 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; thai all measurements !.hown, and allegations made are accurate; that I have read and agree to abide by all conditions printed. on this application and that I assume full responsibility for compliance with the Wheat Ridge Bullding Code (I.B.G) and all other applicable Wheat Hidge Ordinances, for work under' it. Plans subject to field Inspection. Value:$j:lcJO. all Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ (QWNER)(CONTRACTOR): SIGN DA Td ,;(V"7J 7 DAT03 -..27" -0"""' (QWNER)(CONTRACTOR):PRINTED. Use of Space (description): Description of work: ~C6 \ . \ &- - c..~Wte FEt\JCf w'\-\-h. l- ~LS,.\vtl qtA+t Sq. Ft. added ONING COMMENTS: Approval: Zoning: BUILDING DEPAR () , \ ~~ ,o^x V\" SIC: Sq.Ft.: BUILDING COMMENTS: Approval: ,1\ Dr-~ ,- i"-'" I\'~'j ',,-'vI:. V 1-- i -~ MA~?(') . . ,~\ 1-2' . ! 1-1 1-1 #'";! .' 7 _. p/ C!1~ IRE DEPARTMENT COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: E:lectrical License No: Company: Plumbing License No: Company: Mechanicai License No: Company: E:xpiration Date: :l\pproval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new pennit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been 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 will change the natural flow of water causing.a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official ~'--- -~ .........~,- -'.....-.- , I 1 j I ! 1 i , i , , , ~ ....... ;< , ~ /"'"" ,,// >- V -4. .;> ~ "'JlO -.::)) C...... ~-~ .r- <;; .- -/: ,~~ ~, \t; .J , U ~ I I Y i , i i i i I , I , i i~ i 'f) i lL0 Ie ~ ~- 1......... j:L ! , , i 1 o ~ ~ t ~ e" u 1:3 ui r. t.l. 0 "t"J'S ~ e......g(:1~; c..~ c t: ';~: r: 500:,; " {{ i' .S . ,;;0 t1 E ~.' " : B 8.....~ ~1 ;} oo5Eol! _ ~ ~ m 0 ") .... S "-' 3 ~~.': .0 cS r:: g. u 5 .:~ .." U _ 0 0 ...._ E 8! rJ"'O ,-. .:S:suoosafJ .... 8 ~"'C... :.t tI e-otSoi;: till c. llJ '-" rJ lJ~e'!>~"o S; ~..... :::s:s,.g-;; fllooffv.lQ,.~ __.C::: .... c: 4) C) ....'.C O~~ o CJ"'O c..~ - -il a"" t" 1;1 ...0._ c; J; .s '- "l'J,Nc;.;:B o B ~ t:: ,.a f3 ~~~.:a"B~ t a 5.f'.t1 s fi~fr~]~ 0.5" ....:::l - !=:., ........ < , '" J '- , 'X. '"I "-V \, ~ '" D< (3 , I vi ~ ~ .) '\P ,~ VI' 711 I ! I ?t~ .......4 .- ....~ 1 ~ v ....... 2- r.;,!.. ~ ~c:; J~ :> >- ~ \l1 ~ ~ ./ ~ --~--_._-,- \"- =-. .:;::~! . i- - ~LC:rg-aSj.A~~I-~'-.__.._- City of Wheat Ridge Residential Electric PERMIT - 070257 PERMIT NO, JOB ADDRESS, DESCRIPTION, 070257 3380 KLINE ST change of service to 200 ISSUED, EXPIRES, 03/29/2007 09/25/2007 ampere *** CONTACTS *** owner 303/423-5441 Ray Riggin ** PARCEL INFO ** ZONE CODE, UA SUBDIVISION, UA USE, BLOCK/LOT#, R-3 0/ Permit Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED FEES 46.43 .00 16.20 62.63 PROJECT VALUATION, 900.00 ** FEE SUMMARY ** ~ < "':.:, '\ \ tf~"': J-;"-""~>~.' I, '. ~ \.~d~~.I~OI \ L.....,.." ,{...-. ~ {..:;,~., Comments: Electrica.l must meet 2005 NEe Subject to field inspection 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 measurement~ shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other apPl'C~ .eat R,dge . for work under th~e;::;~~~bJect to field in,pection. Slgnatur date 1. This pernit was issued in accordance with the provisions set for~h ln your application and is subject to the laws of the State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This per~it shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 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 have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be c.one that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any vio,.ation of the provi of the building codes or any other ordinance, law, rule or regulation. All plan review is ~t to ld pe Signature of Chi 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. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 . (303-235-2855) MINOR APPLICATION Building Permit Number: Date: I PLAN # PropertyOwner:'R \GG-/N Property Address: ~:::,~ I:(L i v'C 'S '\- , Contractor License No.: Company: Phone:303-4.~.s-6~4 ( Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building DelJt. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations, made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work und . . ns ject tafield Inspection. (QWNER)(CONTRACTOR): SIG~ DATO -->>cfl (OWNER)(CONTRACTOR):PRINTED DAT.:s -.;)1-0') Value:$ 9co.06 Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Use of Space (description): Description of work'kE..s l 'bcAJ11A-'-- Cf-{AI"C\ e of.sE t"\I \ C c:: Sq. Ft. added BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: . Walls: Roof: Stories: Residential Units: Electrical License No: Company: Piumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: ExpiratiOn Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 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 have been 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 will change the natural flow of water causing a drainage problem. (5) Contractor shall nolify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, "'ny violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Officiai r: 'tJ9t t,''lqi,J 8D3-bl/l~ ~ot:IS' -- -- ..~~ jt~~~-~=_~_~- ..- :~i:J'~~u. ..___~= ....=...... . i -.. - -.-i.L----.-----------n._ ---~~-jlJAiAl-~"".,.e.c_c2.a:,MmA ___..._ ... H_'+~____ - --- . -jJJ~ejt1&AL._ac/Lt_. ". . '-. -~L---.._ .Pl~.bff.c- - '.~LJL!1R..htAkrL.&M&e.;Z -- - . iL,,2~ ;V.J:2._ ~?".R.""t;. -- - -j$.Q.A/1J,L~"S~.l2_.I)UJw.:-r:t? ..;ee,..e/___ If 71f#N . - -.--- /-. .-----.-.. -'--.- '- / .~'1;;_r__ .___._._....._...__.. _'''___''__ ----.---JI_l'. -----.4-_~ ~.~~--_-.--_.__.. "_ IT ~ ':: _ ~XfJ" ~~/ h?' '- - -.-H..-.-.------------/:Y.L-,?!/'@___ . .- __. .---.-.--__.._n h..._ t-._~/-' [t7/,R~4'__-&_ :zD~L.a-:I.-.A~~jIjL.6.../J>rt.C_ "'-~. ..-... ~----~-~-_._~. -. +..--.. --.----.- . -- - -----_..--- I - It n- :1 ---it- ii ..--.-.-----~--__.. _u_ ___.. -'- --_... --"'-. -'". --- --'--'-'-_.__._~ - - -----:,~-----~-_._';.-~ -_..~. .~...~_. -~- --...f~.C.~- jlci/S"_ -=- .,/ V .....7'---- ~.::.t_,____..___ . .. " -.~. -- -.. --"'-.'--. ----.-. . -.----.. -._-- -_..-.._-----_.._~.,-_.. ; - .~l,_ "1 . - -.7!1fL-E~'L~~?.r. ._____.. _._ _______ ___.__________ ____ . --.--...------.----------- - ----------.----- ;i '''-- - ..~~++.. , --. '---.,,-- ._- --.._- .---. --___ ____~m __. ...__~_._.._".__ __._._________ __ __..___________ ___. __,.___,_._._ ""____ . .. . .. --.Li- _" _ . 1: ;f . H-.,. Ii i1 11 I d tI -~-_._.__... -- _.._._-_.~----_._- --.-.- ---_._~-~-_.__._----._-.._-_._---- -"-"~---- - .--, - ..__ u._. _. ___.___.__ - - -. "- -'- --- .,..-. -.._,-- City of Wheat Ridge Residential Mechanic PERMIT - 060983 PERMIT NO: JOB ADDRESS: DESCRIPTION: 060983 3380 KLINE ST Install wood burning insert ISSUED: EXPIRES: into fireplace. 10/13/2006 *** CONTACTS *** owner 303/669-3005 gc 303/420-9000 Riggins, Ray Ryan Carpenter 02-0790 Rocky Mountain Stove ** PARCEL INFO ** ZONE CODE:: UA SUBDIVISION: UA USE: BLOCK/LOT#: R-3 0/ Permit Fee Total Valuation Use Tax ** TOTAIJ ** ESTIMATED PROJECT VALUATION: FEES 108.30 l~~:H ~;] 3,000.00 ** FEE SUMMARY ** Comments: KS: Must carry EPA field inspections. Phase Must II or Colorado Phase meet 2003 IRC / 2002 III' certification. NEC. Subject to 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 recordi that all measurements s Wll, ~_?-nd allegations made are accurate; that I have read and agree to abide by all conditions printed on this d at 1 assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other at Ri~e Ordinances, for work under this permit. Plans subject to field inspection. Sfgn (contractor/owner date 'j ( , 1. ThWpe:~mit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State 0:: Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the buildin!3" authorized is suspended or abandoned for a period of 180 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 have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all ~nspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. ~~-~ Signa~ ' ~~ ,0.'. ~,..-r~"-'. -. -, ~,?~' '. INSPECTION REQUEST LINE: (303) 234-5933 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS date BUILDING OFFICE: (303) 235-2855 DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Community Development Department MINOR BUILDING PERMIT APPUCAT10N Propertyowner:7lg.>I~. I ~2v Property Address: ::; 3 '(;0 K" n '" ~ .,. I- Contractor License No.: b?o-:q"lO company:'-p,;;]C"7 f"'fOo.."'J...:, c;-k.UA- Plan Review #: Building Permit Number: Date: Phone: 353 "9~ lns- Phone:3d3 y20 'fro...) Buildinu DeDf. Valuation Figure: $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Value:$ 3o()c~ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total: $ (QWNER)(CONTRACTOR): SIGNED (OWNER)(CONTRACTOR):PR1N?' I " c~ "'.-1"" I-R-v , Use of Space (description): Description of work: 6""' I IA ..:.II.< Sf<:< VI , Sq. Ft. added I "1 0J<!lC!> d 6'Vv AY"C\?/4< "- BUILDING DEPARTMENT USE ONLY 1 11'''!5 ~ -L",s...,(}- -!", SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC W QRKS COMMENTS: Approval: ~IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Piumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This pennit shall expire if (A) th.e 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 180 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 have been orif suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications'shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Buiiding Official COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 17077 Date: 5/13/2004 Property Owner: MARY LOU FLIGHT Property Address: 3380 KLINE ST Contractor License No. : 21813 Company: Commercial Fire & Water Inc. Phone: 880-3880 Phone: 420-1939 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Total: $39,687.04 $705.65 $0.00 $476.24 $1,181.89 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 or compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicabl "d e r. ances, for work under this permit. DAT~-A'~Y Construction Value: Permit Fee: Plan Review Fee: Use Tax: (OWNER)(CONTRACTOR) SIGNE 'Ai Use: Description: REMOVE AND REPLACE ENTIRE ROOF SYSTEM DUE TO OVER LOADING (SNOW IN MAY). NEW ROOF WILL BE AN ENGINEERED TRUSS SYSTEM. SIC: BUILDING DEPARTMENT USE ONLY Zolling Comrnents: Approval: Zoning: BUIJdingCQrnmentliJ Approval: CR P,Ql>lIc Wqrks Comments: Approval: Occupancy: R-3 Walls: Sq. Ft.: 5/13/04 Roof: 30 LB Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Exp iration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a . r the ap wings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions 0 g co r any other or~e, law, rule or regulation Chief Building Inspector Please sign Terms and Conditions on reverse side of page. W. J. ROOT & AS::,oCIA TES CONSULTING ENGINEERS \504 SOUlli ZANG COURT LAKEWOOD, COLORAOO 80228 (PHONElFAX) (303) 980-508\ March 17, 2004 Mrs. Marylu Flight I3445 West 86th Drive l\rvada, CO 80005 Dear Mrs. Flight, ~~UBJECT Engineer observation and letter regarding the roof system of the single family residence at 3380 Kline Street in Wheat Ridge, CO. ;DISCUSSION The observation took place on March 15, 2004. The residence is a ranch style over a crawl space with brick veneer. There is one central support wall on a concrete footing in the crawl space. The purpose of the observation was evaluate the existing roof system and make recommendations for repair as needed. The roof structure consists of2x6 rafters at two foot centers with an approximate 3:12 pitch. The present shingles are wood shakes. The spans on these rafters is about sixteen feet. Over the original residence portion, the rafters are collar tied with 2x4 members at roughly mid height on every other set of rafters. There are randomly placed 2x4 struts used from the main floor bearing wall below up to the 1 x6 ridge board. The portion of roof over the original carport (now enclosed) consists of 2x6 rafters at two foot centers with single 2x member purlins, collar ties (which also provide the flat area in the semi vaulted ceiling), and diagonal braces. The single member purlins are spanning roughly twenty-four feet across (north/south) this now enclosed area. There are several rafters and the ridge board over the original residence portion that are broken or split. When viewing the entire roof from the exterior, there are very definite deflections in both portions of the roof. RECOMMENDATIONS 1. With respect to the thirty pound per square foot live (snow) imposed by the building code, the maximum unsupported span for these rafters shall be about nine feet. Therefore, additional bracing is required. To provide the added support would involve new purlins and struts. According to the International Building Code the struts have to be installed at an angle greater than forty-five degrees. Due to the shallow roof pitch and the central location of the main floor bearing wall, the struts can not be installed at an angle called out by code and still reduce the rafter span to less than nine feet. Therefore, we suggest the best financial and practical solution would be to remove the entire roof system and replace it with pre engineered truss system. This will also necessitate the removal of the entire ceiling joist systems, because some of the joist systems are perpendicular to the rafter spans. If we can be of any further service, or if there are any questions, please feel free to contact us. Respectfully submitted, Itdr2d , Bill Root W. J. Root & Associates ".~.~'~\'!) ~;;,':I;'l''!ij; /~plM." 'i Ii..' \i '?;jnh~ (\ :';(7.1(/1 ii'" '1ft I L 'f:>- ',:" "~h <?~:~~~~::' i\j ",C;,.-. ~~< .Hr~r ~/ ~ 0 _ C> U M COL OR ",00 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION ,LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST.29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Building Permit Number: Date: Property Owner: ~A~i t.OJ ~ Property Address: ~ KG1'A:JG .sf. Contractor License No.: i!!.1'8J3 , Company: CJ::JHH(;R/::TI/(. ,:;:hi f WMeR.. Phone: 3/8PI;:)~381b (itlM) ~/~ Phone: :i/ f.fWA fl3"f OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:!!: Total:$ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work und"thiSGP . (OWNER)(CONTRACTOR):SIGNED f ____ d DATE 1'3 / Description: aHoVe !tP}, ?e~ ii/Ju:itff /2J:t:Jf ~8t ~ iO Ol ,.J6t,J ~ ~ 86 " ~lJ!:Ub 1E'JS.5 6;4SreN. l:STA<. \J/>(.tJil C'~~ 3Cf.<'87. 0 Sq. Ft. added BillLDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approvai: aP s-:.-/3-t:J~ PUBLIC WORKS COMMENTS: Approval: Occupancy: f?- -5 Walls: Roof:..5DLb Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) 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 have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approv rawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the pr . 10 f the building codes or any other ordinance, law, rule or regulation. Commercial Fire & Water, Inc. 7804 Ralston Road Arvada, CO 80002 Office (303)-420-1939 Fax (303)-420-2703 EIN# 38-3667282 Administrative Information Type of Estimate: Collapse Client: Mary Lou Flight Property: 3380 Kline St. Wheatridge, CO Operator: HEFFLEY Estimator: Dennis Zewe Business: 7804 Ratston Road Arvada, CO 80002 Date Entered: 12/22/03 Home: (303) 422-3543 Business: (303) 420-1939 Price List: 01-27-04 RestorationlServicelRemodel with Service Charges Factored In Estimate: FLIGHT This is only an estimate and could change depending on hidden damages, building code upgrades, and customer choices. Commercial Fire & Water, Inc. 7804 Ralston Road Arvada, CO 80002 Office (303)-420-1939 Fax (303)-420-2703 EIN# 38-3667282 FLIGHT "-~/... ._.~ /'/ '._2- R_"""" Room: Roof CAT S.:L ACT DESCRIPTION CALC QNTY RFMOVE REPLACE TOTAL RFG WSRMV - Remove Tear off, haul and dispose of wood shingles 29.52 29.52 SQ 44.50+ 1,313.64 RFG 280 + 3 tab - 25 yr. - (hvy. wt) compo shingte rfg - inc!. felt 32.66 32.66 SQ 122.00= 3,984.52 RFG FLCH & R&R Chimney flashing - average (32" x 36") 1 1.00EA 11.63+ 243.16~ 254.79 RFG FLCH> & R&R Chimney flashing - large (32" x 60") I 1.00EA 15.52+ 318.47= 333.99 RFG FLPIPE & R&R Ftashing - pipe jack 6 6.00 EA 4.37+ 24.39~ 172.56 RFG VENTB R Detach & Reset Roof vent - turbine type 2 2.00 EA 104.98 RFG DRIP & R&R Drip edge 127 127.00 LF 0.20+ l.58~ 226.06 FRM SHIX6 - Remove Sheathing - spaced 1" x 6" 2952 2,952.00 SF 0.39+ 1,151.28 RFG SHI/2 + Sheathing - plywood - 1/2" CDX 2952 2,952.00 SF 1.64= 4,841.28 FRM RF6SF> - Remove Rafters - 2x6 - 24" OC (3-5/12 Gable, per SF of floor) 2470 2,470.00 SF 0.50+ 1,235.00 FRM TR4+ + Truss - 4/12 stope - heavy loading TR: 1,472.00 LF 6.45~ 9,494.40 FRM LAB + Carpenter - General Framer - per hour 16 16.00 HR 54.89~ 878.24 SFG GUTA & R&R Gutter / downspout - aluminum 197 197.00 LF 0.31+ 3.91~ 831.34 SFG SFTM & R&R Soffit - metal 250.5 250.50 SF 0.19+ 3.14= 834.17 SFG WFRM2 & R&R Soffit - box framing - 2' overhang 167 167.00 LF 1.16+ 4.41~ 930.19 SFG FACM6 & R&R Fascia - metal, 6" 167 167.00 LF 0.21+ 2.90= 519.37 FLIGHT 03/24/2004 Page: 2 Commercial Fire & Water, Inc. 7804 Ralston Road Arvada, CO 80002 Office (303)-420-1939 Fax (303)-420-2703 EIN# 38-3667282 CONTINUED - Roof CAT SEL ,ACT OI;SCRIPTlON CALC QNT"\' REMOVE I~EPLACE TOTAL & R&R Fascia - 1 n x 6" #1 pine 167.00 LF 0.21+ 4.50~ & R&R Siding - steel, (29 gauge) 238.50 SF 0.29+ 3.14~ & R&R Builder board - 1/2" (composition or fiberboard sheathing) 238.50 SF 0.10+ 0.97~ - Remove Siding - hardboard - lap pattern - 6" or 8ft 238.50 SF 0.26+ * + Electrician - Detach and reset power lines that are connected to the house. 5 5.00 HR 55.51= This is a possible code issue and price could increase depending on what the city will require. SFG FACW6 167 SDG MTL+ 238.5 FRM BB 238.50 SDG MLAP 238.5 ELE LAB 786.57 818.06 255.20 62.01 277.55 Room Totals: Roof "~/.... '-"~ ... ../ .,_2 R_WI<I" 29,305.20 Room: General CAT SEL ACT OESCRIPTlON CALC QNl\ REMOVE REPLACE TOTAL FEE TIPF I DMO DUMP> 3 DMO LAB 8 + Taxes, insurance, permits & fees (Bid item) 1.00 EA 1,570.50~ Dumpster load - Approx. 30 yards, 5-7 tons of debris 3.00 EA 338.61+ General Demolition - per hour 8.00 HR 31.03+ 1,570.50 1,015.83 248.24 Room Totals: General FLIGHT 2,834.57 03/24/2004 Page: 3 Commercial Fire & Water, Inc. 7804 Ralston Road Arvada, CO 80002 Office (303)-420-1939 Fax (303)-420-2703 EIN# 38-3667282 Line Item Totals: FLIGHT 32,139.77 (kand Total Are<ls: 0.00 SF Walls 0.00 SF Ceiling 0.00 SF Walls & Ceiling 0.00 SF Floor 0.00 SY Flooring 0.00 LF Floor Perimeter 0.00 SF Long Wall 0.00 SF Short Wall 0.00 LF Ceil. Perimeter 0.00 Floor Area 0.00 Total Area 0.00 Interior Wall Area 0.00 Exterior Wall Area 0.00 Exterior Perimeter of Walls 0.00 Surface Area 0.00 Number of Squares 0.00 Total Perimeter Length 0.00 Total Ridge Length 0.00 Total Hip Length 0.00 Area of Face t FLIGHT 03/2412004 Page: 4 Commercial Fire & Water, Inc. 7804 Ralston Road Arvada, CO 80002 Office (303)-420-1939 Fax (303)-420-2703 EIN# 38-3667282 Summary for Collapse Line Item Total Materiat Sales Tax Subtotal Overhead Profit 7.700% 12,113.94 32,139.77 932.77 33,072.54 3,307.25 3,307.25 @ Dennis Zewe FLIGHT 03/24/2004 Page: 5 Commercial Fire & Water, Inc. 7804 Ralston Road Arvada, CO 80002 Office (303)-420-1939 Fax (303)-420-2703 EIN# 38-3667282 'RlIca bRoom Estimate: FLIGHT Roof General Subtotal of Areas 29,305.20 2,834.57 32 139 77 91.18% 8.82% 10000% L :rotal 32,139.77 100.00% FLIGHT 03/24/2004 Page: 6 Commercial Fire & Water, Inc. 7804 Ralston Road Arvada, CO 80002 Office (303)-420-1939 Fax (303)-420-2703 EIN# 38-3667282 Recap By Category @ 7.700% @ 10.00% (OJ 10.00% O&P Items GENERAL DEMOLITION ELECTRICAL PERMITS AND FEES FRAMING & ROUGH CARPENTRY ROOFING SIDING SOFFIT, FASCIA, & GUTTER Subtotal Material Sales Tax Overhead Profit O&P Items Subtotal Total Dollars 5,570.32 277.55 1,570.50 10,603.99 9,839.41 748.89 3,529.11 32,139.77 932.77 3,307.25 3,307.25 39,687.04 % 14.04 % 0.70% 3.96% 26.72% 24.79% 1.89% 8.89% 80.98% 2.35% 8.33% 8.33% 100.00% " Griml! To!al 3<1.687.04 FLIGHT 03/24/2004 Page: 7 "I- MiTek" MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 67619Q\l TELEl'HONE (916) 676 1900 Re: 8662 Com Fire & WateriKlien/8662 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Noble Truss-Colorado. pagcs or sheets covered by this seal: Rl2083 169 thru R12083185 My license renewal date for the state: of Colorado is September 30, 2005_ Anderson, B The scal 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 btIilding designer, per ANSliTPI-1995 Sec. 2. May 4,2004 Noble Truss colorado Inc. /449 N p.~er.on Road Cornmerc1al F1re _Water Sedalia Addre.. : colorado 3,80 Kli ne s~ 80135 Arvada Telephone: 30,-,46-9769 colorado Fax: 303-346-0571 Telephone 50 wlLJI: Ro .I.!oIil1 8662 )0 T 'L , L , I I ,."[ - '" I " ~. 1/ / I , ~ : i :;\ I 0 , t f-c ! ; .. .. .. III .. ~I .. .. ..I.. .. <'I.' U III, ..i III " III " ~ ~ ~ :' ~ ~, ( m 0 m .. 0 o' 0 0 0:1 to m' 'm io 0 0 0 0 010 0 0 o ~ . : ~ ~ , , , : F - 0 0 0 0 0' 0 ? 0 0 0 0 ~' f-c f-c ~ l- t- 0 t- ~ ~ l- I- I- ~ t- ~ ~ ~ I- ~ ~ I- , l- I I ! I / "i I T / I, I ,7 4 " I ; i / .. " I ' . l- I i // , ! I I" 'I . ,'- .- ~ --, , I . f -.-,'- , T~'- , i I I I GEpl J Truss--trans 'erre rom Layollt JQb ", I Trusa (TtV!!li'Tvpe' .8682' I GE03A ~USS Nrii5iel'iiJiicotcifiliCfo"lnc., Sed~il.. Colol'ado --_on ! Qty " Ply j Com Fire & Water/Klientsa62 .1 1 r . 4';2or-'SRl II Oct 17 201)zJiTel( IndUSirii;$~n~.pt~~1~8Y 0315;12;13'2004 P&g'e 1" r=1-~'+-__'___M'."_-"'--'---"-'!~ 1-4-0 1,$09.0 _.____.___,..1..... ..__._.._~t~_..__._,_,.,_... ,.... 11 12 13 , ~-;/;_"~c/-r~"fl"C""llf'1i~'~'~c~~:",~~~,,,..__ . tc:::::---- -- rt] t-llJ- - ~ t U.. - 1 .... --- --------~, 4><4 3.00 [T2 3x4 '___ ~ ~ ~ ~ ~ $ ~ ~ ~ _ ~ ~ ~ ~ U ~ ~ ~ ~ 3x4 = ~:p- ...... 31.li-CI 31-1-8 _.,.. ...-...... .." ~ ..".- _.- ... .. ... LOADING (p"'l SPACING 2-0-0 CSI Dm In TeLL 30.0 Platsl lnet.an 1.15 TC 0.26 Vtrt(L.L.1 nl. TCO~ 10.0 Lumber IncreBBIIl 1.15 BC 0.011 v""rr~J 0.02 IICLL 0.0 Aep Stfeaa lnor NO we 0.05 H orzrrLJ 0.00 8COL 10.0 Cod. UIICII7IAN51115 (MattiX) 1 st LC Ll Mln (/defl --- . .. -..,.. -.-.. Ooe) IIdofl nla >979 nl. 1-2 22 =240 LUMIlER TOP CHORD BOT CHORD OTHERS BRACING TOP CHORD BOT CHORD Sheathed or &-0-0 DC purlini. Rigid ceiling dil'eetly aDOlied or 10-<>-0 DC bracing. 2 X 4 SPF 1850F 1.5E 2 X 4 SPF 1550F 1.6E 2 X 3 SPF No.2 REAcnONS Ilbl8iza) 34-7/30-9-0, 22~2B5/30-II-O. 33~124/30.9-0, 35-132130-9-0. 36~134130.9-0. 37= 133/3Q.II-o, 3B-133130.9-0, 39=134/30-9-0, 40= 129/3Q.II-o, 41-155/30.9-0 . 42=2B/3Q.II-0, 43=351/30.9.0, 32 _134/30-9-0,31 =133/30-8-0. 30., 133/300!l-O .29-133130-9-0. 2B = 134/30-11-0. 27=129130.9-0, 25-155130-9-0. 25=2B130-1I-O ,24-351130-9.0,2=285130-.9-0 MI!IX Harz 2=-121(IOad ca$8 e1 M~x UJ:llrft 22 =-129I1olJd case 61. 3S=-2S11oad ca:ill!l 71. 3S...35Cload C3GC 6), 37=-320olilld CliIISI! 7), 3S...32(1oad case 7), 39""-32(1o~ Que 51. 4O=-33{1Dad Ciae 7), 41 ...,31(load case 51, 42=-28(1Dild cBn11. 43..54(108d Ct'l.se 71, 32=-22j1oad cast!! 81. 31 =-36(IOlJd case 81. 30=-32(1DBd CBBe 6). 29 ..32Uoad case a), 2a...-3~(lolJd 0.... 6),27"".33([08101 cue el, 2e...-31(toed oase 61. 25=-281Ioad caae 81. 24~.5.3('oild CI.I!l;e 81, 2=-1170oad case 51 Max Gr;lv 34ra14(I03d OSSI! 41. 22=407(1Dsd caBe 31. 33:::-12411oad can 11, 35'" 154(IGad cue 2),30- 1 54{1oac:l case 2), 37= 1S~IIQ~d case 21, 38= 153(loBd case 2), 39= 154{losd csss 2), 40= 148fload case 21. 41 J"t116(load case 2), 42 .. 51 (load case 3), 43=372(1oad case 21, 32= 156{1oad cne ~). ~1 = 154(10Bd CBse 31. 30~ 15:1l1oad c.!l~e 31,29= 1G3Uoad cay 3), 2B=154(1oad cllIIe 3). 27 = 14911Dad case 3), 2S..175(1oad Cl!lse 3), 26=51/lo&d Oil'S!!! 21. 24=372(1attd c"~e 31. 2=407f1oad ca!\e 2) FORGES IIbl - First Load Cue Only TOP CHORD 1-2=23.2-3=33.3-4=-32.4-5 =11, 6-G~-18. 8-7=9. 7-8=8. 8-9=9, 9-10=9, 10-' hll. 11-12=8.12-13=-17,13-14=-17. '4-15=-17.15-'6=-17. '6-17=-17.17-18~-17. 16-19=-18. 16-20=-12,20-21 =-32, 21-22 =-42. 22-23=23 BOT CHORD 2-43-4, 42-43~4, 41-42=4. 40-41 =4.39-40=4.36-39=4. 37-3B=4. 36-37=4. 35-36=4. 34-35=4,33-34=4.32-33=4,31-32=4,30-31 =4. 29-30=4. 26-211=4, 27-28-4. 28-27 -4.25.26-4, 24-2h4. 22.24=4 WEBS 12~3:1".104. 11.35=-107. 10-36=-107, 9-37=-107.8-38=-107, 7-38=-107, 6-40;;o~104. 5041 =.121. 4042=-33. 3-43=-26S. 13-32=-107, 14-31 ~-107, 15.30=-'07, 16.29-.107, 17-2B=-'07. lB-2h-l04.19-25~-1.1. 20-25=-33. 21-24-.265 ~'tinued on page 2 ..... WARNING - Vt'T'lb fluign pOl"dmefer." (1M REA!) NOTES ON THIS AND REVEIlS~ SIDE BEFORE USE oe'19n vAnr;l1Of LlllG only wltfl MmII1: t:Oflnl!Ctm. Th bUIlOfng tJDmllonenl1G bf'l 18 r:lellftf'lle bIl98CI GIlly IJPtIn PlrIll'Ml~ri 8hown, And AI lor an 1r'ldIvklWlI ecIl'1tponent It retllonalbl;l~":t~e:;;-d ~"!tdfld \/ArtlcQUy, ^pplll!Abillty of daulgn paramlMl!Il'!I ~1"1l;1 proper IndOflIOfIUOn 01' web mmHI'!l anly AcldlllonAl u: Q "'lAne' - nOt trust dt:uflpl", Bracing lIhQwn II fOf 1IIlI!lrlllBUppotI nf ImliMdlktl A(ldlllonal pI'Irml~nt b f oIl:orery bl"llclnA tClll'lliure ItIlblnly durlnQ cOl'llll'Uollan 18 tile MA(lOrl8IblIIty of IhA erecl<< l'og"'CllrlQ labrlf'1ll1l/on q:~I~A oonI 1:II000llt'111 tlnJcdure It tho rqr;~B1blllly ~I ,he bulldl"l!' de81gner. For Ql!Inen!ll gUldAnQIJ" 89 ~Inll S"tJlfIc:!~.lon Ind f.I~~,:gedtldollw)ry, er&etien, IiIIK1' bl'ltClnll'. COI1SUI! QST... QUI", SI.ndflfd, OS8. PlR1e InIIH~ 613 D'o..' ."_ .... .. n "1lI1".t.n.nOlt end eNClI", Reaomm......llon AvltlJaDle !I'l)m TN.. , 'W II, ..._hian, \Nt S3"'I'1I!!l IIr Milek Incluslrieo, Inc. Pl,ATES MII20 Weight: lOll Ib R120B~172 : ____J '_..-f.~.!..~ ,.... S",I.' "56.8 3.. c GRIP 197/144 May 4,2004 i Job I Tru$~ " j Tf\,J!:!1: Type 18M2 GE03A I ROOF muss -N~6if;l"M~s.'EOilorado Inc., SedlliTa-:-.~D---' -- : Oty j' Plv 'COni PirA & Water/Klien/8062 .._...___.I~ .. ~.~!.".n.'L___.. SJil1 $ Oct 17 2002 MllC'lk IndustrIes. Inc. Man MI!lV 03 15:12;1.:J .li004 R120a3172 4.201 P~-g~-_. NDTES 1) This trusS has been de!!.igned for tM wind load", generated by 100 mph winds lit 25 ft abOve ground level. using 10.0 psf top chord dead load ar'ld 10.0 !)Sf bottom chord df:ad load. in t~. gable end roof ~one on an otCUl'ancy c:stegorv II. eondition I enclo$ed building, with exposure C ASCE 7-9B per UBC911ANSI9U If f,'nd vertlcala or cantilevet$ exist, they are oXj)Osocl to wind. tf patches: e:ltlst. they are f:!:xpo!iled to wind, The lumber DOL increase ia 1 ,33, ~nd the plate grip incruse 1$ 1.33 2) Trulls dBSigned for wind loads in tne plane of the tf'1,J$S only. r:or atuds eXJ;lo$ed to wind (normal to the feesl. &H MlTelc "Standard Ga~. End Dotall" 3) Design load is ~sed on 30.0 p!ff spllloifitd root snow load. 4) UnbalanQed snow loads have been c::on$idered for thiS dlslgJ'l. 51 Overhang hatJ bflen design for 2.00 times livElI~d -r deed load. e) All p['te$ lire 1.5)(4 MII20 unlesG otherwJ~ IndicBtllr.1. 71 Gabla Btuds $!)ac::ed at 1-4-0 DC. Sl This truss has bCM desil:ln.-d for .10.0 pst bottl)l'l'll c:hord live load noncont::Urrent with any other live loads per iabl8 No. 16-8. UBC-91. 9) Non Standard bearing oondition. FtevJI!W required. 10) ihi$ tnJ$$ h:'$ been designed with ANS11TP11-1995 critttia. LOAD CASEIS) St"ndard A WARNING - V"iJ)' d...ign pn..",.rer.' n"<1 READ NOTES ON THIS AND REVERSE SIDE 8EFORE USE Ol:JJllgn valid for uee only with Mmlt Dl;II1l1ec:1Ort. ThllJ, dnlQn I!II ~ bulld[~ CC1rnponant to bllntr411Ad IIIlK1lC/l1dAd verllCltll1 Ap'[I :::' cnlyl.rpqn psroMol8r, &heWn,..nd I, ror II'Ilndlvklual COft1~nt I~ t9apollldblllty oj bUlll'lIn dill l'IllI y. ~ ca t!I of lMtltln pDTAmeM ond PlOPer h'lGOI'p(I/'Inon of web mAmbtlll: only. AclctIUanllllllll",pQ~ry bt~ In~ ~ n~t tl'tMrl dt;III:llltlOr. Bracing .!'lown IA fQl' l~ttRlllupport of Inlflvll:luBl Addnlonal [\lIIrrnanMI bre~lnq of thl! overat~ 0 n!lOlI~ tIIIltIllly li\lI'1nQ I>>nt:trllctlon 18 tI'IA mpon.l!;lblllfY of tI'lll ~Ol rDgAl"{!lnlt fabrlaltlOfl, QlmIIIY tontrol. IIl/;1rlg:~~ltJte If; ttl" re8~otIllIilbUlty or IIlcl building dllli_gn,r. Fllt gAn9rer ~t.I~' 10 INcln. SpeclflQ4lUOIl,ltnd H16-11 HI~II . very, amClkm, Ind b~ng, COl'IfIult Qn... QUllflY Sf..,.."" DSD~ PII" In.tI~U1e. In D'Onofrio 1)"\1''' ....dt'*': w~~";lon iliaci 8rwl:Jng AltCOtnrntll~'uon l'.Ivallable rtCIm Trut:1 IIr MiT&klndllllries, Inc. Job ~,' i :~"~S J' Trul>> Type 866~ ROOF TRUSS Noble Trus!: ColDrado Inc:;Sadalia;-COlor2do.' .. B'~ at" "'Plv i Com FIre & WaterfKIi.n/8662 ,. , J' 3 1 i (O~tion'lJ .._ ___ ...___Rl:~a_31_7_3_ 4~;'Ol"- SR1 !l: Oct 17200 MiTek InduatrTe1i"; inc. M-ori'iV!ay 03 1&:1":142004 Page 1 .-1:-'oQ'_r" ,.... ..,.._...~_._- --- -..---.-,- ..._-_.!.~-~._,. ---- I.. lSo0.4 3-7-12 f"'11-1~ . M_'~ ._,--,.._~,----~--,I ..... ,.... Salle -1:37.S 3.00 !12- 4><4 4 1.5X4 "'::; ..------ ----. -~---- -------. ....-. 1.&><4 ,e_ 5 .----- --- 3 __ .--- --- .::.---:-_.:.:::::-_:-:.~-.:::;;~--....... -.......-..::::...-......... -- -----:.. ----;;:.-:-;?:...,;,;,:::_::-. ---~--:-:::-:- -:-;:.--- ----. ......-. 2 __' ._' ii' ------:.:::6-=-- c L_--- ~ 3xG~ ..-..- --- ---. --::-------__~ 7 :~---->--J ~ ~ ----- Q M3 . axS "i!!I-___n___ _n___n_.. . 0.... PfaieOit,Oii-ij(vj'-- -'''Ta''O::4-0.Sd..I' 10+0 R-1f-S ~--_. 9-11-8 _.._~ ,.... LOADING TelL TCDL BCLL BCDL I..fl 30.0 10.0 0_0 10.0 .,----... -.., , l SPACING .-0-0 P1atu Increase 1.15 Lumber Incnlall'B 1.15 Rep Stress lner YES _ Code UBCS?/ANSIS9 CSI TC BC WB 0.77 0.7B 0.51 DEFL in Ooel Vert;(LW 0.22 8 Vert(TI..) -0.42 2-8 Ho"ITL) 0,07 S 1st LC LL Min l/defl .... 240 IId.-~-l :>999 >575 0/' -- PIA T1!S Mil20 GRIP lB7/144 W..,M: 99 Ib lUMll"ER TOP CHORO BOT CHORD WEBS 2 X 4 SPI' 16S0F 1.ge 2 X 4 SPF 2100F 1.BE 2 X 3 SPF No.2 BRACING TOP CHORD BOT CHO~O Sheathed or 3.9-14 oc purlins, Algid oe:llIng dlrectty applied or 8-10-5 DC twacing. REAGTlONS lib/size) Max Mort Max Uplift Max Grav 2 = 11 87/0-3-8, S = 1137/0-3-8 2 --BSII.ad .... B) 2:"!\.581(load casa 5}, B~.SS1 "oad case 5J 2=12S4(lo,d c;:"e 2). 6= 12641lasd case 3) FORe. IIbl. First Load Case Only TOP CHORD 1-2= 12.2-3=-2622. 3-4=-2041,4-5=-2041, s..6::=.-2622. 6-7=d2 BOT CHORD 2-8 = 253ft 6.8 = 2538 Wl!9S 3.B--90S. 4-S-9S2, 5-8--909 NOTES 1) Thl$ tru!l:$ h;)$ been ctC&i9nod for the wind lo:.ds l)Onll!lrat&d by 1 00 m~'" winds at 26 ft abo". ground 18~, USir'\lII 10.0 Dsf top chol'd dieM loed and 10.0 pd" bottor'l'l Chord dead lOad, in the gable end roof zone on an occupency clltegary 11. condition I enclo$4!d building, with ttcpOSl,lre C ASCE 7-98 per UBC97/ANSI95 H rmd vertIcals or oeantllevert:; exist, thev ate 8;w;po..d to wind. tf porches exiat, they are expoaed to wind. The lumber DOL increase is ',33. and the plate grip increal9 II 1 .33 2J Design load ia baled on 30.0 pgf Il:peclfled roof snow IQed. 3) Unbalanced Bnow loads haW! bft~1"I eo,",sJdcrcd 101" tl'li$ dC$~n. 4) Owrhang has been de$igl"l for 2,00 timealfve load + dead Iced. 5) ThIB trUBS has b,.,n deSigned fo~ ~ 10.0 psf bottom chord live IOBd nonconculTent with any othll!r live: IOi!llcl$ per Tabl. No. 16-B. UBC-97. GI This b'uSli: has been dSBlgned with ANSlfTP'1 1-1995 criteria. LOAD CASEiIS) Standard May 4,2004 A WAkNfNG. Verify design "(lfametns und READ NOTES ON THIS A.ND REVERSE SIDE BEFORB USE ~lrI1 WlUd fQr uee Clflly with MrTek Cl\InneclCll'!'; Tille <I&$1gn IA based onfy bulk:l1tlA ~mporll;lnt1o bIi InllltlRed and ~(led ~llrtleAlIy. Aj)pllalilblafty of ;::t:a=~~:;'r=I~=~~~~ ~=~:A~~ r:t~8IblIItyCf bu!!dlno _IAMr - nOttrull dilft'olgner. B1'fIdflSl mown It k.r tateral klt"pl)rtot lndlvldu.\ll ^dt:lmon ! y. r1t:1Iucmallllll'lporary bm~na 10 In~ure '1llblllty dllrlnR ~atrtl(!tfon Is 111ft 1lI9POnlllblllty of tht eUlOtDr _a plIl'lTUlMnl brAr;lnR Of Ihl!! overlll tlructurll& IhA T9lJPOl'loIblllty t)f 'lie bulf&nS deal-or ~r ,.Mlal ",.,.,." I1lga I.brlentlon qUAIlt.'con!I'OIM dllollv ... .'Y ......... 8lI Br.-I S Iftc:' "r ,~r'lle, ~ry. eroatfcn.and brllcing, conlull Q$T-8I QUIIllty 91.nd.... DB&- P'.\I1e In ~:,..!e:... .'~lon. end HI!J..g1 Hani'Ul'r'/J lnmll..ron JI~ BraCllng "ec:anu''IlInfttlOl'l eVRIItlbfe lrom";"" . y...,...... Onotr'la Drlye, Mad,"n, WI 0719 MIl v M1iek Induslries. Inc. Job . TfUGS ! Tru!llg Type 8552 T02 ! ROOF TRUSt , -'Nable ""FrussCOlorado' Inc:.SBdaMai; C"oio~-D. ,. f'Y ''"v 3 l' (optlonall SAIoOct1'~ ,.klndu,;trf",lne. Mcn"M'v0315;12;142004 Com F1rl! & Water/Kl1lEtn/See.?: R12083174 UOI F'Qe 1 .1.... ,.... ~11.a 1101100 5-11.8- ,..... 1.... Salle = 1:2~.7 5-11-8 4><4 = 3.00 [l2 3 _.--. ------ .-.. -------- .---- -..- ---- ----.. ------. -----. .--.......... -.---. ..-------..- .-..-- -------..... -.-- ------~--_.---~ ------ :!l [-.--. -.==\,~;L..-- Q --.------ [2j 3x4 _ .----- -------. 4 8 1.5><4 II -. _._--~~._~::~~::~~~=I ij ~ -- ">afl 30.0 10.0 0.0 10.0 ~-4-______.._S.11-!_., ....___ ._...____..1. _...!!~~-. ~ ~&. fI-r~~~--il! -:1r- Code VBC87/ANSI85 1.' lC II MIn IIdell - 240 ~1.11-Y ,.... lOADING TCll TCOl BCll BCDl PLAns MI120 GAIP '91/144 W.lght: 32 Ib LVMBER TOP CHOAO BOT CHORO WEBS 2 X 4 SPP la50P 1.5E 2 X 4 SPF laSOF 1.SE 2 X '3 SPF No.2 BRACING TOP CHOAO BOT CHORD Sheathed tJt 5-5-7 oc pu~lin9. RigId calling directly applied or 10-Q..O QC bracing. REACTIONS (lb/Blzel Max Harz M.xVlllift Max Grav 2=70010-3-8. 4=700/~3-8 2.-5'llood e... 8) 2".313(1o'd .... 51, 4H.373(Io.. c.., 6) _,z=810(load cese 2). 4=810(load CBse 31 FORCES (Ibl - F[r~t load Ca$e Only TOP CHOAO 1-2~12, 2-3.-1144. 3-4=-1144.4-5.12 BOT CHORD 2.6 = 11 06. 4-8 = 1108 WEBS 3-6-118 NOns 11 Thl$ trU$$ I-I.;II$~'" dhigned for the wind loada genermed by 100 mph winds at 25 ft above ground 1~e1. I,l.$ing 10.0 psf top chord dead load and 10.0 paf bottom chord dead load, In the geble end roof :!:one on an occupanCy category 11, condition I enclosed buildIng, with ,xPOSUI'(!! C ASCI; 7-98 per U8C97/ANSIS5 tf Bnd verticals or carnllever$. e)(l$t. they are tXPO$ed to wind. If pCJrchaa exist. they are expo.ad to wind. The lumber DOL Increase jll; 1.33. atld tho Plate ij!r;p mCreiltle j;: 1.33 2) Design losd 1$ ba,ed 01"130.01)&1 &:lJuclfied roof snow IDild. 3) Unbalanced anew loada have been Qon,ldered 10r this design, 4' Overhang has been design for 2.00 til'l'le$liVC lo~d + (lead load. 5) This truss h8$ been dC$igMd for a 10.0 paf bottom chord 1IYf;!' IQ,d nOnoon~rrcnt with any other live loeda P'" Table No, 16.B. VBC-97. ES) Thit; ttU88 hu been desIgned wi1:h ANSIITP11.1995 crit...ia. lOAD CASEIS) Standard A WARNING - VerlfJ' de.,;g. p<lromerm and ReAD NOTes ON THIS AND ReVERSE SIDE BEFORE USE ~~" Y.tlh11ot U:<;1il onlV wflh ~k con~ors. TIlI& ~'l!ln II bll!llldonlY IJPOI'I ~l1Imeteft: Jihavm, IInd It _en In(IlYlCIu.1 eom no e~~llonlMl to bEllnctallcnl ii1JK1 h~adAd .,.rtfcallv. Appllr.lll)lIIty of d..mgn paramRt,re and pn;lp8r rncorptlritnon or ponen 1$ re81l0n,lIbllllY 01 building det!.<lnRl' _ nollr'ullll dII'lnnlllo~ A.....I..~ .h.........'~ 1_ la"'_' t Ipp(l ::;~...m~rtl onlY. ~llIl1nlllllH'/lllO/1lry l;lrlclno III Inllll.lre It.b1IITy lftJr1r1{1 ecln!t1rUctfon Is II'tA ....pon:81b1N~;, 1110 ~=r r.rdl~: 1::~:-:aT1l tll'l~ng olthlJ overall mructure I~ tI" rMpon:tlblllty 'J' '"0 bulldlrlg dHI9ITt1f". For ,""anlt 1I1l1(ftlnce' ., 8P11l11'l 8p II 00, Qua!)' I1lJnlrol. IItO~I. ddltv..ry, &Mellen. IInd btOClI1{l, CftnlNlt an... Quality a"r)ClIld, MI- PI '-_. ICNlealhm, ana "18-91 MandllltllnM.IIAttI)ll tnd !IIflIlI!mt Aeoom_~d"IOrt ~vaIIlblc from lhtI. atlil ~lltu". 583 DrOno"" Drlvo, M.llleon, WI 53711 May 4,2004 IIr MiTeIc Ino:Iu.lries, Inc:. Joo ItNs8 ' Tru$$ fype ~8~~_ ___ :rea _~. ___.~ _ _I R~OF TRUSS Noble Truss Colatado tnc., ~Bdal'a. .....olotaClo . I Ow J' Ply I Com 'Fi're & Water;Klisn/86f12 ..... ....._.._L_ ~._-1l!e1Ional) _.'._-"-';~'.'oL. SR1 9 Oct 1 7 2002 MiTek lndulltrie8. Inc. Mon May 03 15; 1 Z; 15 "lJI./"t r-aQO 1 R12083175 4.201 1------ Go1l!.~_.__...+_. _._. ~1D-7 . ~~...IKI.. ..... ,...., ....., ~t:r;l..._ +.,. ..... 2O:t:L ..... , ---f-.- ._Jl~~..._,.._"._._-i!.:~~~ ~1~7 1+0 Soole' 1 :53.8 4l<4 3.00 [12 4 3x4 ". 3 --' . '__:~.___ .0" 3><4 _0 ..___-~:..:::.___. _ 5 -------~--:--_ 1.51<4/ /;/" ~,<:'"":_~--..- . /.>;:;'/ ';~. ----:::_::-~:--:-:------ ~/ '\::: "....:;,.--- -----.:-----. 7 ,/ /:.-::/ --~:::::'::::~""::---::::~ J~ 4>8 9 *"'<= 1.Gx4 .,::-: .___.- :-;,jt.;".-" 2 --------:::-----:;}, ~ 1 ,-----::-.::::----~::::~{~---./ '~ ~ It:;.?:~:-::---- -~#:_...-:- 4><8 _ 11 3.4 10 $"0 .- .. ~~... ..._nO' ...__ __._1__ 8-5-' 1a..!J.D ......, 7-3-1:4 31-1-8 ...." u_...JW ...... 7.3-13 Pll!te Offsets (X.V): 17:Q-3.3.o.0-3J, [10:0.2.12,o.3-0J SPACING 2-O-O! CSI Plates Increase 1.15 l TC lumbar Increase 1.16 BC Rep StrQ!lI Inr;:r YES WB Cod. uaC971ANSI95 n...____ .._._...__.____. __ LOADING (p.11 Tell 30.0 TCDL 10.0 BCll 0.0 aCDl 10.0 0.9B 0.91 0.75 DIFL in (Ioel Ver1;ILll 0.58 10 V....ITLI -0.72 10-11 HDrz(Tl) 0.17 7 1st lC II Mln "dofI = 240 BRACING TOP CHORD BOT CHORD 1/<1011 >868 ,,51B nl. PIA n:s MII20 GRIP 197/144 Weight: 97 Ib LUMBEIl TOP CHORD BOT CHORD WEBS 2 X 4 SPF 2100F 1.BE 2 X 4 SPF 210QF 1.85 2 X 3 SPF ND.2 Sheathed or 2-8-7 DC purllns. Rlgld eeilfng ditmly applied or 5-0-5 DC bracing. RSAcnONS (Ib/&iz.' Max Horz M.. Uplift Max Grav 1 ..1 SBOlMechanical, "'''1 a1~JO..3-8 1 =-12S(lQad 1;'" a) 1-.744l1oad eo.. 5). 7-.840lIood eo.. Ell 1 = 16190DSd Cil8El 21. 7=1828(1oad case 3J FORCES (Ibl. F"n'ct Load Cau Only TOP CHORD 1-2=-4934.2-3--4405. 3-4=-31S7. 4-5=-3157. 5-B~-4405. 8-7_-4934. 7-B=12 BOT CHORD 1-11 =4772, 10-11 ~3641, 9-10=3941. 7-9=4772 WE9S 2.11-.583.3.11-502,3.10-.935,4-10-1165.5.10-.935. 5-9-502. 6-9__553 NOns 1) This truss has been dP.signed for the wind loads goneriM8d by 100 mph ""inds at 2!S ft above ground level, using 10.0 psf 'top c:hord dead 10M! o:l'Id 10.0 J)S'f bottDn'l ohord dead load. in the gable end roof zone on en occupancy category II, conditi01'11 enclosed buHding. with I!XpDIUre C ASCE 7-9B per VBC97/ANSI95 11 end vBT'ticela Dr cantllevel'!l exl!lt. ~hE!Y lJire: exposed to Wit'ld, If l)Orent!~ l)(iS't, thev a... l!lXfXl8ed to wind. The lumber DOllnoreol'lse r.s t .33. at'Id the olate grip increase is 1.33 .2~ OC!l;ign load is based on 30.0 paf specified roof $now Il)ad. ~J Unbalanced snow loads hl)ve beer'l considered for this dl!ls;gn. 4) Overhang ha, been dc.si;n for 2.00 times live loitd + dEled load. 5) This truS$ hl)$ been dOSigned for a 10.0 psf bottom chDld live loed nonconcurrent with any other live loada per Tt'lble No, 16-B. UBC.97. 61 Refer to $Iil'der(s) for truSlI to truss conrllc'.!ctlOf'1$. 7) This uuu hubeen dllslgned wl~h ANSlttPl '.1995 criteria, lOAD CASEIS) Stsndard A. WARNING. V('r(t).' d(!tdgn I'Qr(t.mcter.~ tiitd READ J.lOrltS ON THIS ANI) REVERSE SIDE BEFORE USE DfIllilgn valid fOr II" only WIth Mtttil: can ........... T"\I;_ bUlklln' """'UI D. n Is bUAd only IJ!'On pllrlmolOl'tl ahown, 8M Is frlr en N'ldIvldWlI ~orn~~tn;:onff\11Q 1)9 lnelll.nlld And l&adAd ~rtlC8l1y. Applicability of 99"gn pllmmel8r8 and pro~r Incotporltlon of wllta rm)mb&1't rea:O:lhIlY 01 !lllIlldlng de~1II' - not t1'USlIl dlilelQl'l8r. Brl!l~lna '''oWn IIJ 101' I8llralwpport of Itldlvlduel ^_ 1 on. llanAI temporary bracing tt1ln8urll sltbHltv l:llll"tng ~n8IrUctIorIll!:; the ,,"~lbU11y of t1'I& AI'IIlM:lr OM perTnltlnnl "racino of the o'lel'A11 JltrUctur& bI th IloJl - , Tl;Igardlng 'OIbrlclIllOll q Iltv ~ IJ f8lll'l""~....1Iy /:If thA buIlding dCllignIJr, FOI' gAnAl1ll guldlll1l;lR l!i I",cln. SPlICln~l: CG!'I ~ 8loragll, rllillllltty, "r~lonl (1M IIrtCing, t'ClnRurt QSl... QUIIIIY Stlndlrd. OM. PI." Il\tttl I ...' . IIMI MIB ll' HIMllln, ___II.deIn Ind Drn.:l.... RltCOlII.UHIndatlon QV8111lDln f~m Trvll, U ., D On~ Dfln, Mell1ft1fl. WI Q711 May 4,2004 IIIr Mirek Industries. Inc. Jnb '[ truss 1 Truss Type ~~~_ _ I TO~A. __J ROOF_~~~~~_. Nabla fTLlU CoIOrl)dO Il'\c , Sedalla, Colllrado . I aWL: Ply 'Gom 'Firs & WatetfKllenJS66.2 i: Rl2083176 .___.,_~. 11 1 l(~Ptlon~1) ...._________u__._ SR1 !l Oct 1/ ~ Industries. Inc. Mon MW 03 19:12~Hi 2004 PBge 1 4.~0; /S.tO.7 5-10-7 11-$:0 ,.... +_150900 '-<<l -.+----. ~.1~ ...... ~S.1-Q ""'. _._---I-'_"._~~___...,'__,_ .?2:"'~ I 5-10-7 1-4-0 Scele ;::: 1;53.7 4.4 MO rw 4 3x4 -. --- $ ....~ __ 1.5><4 c." ,:.::7'/ s--.~~.-:-.:--:--.:-~-------.:::-~---~:.:::->--- -:?" ~ 7 ----_-:----_ 7 ,-:/ ? ".___ w___. 8 . '.-- .:.-:.-.----,-,- . --~- . ... . --. .~-,Ej.:::--:~.J I~ 4><80= 9 3><4 "f 3><4-- 1.5.4 <, _____.__::::-~::::--:::--.---::-.-.-.. 2 ------ ----- P' "" --.--:::-;;;::.:::-------,,;/ '~ /" .---' .~ -:/. ':::--" ~ :,;;;;::--:::::-------- ..._ . '''S:-~.:_.. . ~.. 3~10 :-.: 11 3><4= 10 5><10 '1"/_ ,.... ..!1_~~~ Off!Urt!ll IX V)' lOA TCL TCO BCL BCO ~- ...." I....' 7-3-13 ,..+,.---- ~3-(l.13 7-3-13 31-1-8 _____~ 0.0.11 ~ 11-<1-4-70-1-8] [7.()O3.3 0-0-3) iHi:0-2:_~~,(>.3-01 ....- .-- - , DING 1J>8~ SPACING 2-0-0 L 30.0 Plstea Inorea88 1.15 l 10.0 Lumber IncreBse 1.15 L 0.0 Rep StroH lncr YES l 10_0 Code UBe57/ANSI95 CS1 DEFL in (loci TC 0.9B Vsrt(lU 0,58 10 Be 0.91 Vl!lrtlTU -0.72 10-11 WB 0.75 HorzlT!.1 0.17 7 1st LC Ll Mm IfdBfI ~ 240 I/d.. >eaa >518 n/o PlATES MI/20 GAIP 197/144 Welght~ 87 Ib LUMBER TOP CHOAD BOT CHORD WEBS REACllONS ~ X 4 SPF 2100F 1.BE 2 X 4 SPF 2100F 1.8E 2 X 3 SPF No.2 BRACING TOP CHORD BOT CHORD Sheathed or 2-8-7 DC pul'lins. Rigid ceiling directtv 8pglled or !H)..S DC brBCing. (lb/aize' Ml!IxH(ll'Z M":KUplift: Max Grav 1 ~ 156010-3.8. 7 ~ 187910-3.8 1 =-129{1oad ca,e 81 1 =.744{load case 51. 7=-B40(losd caBS 6) 1 -laI91/.od c.... 21. 7= 182a(load.... 3) PORCES Obi - Flr$1: Load Ca!le Only TOPCHOAD 1-2--4934,2-3=-4405,3-4=-3157,4-6=-3157. 5-a=-4405. 6-7=-4534, 7-8=12 BOT CHORD 1-11 ~477~, 10.' h3841. 9-10.3841. 7.9-4772 WeBS 2-1'.-563,3-11 =602.3-10=-835, 4-10=I1B5. 5-10=-835, 8-9=602, 1>9=-583 NOlES 1) Thk~ truss has been designed for the wind lotlcls genel'8ted by 100 mph winds at: 25 ft above ground leval, using 10.0 flsf top chord dead I03d and 10.0 psf bottom chord deII'd la_d. In the gable end roof zone on sn ClocuDaney category II, condition I enclosed bunding, with 8/(poeute C ASCE 7.98 &:lor U8C97/ANSI95 If end vertical. or cantlfElVElfSlE!xlst, they are BJl:Posed to wind, If porches exist, they are expD5Bd to wind. The lumber DOL lnerD" Ia. 1.33. and the p1"tt!" grip Inere.ee Is 1.33 2) De~lgn load i$ b3$ed on 30.0 !:Isf ~oc:ifiod roof .snow If)ad. ~l Ul'lb*13l'1eed $nO'W loads h~ve biJlbn cOnsidered for this design. 4) Overhang hB. bun dSBign for 2.00 tlmBsllve losd + dead load. 5) This truss has been designed for a 10_0 psf bottom cMrd live 10M I'\Onco~rrGnt with any othet Iiw fCilIdlt pB TlIIble No. 16-9, UBC-97. 6) This tn..ss haa bmIn dl!ll!ligned with ANS11TP11-19S5 erlterl.. ~OAl> CASEIS) Standard May 4,2004 A. WA R.NtNG . VrrifJ' dt!.,ign pa,.amttrtn (/lid READ NOTES ON THfS A.ND kEVHRSE SlOE BEFORE ClSE ~'llln valid for Llall only with ...Tell tlom(Ict Thl 4ft buildIng Com~Anf to Dc 1M1II1I" d load on. ~ Il'/fIlll bAM\'l only upon P'U1rnelerc IIIhgftfl, snd Is tor ~ hKIIVldUlIl1 CGmpClIllllnll1l ro!; amlbll af b In AI1 vtltilCAlty. "PpllClbllltyat 1;I"lgn paramlille", I~ pl"I)per IncQfJlOl'ttIGn or web r'II ~ P Ity "'"din; lS&.llllflef - nolll1,lM c11a1gnfllr. tlre(:lng IhoWn 1111 ~r IIlMrAI JlUPPot'I of IndividUal A.Cklltlo~ J1I only. AI1dfUonallG",porary bmeJng to mS1I1'1t R"blIlty during ~~Ion r"the N~nlliblllly o! If'lu GI'DCIQf feQardlng l:=::~t brRdnll 01 th6 GV(lrellstrUllturR Ie. tile I'tIllpGnRftlIllt\> ~f thII bljUdlrlO dalllpr. !"'or 9GMmlllUldlnctl' 110 8raclng A . (lualll'y tontrQl, eIOn:lll"', ~llvery, .~GIlon, end hr~;nll, Gon"lllt QST-III Qualfty SlInlllrel D98- PI"'I"'U1I.l::~;';~:: ;'1::~~M:~:::g;~:k:l" 100 BrlCllhg Rteolllfl.hd~lon llvalhdwiEI frOM ";".11 IIIr Moor.. Indlldries, Inc. Job l jrll$~ I Truss Type ~62 ~3B ROOF ~USS Noble Truss CoIDI'adO Inc., scdauii. COloradO' ~-- 4.201 Qty I piy Com Fire &. W;ter;Klllm/8662 .______~J~_ ...1 (op\;.n.{) _________ __ Sf!:1 $; Ol;:t 17 2002 MITek Industrlss, Inc;, M(:I(l May 0315:12:17 2004 Page 1 R120B3177 !~.1:.<!'~_'I_"__ 1+0 ..-5-1.1-$ S-11-!i '1!'-1~'_"_'_"--1._.._.1_~_~. "1~.'4 4-1M4 _~~7~'~'_'____1-_2s-&-11___ _. .. + ___u 4-10.14 "-10-14 ".... s.1lo1i ~1'~~1 \-4-0 Scale ":55.6 4><6 .- 3.00 [12 5 16><4 ' ~~__~:_::::.::::.-:.::::::;.c.:xr.-,,,:-::::.:.::::::::.::-3:~_'O' 1.61<4 ? ~ -----~:::L::-:::-:::--:-A-". /;:.~" -::::::.-::~-:::::::------ 7 ---- --:"".-- --":::":::"'" ..y-- ---~:::------ 2 __ __.::::::.-...-- ....:..-:.-;..... "..:.. ..~-:;:::-. ~ /~ ---.-=:-::::~-.-.- 8 ~ ~::::::~:"'-:---... _ '~__ _ .. ___ "" ~.." c.::~::--=:y::.::.~ i~ 4><S = 12 11 10 ..... - $1<4 _ 5,10 31<4 = ~OAOING IP.fl TCLL 30.0 TCOL 10.0 BCLL 0.0 SCDL 10.0 8+1.1 15:'9-0 u. .____+-.. 23-1-1, 6-{).3 7.405 ,...c.tj __(2:0-3,~.0-0-3J, 18;0.3.3,0.~, 'll.1:0-:i:~~.0-3-0l. ._===-.~~.;~~;_-.. . SPACING 2-0-0 CSI om In 00.) PI.... In...... 1.16 TC 0.68 VOf1{LLl 0.87 11.12 lumber InCT'9B88 1.15 Be 0.72 VertrrL.) -0.78 10-11 Rep Stress Incr YES Wi 0.9S Horz(TL) 0.18 S Cod. UBC97/ANSI95 IMot".) 1st LC LL Mln I/defl = 240 ,". .. ..--..- ,- 3101J1 8-003 31M ..... ""i' """' -F1oi.-Ill1..i.'(x, VI: l/1lofl >567 >479 nf. PIA'TES MI120 GRIP 197/144 W.lght: 99 Ib LUMBER TOP CHORD BOT CHORD WEllS 2 X 4 SPF 1850F 1.5E 2 X 4 SPF 21001' I,BE 2 X 3 SPF No.2 BRACING TOP CHORD BOT CHORD Sheathed or 2.6-14 oc purtlns. Rlgkl clilnlng dir8CI:ly appljetJ eM' 5-1-11 00 bracIng. REAC110NS lib/size) Ma:M 1-101'% Max Uplrrt Max Grav e ~ 1 879/0.3.8. 2 -1679/0-3-8 2=-121Uosd case 8) e....842(load eM.,. Gl, 2=-842(losd CB!le 5) 8=182B(loacl case 31. 2-182611oad CMe 21 FORCES lib) - First load CBBI! Only TOP CHORD 1-2=23.2-3=-6036.3-4=-4544, 4-6=-3248, 6'8~.3248, 6-'c-4644. 7-9=-6036. 8-9=23 80T CHORO 2.12-4818,11-12=3990,10-11 =3_, 8-10=4918 WEBS 3-12=-522. 4-1h668, 4-1 h.l014. 5.11-1146. 6-11 =-1014.6-10=668.7-10=-522 NO"mO , J This truss. 1\:1$ been desi~ned for th~ wind loads generated by 100 mph winds at 25 ft above ground level. uling 10.0 fl8f top chord dead 10M! and 10.0 p$f bottom ehQrd dead loed. in the gable end roof zone on an occupancy category II, condition I encloaed bu~ding, with expo.sutt C ASCE 7-98 per UBC97/ANSIQ5 It end verticals or cantllev~ exist, fhey are exposed to wlnd. If porcheB exist. they are exposed to wmd, Tho lumber DOl. mcrease fs 1.33. and the ~13te grl1:llncrease 1$ 1.::13 2) Design load IB based on 30.0 pst RpllClfled roof snow loed. 31 Unbal~nr:Ml snow I03ds have been considered for this design. 41 Ovorl"1ang has bt\m do.sign fot 2.00 tim.. live lOad + dead load. 5) ihis truaa hu baen designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads per Table NQ. 113-8, UBC-97. 8) Thl!i: truss has been d~igned witk ANS1/TPI 1-1995 criteria. LOAD CAS~ISJ Standard May 4.2004 A WARNING Yo If: " . . jH",)' Ii:.n~n pn'am~trrl Qnd READ NOTes ON tHIS AND REVERSE SIDE BEFORE USE Deilgn v~lld lor U!Wt (II'1ly with M!T.k oonneatwi This d&.cllgn 18 bllDd ani.. hull(1lr.g oomponem 10 be Insmlled rdl' ., l.!POn IlDrrlm'flrl~. And II for Dn Indlvlduril ~MpoTlent il ra5pDn8Ibllll~ 01 bUII:na d=0:8~~~:I:::::~blllty: dulgn p~'lmeMrn llInu Pf'ODOt In~fl)Orltlon of woo ml!II'l1h1;1re only Addlnonal tam b I pr. rlclln~ shawn ,,, lor Iallll1lr 8Upper! of InI:Illlldusl Additional pctrrT\4lln~ brM!l.,g of I::~"'I~::I': 1n8uro !'bll'llIty dtrrIrtg conBtructlOl'lIl\l the 1'ellpoMlblllty 01 111* lJI'9Clor. regardlna I8.brlcilnon QLJl!Itlly lltlnlrol IttClr1lg ntl ~ Ie 1110 rMPl)lWJlblIlt)l9f the bulldlno (IlJlIIfgn8l'. F6T gtnerll C1uld-.1'Ir.I!I ,tI BrI~lhg 9pecHlc::..lt;ln and Hie. Ill, Y1Iry, et"ectkwl, nnd DraCil'l(l, IlCln,un QST"" QIll"ltty BtudJlrd, 058. p~ IMtltut. 583 D.O........ D......' Htndllrtglnltlll.nqft end e...clttGI R8c0m...."dIlIOl'1 "vsflablfllmn'1 TJve,. . '. nVA. ~Idtllonr WI S37tt Mlr Mil. IncIushies, Inc. ob . " [:-Trus&. I' TrU5$ Typl'i ee2 Teac ~OOF TRUSS . . .__.---1.._._. . __._.L.___.._... Job1. Truss CCfDTitdo InlWi., Sed alia. Colorado . I ~'Y , :'Y' I Com Fir. & Wat.rlKllonl8Be2 .. ~ ___~..J ..I.1!!l!'ional} _. . ...._ __. __'_'j SR' s.yet 172002 MlIu; IndUstl'i(!$.lnc. Men Mav 0." 15:12:18 2004 Page R12083178 I ___...J -4.201 1-1-4-01 I-L<l , . __~.1108_.__~. 5011.5 .1.D:~~_-+-._ 4-10014 .,1~_~.,.~ 4010.t4 20-7-14 -.-.--.-1-.------ 25-8-11 31~ ...------i 5-11~ 40100i4 4.1lJ.14 Scale ~ 1 :56,0 41<6 - a.oo 1'2 5 3l<4 _~. - - :!x4 '- 4 ." :::...:'_-...~J. C. :::.: 6 ----<~::~--:~_._._::-::_-:_~:_~~----- ->;;~--::,,:_-::_-~;:_-:--_._- 1 2 _-----:;::..:~.---.----..--- ,._~:""---'f '-.. f~-;:;- ~----~ -.-..:::::::::::-____ 6 ~C---::::i'-":- - . ~~. ---. --- _rr-- .._-~ - - --~ 4xG 11 10 9 4)(8 -;: 3x4 5><10 = :!x4 - Ii " ..._~ I..... ..,-_.~_._" ..-- , :'1-.1'" ~4~ ,...... ,...... ...... ..... .-.---". CSI DEFt in (loci IId9fl PlAlES G~IP TC 0.75 Vert(lLI o.ae 10-" >555 MII.20 197/144 8C 0.78 VertrrL) -0_79 10-11 ::>476 we 0.97 Horz{TL) 0.18 8 nl. lMatrilel hI LC Ll Min I/doll - 240 Welght,97lb ~_. 6--4-1.~..,_. ~.. 0-+0 ...... PI.." 0ff01ltS IX,YI:"'-.:.J~:~3~3.0-0-3], 11O;Q.~~;;i;0-3-I)1 LOADING ID.11 SPACING 2-0-0 J TeLL 30.0 Pll'\eslncresBIlI 1.15 TCDl 10.0 lvmber Increase 1.15 BeLl. 0.0 RIllIP $tfO$$ lnet YES BCDL 10.0 Cod. UBC971ANSI98 LUMBER TOP CHORD BOT CHORD WEBS 2 X 4 SPF 1660F 1.5E 2 X 4 SPF 2100F 1.8E 2 X 3 SPF No.2 BRACING TOP CHORO SOT CHO~O ShairthCtd or 2-4-16 oc purtina.. Rk.lld caning directly IIP~led or S-1-8 0(; brllcing. REACTIONS lIb/~lze:1 Max HOfZ Max Uplift Max Grsv B = 15581O-a-e, 2 ~ 16621O-3-B 2= 12S(load cess 7) 8-.74411oad cl!IIse en. 2=-842nosd eate 5) B='614i1o.d .... 31, 2=1631(Ic.d ca.. 21 FORCES (Ib) ~ fli1.st I.ol!ld Case Onty TOP CHORD '-2=23, 2.3..8047,3-4:-41;55.4-5:-3259,5.8-.3288, 8-7=-45B3, 7-8=.5088 SOTCHO"D 2-11=4827. '<J.l1=4001, 9.10-4012, 8-9=4859 WEBS 3.11--821. 4-11 =557. 4-10--1014, 5.10~1181, 8-10=-1027. 8-9_579, 7.9-.840 NOTliS 1) This truaa has been designed for the wind laBels ganerBtBd by 100 m.,h w;nd$.-t 25 ft above ground level. using 10.0 pM' too chord dead lo&d 3nd 10.0 pst bottom chord dead load. in the 'H~ble li!nd roof zone on an Clceupancv category II. condition lencloaBd building, wl1h e)l'poSl,Ire C ASCE 7-9S pel' U9C97/ANSI9S If end verticals or c:enti1fil\Hl!f!!. exist. they ere exposed to wind. If pcJI'ChC$ CXitt. t~tY llJ'1! !!:KpO!led to wind. The luml)Ot OOl inerel!ll$1!! I~ 1.33. 8nd the plate grip increase is , .33 2) Design load ;8 baaed on 30.0 I)sf GI)CCified ,oof snow ICllId. 31 Unbalanced snow lolKls have been co~id.1'8d tot t"il design. 4) Overhang has been design for 2.00 tlmBS I1vu load + d6ClC1load, 51 Thi.c: truss h3S been des~ned for a 10.0 pst bottom chprd liva load nonconCl.II'l'W with any O1:t1er live loads per TabUiI' No. '6.8. UtsCr97. 6) This truss has been designed with ANSI/TPt '-1995 crnaris. LOAD CASEISI Standard May 4,2004 A WARlI/1NG ~ Vl!rify d~.tign p"rtJJ1JC"~rs tJltd R.EAD NOTES ON THfS AN'D ReVERS/! SIDE BEFORH USE ru.lllln VGlld lOT '""Ill only with MlTek bulldlnll com~nt to ~ InR""ec:t a=:. ~r.I~hlUjllllflll bfIMd onlY UItOft ~rameler& IIhtlwm, end 111&1' IIfIlndtvlllull COn'lp(lnBn111 rn!lponalbllfty af hvltdln dCI111 ve CIIlty, "ppficablllty "" lI'nlgn p.tramttsl'8 aM proper l~ratfCln of web mnml:llllll'll OIlly Al1dftIonal g gner -not trV88 dHlgnAr. 'nl(llng aMwn I, lor lalel'll AUpl)ort cllndMdIHIl Aljdltlonnl ~rmafl;llI brRClnR ::~~:::l1g: In~U; 1I111b1lltv dUrlnll.;:onetructlDn III the 1'lt8pOn!llbllJty of!hO amclol'. rllgJIl"tjlnlJ rabl"ll:!Al~n IlOII! rUl: rEI' ., m"POlllfbllll~ ,." ttM buHdlng dMIgner. Fi)r' gMlenll gutcIIltlOlll e. arE1"I Shtdfll:~on r::~:\~ge.mdlllvnry, erectIOn, ;!nd bracino. eOnlul1 asr..f1 Qu.llly Dhndtll'Cl, DCg. Plllle Il'lIdllutll sn D'On,' hi....... ......, "1I1natai1~1o" and 8ntelfl. ReoOlllmlllllMllUOn IIY~UElI)fe from T\'uMl , .~ , lIOn, WI $37'1', IIr M1'Tek Industries, lne. job i Truu I Truss Type 8""2 Toaa : ROOF rRUSS __u . I . ___.__.__L.. Nobl", TO,I$S Colorado Inc., Sadella, ColcradlJ ._Evr 'I~:t:::'~ & W""'I."on/866_2_______:'208a179 4.201 SR'.. Or::t 112002 MiTC!k lndumles. Inc. MonMev 0) 1S:1:2~1g 2004 Psge 1 ...... "'.... ._+____.______. u . 6-,,, ---,--1 Scale' 1 :40.S !_,:1~'_1_ ,..... &010-1 5-10-7 ,-_:!..~.~......_-_...- '!,. ..... '!;.G.D 4><4 5 3.00 [12" ""'" 4 ...---------. 4><4 -~. " .....4 "" ____._____~:~.:::--~:~?fk.:;;,;:--- _' ___<_ :::~~:~~-.i.~::~~~---._--- ~ ',~~~, 2 ------. ~:-:..--..---- .,~ :::f/ ~, "" ____~------. -- ......t::. _-- -no ~ C~---- .. ~ ....--- 3.. . 3x4 ... ::J---<~::::...- r ..--- .... __........::....-;:-;:-:.....::::.::-..-- II? .--~:-- ~ .-:::--.... . -:,":::.. . . _:~~:..~. ,.,.-- " 5><3 7 1,5x4 II OM ....., I ,~-- ,.... B<l-t1 ,..3ot3 Plate Ot:f~'!1.~J~, 'rJ.~ r8,0.~U;0:3-(lj ,._,_.,_.. LOADING (p'~ SPACING 2.0.0 CSI DEA. in (loel TCU. 30.0 Pines Increase 1.15 TC 0.97 V..,(lll 0.27 9 rCDl 10.0 Lumber Increase 1.'5 BC 0.91 VenlTl.) -<.l.a_ .-s BCll a-a Rip StrelEl lncr YES WII 0.75 HorzITU 0.07 7 BCOl 10.0 Codo UBC971ANSI95 10t I.C 1.1. Min IId.~ = 240 "'..... 6-'" I/doff >990 >778 n/. PlATES MI120 ClRI' 197f144 Weight; ?41b ~UMBER TOP CHORD BOT CHORD WEBS 2 X 4 SPF 18S0P 1.5. 2 X 4 SPF la50P I.SE 2 X 3 SPF No.2 .Except- e-7 2 X 4 SOF '..OF 1..E BRAC1NG TOP CHORD BOT CHORO She3thed or 1-7-8 oc purlinll, except end vM1:ic.als. Ftigtd ecilinSl directly applied or 15-5-8 DC bracing. REAC110NS (Ibfalze) Ml)xHon; M.xUlliift Max Grav 2 = 1222/0-3-8, 7 ~ 1104/MechaniCtll 2=13S(laad case 7) .2 a..656(1ood case 61, 7=-4eanoad ClIlll! 5) 2=1434(1oad case 2), 7=:,,110411oad can 1) FORCES Ub) - Firat load CaBs Only TO' CHORD 1-2= 12, 2-3--3142. a-4--2~B9, 4-5 =-1311,5-6=-'311,11-7=-1039 BOT CHORD 2-9"",3039,8-9:"'12062.7-81""0 WEBS a-9~-"97. 4'9~625, 4-8~.951. 5.8~203.1I-8-13S3 NOTES 11 Thill buss has been designed for the wind loads generated by 100 mpn wlnda ii1: 25 ft above ground level, u~ln!:l 10.0 psf tOI) chord cfoad load and 10.0 I)cf bottom chord dead load. In the gable end roof zone on an (lccupancy category II. condition' enclosed bunding, with ex-palUTs C ASCe '~98 per tJSC91fANS195 If end verticals or cantilevers f;!xlst, they ere e.x()Qsel;t to wind. If porches exist. they are ex:po!led to wind. The lumber DOL increase is: 1,33. and the pla1. grip inoreall8 is 1.33 2~ Design load is baled on 30.0 paf specified root snow Illad. 3J Unbalanced snow IOl!lds have been considered for tI'~i$ design. 41 Qverhl!lng has been dtsign for 2.00 times live load + dead load. 51 Thi$ truas has been designed for I 10.0 pst bottom chl)rd live load noncqncurre-nt witk any other live load.$. per Table No. 16-8. UBC-Q7. 6) Refer to gtrderfsl for trvt:t to trut;..S: eonntctioM. 7) T'hI~ trUS$ ho!l$ ~el'\ del'5igned with ANSlfTPl 1-1995 criteria. LOAD CASEIS) St~ndatd May 4,2004 A WARNING - Vtrify d,.<ign p.ram.re" and READ NOTES ON TiffS AND REVERS. SIDE BEFORE USE DI)~9'I 1I'lId fOr WIll orW WIth tMt,1I; COl\nGCta" Ttllt &llIlgr'llB baccxf on! blllldlnll' CClmpontnllC1 ~ fnllltlltGClllnc:lloedGd ~lIrtlCal1y A-.J Y upon ptlU'll:tl'lttera MOWn. ano It lot ^" Im:tlllltJual 0Dn'lp0nef'\11. rMpon~ltHllty r . ",,"ll;iabl1fly 01 _Ian PlI'Il~f'Il Ind pMptr /ncorporAlfan 0' 'Qtl mamllArt 01'11)'. Atkt{lIon:l :U:1l'19 ~=r - nat truss elHlgner, ElratinO ~" Il fOr IlIttlr,lldflllOf't at IndlVldutll AdQltlooal potml!lrHI", bl'tcln PClmry g to InBIJI'I\ IltlblMtv during r.on8t!'ljCllan III the retlpan~Hty ~H If1g 1lI1't1C1or. l'8aardlng labrlcallo". QUI.III"D ~:I ~:~:;: l,ttIo IVlIpOnlllbUlty ofthtt IIUlIcllfIV danlgner. For glllMlrll gLlIdt.lnce .. _'" '__ .. '!I'" ry. IlIrwt1on,llInd l;Jrlcfng, ctIn31J1r GST.... QUlIIIy stanlhlrd OSIl- ~...........a' ft., Inel "1.41 Handllna In_lf~ 8ftd It ' PI.~ Inllllul.. $13 D'OnalrlO Otlllll, "'lttIJaon, 'I/n 517n an 11Ie1na: ~DnllMftdtltla" .\IIVSIII.I:IIO lrom nu.. lIi- Ml7ek Ind~.I.... Job l trus~ .. . j Tru$$> 'tvP!:! ~ae2_~ . _1T1_____ .RO~TRUSS Noble I ru$$ CoI01'ttdo Inc.. Sed.lls. Colorado .__' =.__ _C dl; 11(:::M~:~M~_~oot3~':S/~11":2.n~~6260204 ,.__,~.,__,,_n_~12083'80 .\ 4,201 tloRI II Oct 17 Z002 MITek In uGt1'rC$, nc:. on BY ; ;"v .,.... 4+< "'-4.4 I. . .'~_M_..l--__~__.J._... 1~ . ~ . 2.0.0 ' 1-1HZ _13.~f.:!_ 1-11.1a t4-~12 2.0.0 1e-3-1:! ,.... .j--- :10.0.0 ....... -,,"- I ScaIe'1:3S,S 5l<5 3.00 fi2- .><4 ,., 5 4x4 ,~, /<::::~i:.::~::..::::1 j:~.:::::;;....... !~.----{+-- -e:l . ,/' ~-=O;:;:C'i:;~~ 17 16 11$ 14 13 12 11 10 18 4x10.:.: S'ld!I exa 4x6 _ 8X8 _. 4X6 = 8x8 3)(6 II t'"~ 4-404 +-.,..s-t~ I ... .~____. I 100400 (1.4.11 3-11-1.2 2..o.0.t.o.O t.11.12 P1oto Off.... [X,YI; 11 ;0-4-'.0'2-oj;.19:O:4:4;O:::j:9.'~ 13'0-4-00-6-0] t203-12 1-11-12 14-3-1~ .... .- ! . !~j~ --+-. .... 200:>8 3-11-12 ~-":'/ ...... LOADING TCLL TCOL BCLL IlCOL SPACING 2-0-0 PIma Increase 1.16 Lumber Increase 1.15 Rep Stress Incr NO COd. UBC971ANSI9S .=~ --- ... .. CSI OEl'L in (loci I/defl TC 1.00 VsrtlLLI -0.38 13 ,,643 8e 0.96 Vert:CTLl -0.61 13 "400 we 0.43 Ho""rrll 0.08 9 nl (Matrix) 'at LC Ll Min IIdef1 - 240 ... (pan 30.0 10.0 0.0 10.0 PlATES MI120 GRIP 197/144 . Weight: 423 lb LU_~ TOP CHORD BOT CHORD WEllS ~EAClIONS 2 X 4 SPf 1860F 1.5E 2: X a DF-N 1950F 1.7E 2 X 4 SPF 1850F 1.5E BRACING TOP CHORD BOT CHOAD SheBthed or 4-4.14 oe purims. Rlgld eelllng dlrectty applisd or ,0-0-0 oc braeing. lIb/si.., Mall Harz Max Uplift Max Gtav 1 =633af(}.3'6. 9=6273/0-3-8 , :!l:.B4(load CilalEl 8) , =-1457(1oad CBIIe 5). 9=-1358(1oad cue 61 , =B378(1oad case 2). 9=8311 (load calls 3) FORC&s lIb). FirlJt Load Case Only TOP CHORD 1-2=-26514, 2-3::-26017, 3~4~-22B57. 4.5=.19731. '5-6"'-19132, 8.1",,-22822. 7-8=.26511.6-9=-26340 BOT CHORD 1,17=25782,16-17=25782. 15-18=25782.14-15-25289.13-14-22146, 12-13-22118. 11-12=25745. 10-11 =25612. 10-18=25612, g..1B=25612 WEBS 2-16=-51.2-15=-689,3-15=2654,3-14=-3875. 4-14=3801. 4-13=-419B. 5-13=9037, 6-13--4156,6-12-3742,7.12-.4504.7-11-3185. 8.11-147, 8.10-.541 NOTES 11 This truss h;!llS been dcs.igned fOl' tl'le wind loads Ql!I...er~ted by '00 mph WindQ at 25 tt above ground level. UI;n~ 10.0 pat top chord cleBd load IInd 10.0 pBf bottom chord dead load. In the gable end roof :l:one on 3" DCCUpancy category II. condition I enclo$ed buIlding, with e,.;poslJre C ASCE '-98 ~ U8C97/ANSI95 If end venlcala or cantilevers. eXi$t:, thty =:IfC 01:p(l$cd to wind. If I'orche$ Glliitt, tht:y are exposed to wind. The lum~r DOt. Increase is 1.33, and the CliMe gl'i~ increase is 1.33 21 Oeslgnload is: baQtd on 30,0 psf specified root snow load. 3) U"balanaed snow loads hBVI!I been consIdered for thi$ .~e$lgn. 4) Overhang has be!!n design for ;2,00 times livo load + dtad load, 5) This truss has boon deSigned fOr il10.0 pat bottom chord IIv!! IOl;lld noneQncurrertt wkh any othflr live loada !:lor Table No. 16-8. UBC-97. 6) This truSB he, been designed with ANSlf'l'PI 1-' 995 criteria. 71 4.plv tl'Us& to be connected tOQp.ther with 0, 131 "lli3H Nails a8 follows: Tap chords connected M follows; 2 X 4 . 1 raw at Q..9-Q 00. Bottom chords eanneeted as followa: 2 X 8 - 3 rows at 0004-0 oc. WeD.."I: eonnoct9d liS follows: 2 X 4 - 1 row ~t ~~O oe, AtUeh c.hords with 1/2 inch dl*meter bolts (ASTM a-307) with washers 8t: 2-0-0 on c~nt.~. May 4.2004 ~inuCd an page 2 WARNING - 'Wrif>" d".tlS" parQm-:rC'r,J and READ NOTES ON THIS AND RF,.VERSE SIDE BEl'ORE USE O"tgn "'d~d far lite only WIll1 atmIk COlYJeCt Thl d building com~nfInt to be II'l~bdled and load:' ft.1" ~O1'l15 bllli1,ej om'll uparl PIIII'MI8Ior.': ~hQWn. snell!'; fI:W 1m IndlVidlhl1 co I'll!l I VI til...,.. Ap,pfk:ablllty d nlgt'l paQllll9tel'l OM proper !ncarpQratfon or Wijr::el'l'l~~~ ':~:~IY 0: ~~ldln(l Qet;llI'l1tIr - nallruQ <laaSclnnr. Illlc:ln!l aM.rn II tor latoml QPon 61lndMooal AdUl ,ona mporary bnidng to fntlltA ,tllblHty durlnlll:onlltn.lCllon Isltle I'fIItlpCInslblllty Of rnl;l erector rl!la':'::1 r::=~~~l b:lna of thA DV,~n ctructurA I. thu l"II'~nelblllly nllM building cItIlcner. 1i0001I,,",rlll CU1dtlnll'. ell Br&6tng sPetllrk:~ Iry CDrItrol, ItOfllIle., dllII/ftty, erection, ~l"Id bracing, l".tmeun Osr08. Quality' It.nOrd, DSI. Pl.", InaUtut., 51:1 D'~~::: :::~~::,a~~:~~~lon and IrMll\oll Rftomllftencktlun 1I1/81lablo trom Tron Idf MiTek lndu5lrills. Inc. lob 'I Tn,l5S '[ TruBB Type ISS2 T1 AOOF TRUSS . J _._. ___.1 Noble Trullll COlor.illClO Inc., Sedalla. Colo~adO J Qty 1 Ply J Com Fire & W.eter/KlienJ8662 _ ._.___ .~.~ 4 -'. .!!!",Ion.'l -M _'___ SR1 $ Oct 17 2002 MiTek mdustrlp. Inc. Man M:l'V"N 113'12:202004 A120031BO <I.MY 1'Og'~ NOTES B) Speci.illt hangerlsl or connection(8) reQuired 11:t $I,lpport aoncentratcd loedh;11599.9Ib down and 250.61b uP.t 2+4. 2350.11b dQwn and 46S.81b up at 404-4. 2BO.Olb down end 75.21b up <It 6.4-4. 2350.1Ib down :ll'\d 4SS.Slb up at 8-4-4. 1598,Slb clown and 250.81b Uj) M '0.4--4, 169S.91b down Bnd 25C.6rb up at 12-4-4. 1558.91b down tlnd 250.61b up at 14-4-4, and 159B.91b down and 250.~b UP B1: 16-4-4, and 1598.91b down and 250.61b up at 18-4-4 1m bottom ChOl'd. Ofo...s!gn for ..m~pecifted connection(S) Is delegated to ttle bUildin~ designer. lOAO CASEIS) St.ndord 11 Snow: Lumber Incresae:!l.15. Plate Increa.se=1.15 Unifonn Loads (Illf) Vert, 1.5~.eo,O, 5-9=-BO.0. '."=-20,0 Concentret"d Loads lib} Vert: 13=-159B.8 1a-_2.350.115l:1-2ao.O 14=_2350.112.c::-1S9S.S 11=-1598.910e'1698.91'=-1698.S 18~&1598.9 A WARNING - V~r;f}' d~.fign param~tcr$ and READ NOTES ON THIS AND RElIEkSe SIDE BEFO~E USE o.gn valid for IJIIII!I only with MlTft COI\I'II1C1Qrt1 Thi8 dolll "basad bUildl"'!l' eompal\llIr'll t(I ~ Inau.!lad And IOlIdod . It1'tI ~ only IIp(Ii'1 Plrartllltlll:ll3t1oWl'l, 4nd i~ 1<Ir en IndiVIduAl compot'lOrlllD n1llp()l'llllblllty of ~ulldln dIl v 1"~lty, ~krrlblllty of cbslgn pII~rnettf'$ tD1d proper II'ICDrporatloo of II/e r'rIIlmblJore onlv AlkllltoNlI rG '!I RIIPW -nOlInlIll!l deslgnttT. D"ilclnQ 11't1t'lrr'l11$ for laleral !rupl7Orl ollndlVldlAl Addltlona' parlNln~", tk'llcln!il of 7::~ bl~lnll to InllUl'& iIl\tlblllly during eanmuctlcn It t!'lfll1lPontlblllty aI the el'OClor. teglfdlnll febrlcaUa II! rll I ItfllctuM Il;I th& rHllon"ll:Illlty DI 1M bullcl;tF1D dlaJ'!II'MIr. ,.~ pl'Klral 9'rf(lanC1l lJ(I Dr.clog SPtclfl~ ::~:~110HJ'olIgR. (jellvory, Rll!Ietton, and bJN:llna. CM!lult Q8T-fI' QUlltty 9ilndil1d, D" "."lnelltut. 'ia 0'...' ......~ mdllng 1InIttIIllk)" .ad .raDlng ~tcOIllMllothlfi6all~alhllble fro"" Tl'WIllI , n rto ....-..., M11511On. WI 5371' air MiTek Industries, Inc. i JolI) j ~r\,l$$ : Truss Type I 6662 __._.X~" . . .__.1 RO~F 1:~~~ Nob1e Tru!'lS Coloraoo 1!'\C.. SedaHB. colorado ____ _J ~1Y i ~_._r:~:~ & W'I.r/~I;.n/a66:. R120S316, $'/111 s Oct 112002 MITak lndu:;ttie$, Inc. Mon MaV 0315:12=21 2lXJ4 Pllge ;--,.,- ,-... ""4.201 I---.l~ __--+-----_.... . .~___~_!:t~ ,.- , 1-4-0 3-9-15 .,._....___-1. ___21.1.:fi. 2+A .__..L_.. .-..!:!.:!- 2.1.9 -~. .___,,_11-1~-I!__,._..! ...." 50010 = ':21.~ 51<S ~ .-:::::r ~-'~'.".~''''--'-----, ._~~s ~ /0--8:::::-~:::::::#:=::~:= ..-. ....:::::~::::::~:::::~J:~ll ! C:~~::'------~4"0 - 10 . ;-,--- 8 12 .. .---;. 13 14 . ~---' -, SxG II 10x10 = 3x6 II 4)(10 = 3.00 1"2 . 31<4 .-' 3 .--- ~.81 a.9016 _ __--+-_ . S-'1i-O ~". . -I- &1-' 0+8 3-6-., 2-1-9 ~109 12:6-';"',0:2.01.~..&Q:Ql,.J6'Q-4.~m,Q!;J7-'O-Q.O,O-o.~f, '(8'0-6-0,0-6-4] $MCING 2.0-0 [CSI D~FL on (1001 P1Moslnerease 1.15 TC 0,98 \lBTtILL) -0.22 e lumber1nere8!lie 1.15 Be 0.97 Vertnu ..0.35 e Rep Streas I...cl' NO WB 0.40 Horz{TI.) 0.05 6 Cod. UBC971ANS196 IMa"ix) h,lC LL Mln 1/_ - 240 _..~ 11~__. ...., ~I!:~ ..... .. PlmOl;.... IX...,']: lOADING (p,n teLL 30.0 TCDL 10_0 BCLl 0.0 BCDl 10.0 LUMBER TOP CHORD BOT CHORD WeBS l PlAlU MII20 . Weight; 1 ~ '..~b I/def1 >848 >401 n/. GRIP 197/144 2 X 4 SPF 1650F 1.5E 2XBDF-N 1950F 1.7E 2X 4SPF 1660F 1.6E BRACING TOP CHORD BOT CHORD SheBthad or 3-4-7 DC purlins. Rigid ceDing dh'actlV applied or 10.0-0 oc: bracing. REACTIONS Ilb/oi..) Max Horz M"xUpllft M~)( G~v 6=4901/003.8,2-4530/003-8 2-74(1ood <... 71 S=.183(IGad e3se at 2=-792(1oad C~&e 51 S=4917l1oad e~e ~n, 2 = 4648(load case 2) FORCES fib) - Rm LDad Case Onlv TOP CHORD 1-2=36,2.3=,'218', 3-4Q.11246. 4-5=-11245, 6-6Q-12643 BOT CHORD 2.10= 11906. ..10= 11808. g." = 1180B, 8.11=11808, 8.12='2190.7.'2-12'90. 7-'3.12'90, 13-14=12'9D.Il-'4",2190 We8S 3-9=3", 3-9~.94ll, 4-8-_0, 6.9Q-'36S, 6.'-6.4 NOTES 1) This trt,l$$ hA~ been designed fOr tne wind loi!ds generated by 100 MDh wind!; a~ 25 ft abl)V8 ground level. uaing 10.0 'Psf tOf,l cnOl"d deed load and 10.0 p&f bOttom chord dead load. in the g~b1e end roof zone on an occupancy category II, Ctmdrtion I ent;IO$ed building, with expOSUl'C C "SeE 7-98 per UeC9?/ANS19& If end vert:lcAI:!t or csntllevers exist. thev Me exDMP-d to wind. If pOfches BXifit, thev er, exposed to wind. The lumber' DOl. increase is. 1.33. and the plBta grip inCl'ealU is. 1.33 2) D8sign load is tI~s~ on 30.0 p!'f !Ipeclfled roof anew lOad. 3) Unbalanced snow-loads "'~" been consldel1!'d fDr this design. 4) OVlfl'hang has been dlMign for 2.00 times live load + dead' load. 5) This truss hilS been detr./gned for B 10.0 pef bottom chol'd live lo3d nonconcurrent with any other live IO~!1 p.' Tabl. No. 18-S, USe-S7. 6) This 1ruu has bean designed with ANSIITPI1" 19915 "it""l.. 7) 2~DI'f truss to be connected together with o. 131"x3" Neils 2S fOllowS: Top chords connactlKl 88 forlOW8; 2 X 4 . 1 row at 0.9-0 OC. Bottom ohord$ eonneoted as: follows: 2 X B-2 rows at 0-5.Q DC. Webs conMOted at fOllows: 2 X 4 - 1 rlOw at 0-9-0 OC. 81 Special hanger!s} Of connect;on(s) required to support concentrated lo~dlsl lEiS.llb down and 28.41b up at 0-1-12, 189B.Slb down and 250.81b up at 2~5-4, 1598.Blb down and 250.61b up ~t 4-6-4. 169B.Slb down a"d 2S0.Slb UP at 6-5-4. a"d 159S.Slb down end 260.6Ib up at 8-5-4, IlInd 1598.91b down and 250.61b up ot H)-5-4 on bottom e"'ord. Ocslgn for IlMpee:ified e.onnoctlon(slls delegated to the building dOtigner. A COf'rtinuca on page 2: a WARNING - V,riD' d . . .~"'Ig" pa,.allwrt'rs and READ NOTES ON THIS AND RRVERSE,SIDE BEFORE USE ~l!IlJIATlY.lldfarl.lleonlywtlt1""rTek~re Thl ~ building COt'nllOTWlnt to De Int;hIltotltl and IOlft:lRfl' rtt ~IIIJl bll"'ilr.l onlV U~on ptl.mrMlore l'lhown. and Ill: mr M IndiVIdual ComporlRr'llle 1811pOrudbllltv l)f bultdl de I V9 C;1l1y. PPHlJllbIftty of t1oel\1l'l p.Il:tllmlJterB 81'1d prapl1f lncorparllKon Of IIIlb mllfTlblltB only. Addnlone:lltlm rl~A : gtl9r - nolltu~!!I dlllllgnlllr. erlllctng IItIown I, lor laleltAI t1UPPort of Individual Adtutlonlll ~rm'nel'll bl1ldng 01:0 o:I'fl:: to IMum _tllllty durlnlll.!OO8tl'uellcm III the R1l11ptlnlJlblllty oIlt'llll .rector re~ Isbl'ltlAtlon quallt oontrof ~ Un;I 191M mllp(lnllbllUy of the building l'I8;lgnef" F6f' liIl!1neralllUldnnt;!ll!l" 81 8...(;1"11 SlIeClI'k!:mon ;NI IoIILv t1l"",A8'llOOIIWIIY, elfttlOl'l. IImj Draclno. cQI1;ul1 QU." Q"'II~ ~.nd""'" DID- Phr1e InlUlate 51!13 D'On.' f", D~'- '....".", d ~I In.tttt.lh:tlllnd 8,~11I. "&aommlWlCfallol'lllvOIIIaDlt lrom T;.... . 11""". ._.~S''71t ' May 4,2004 IIIr Milek Industries, lne. lob t(l,l$& IL Truss Type 1662 I T2 I ROOF ~RUSS. Noti"~iTru33 CQlorBdo Inc., SCdalia, CQtorsdo ! QW 'I P1V i Com Fire & W.-teriKlien/666i" 1 2' J .1_",._~~!?tJ!!l?t'Il!'11M "-03 16'12'2' :2:004 SRl $'Oem-2002 'MfFck Il1duMrie!!., Inc. Mon Q'f .. Rl2083181 ---.. 4.201 Pllge 2 LOAD CASIi(S) Standard 11 Snow: Ll,Imber IncreU4!l ~ 1.15, "'ate Increa~e = 1 .15 UnifOfm !.veld$. (pH) Vert; 1-"-.80.0, 4-6=-80.0. 2-6=-20.0 conoontr~:~;L~~.'1~~~110=_15B8_B 11=_1598,912__1596.913=_1598.914_'159B.9 A. WARNINO - V~"if1 design lJtI1'-crmcter.t and REAl> NOTES ON THIS AND REVERSE SIDE BEFORE. USE Deefgl"l"'~lld lor lit4!I ooly with MJTtk CljII'1llectotc. Tille ~n hI b.\ll!ll9CI only IIpal1 pafamolol'Jl RtwJwn, afM:Iln tQr M Inclvtdwtr building COrnpgnlKlt to be l"mAlllller and k1RdRd vertlCGlly. ~llcablllty of t\IIltlQn pun:IfMttrlSM pn3ptf lnCtll'pOrAtlDn ~ Compone/'lllll fUporliitblllty of bullllll1g delll'QMr.. 11001 Mil _'!I'll"'. Bt~lnfil..ftOWr'Illi tor ''''erallRJpport OIlndlYtdu~1 web I'IHJmoera 0l'I1y. Addllklr'lallAmpQraty br~jna 10 In!JurI) tt.bflltydl,lrlna llOMtnJl!II"" lIthe r_POl1llblllty at the erectllf'. McItIONII PAfmanMl brJllcfng 01 thA overall :;1n.Icll1r&!:s th, r"DOn~lhlllty 01 IhlIIIWldlna dtllpr, Pot IJOt'IRl1IllIUld8l'1OO f1I9'Irtllnll ftlbrl~tlon. quality ~tr&l, ~rll~e, dllll't'ry, 8I'QCtlan1llnd brM:lng, aonsull QBT-II au.lIly Seen_d, bIB- II Braclna Spetlft~on. and HI"'" HllItdllno 1nII1,lIa1101'I1lInr;I 8racln_ ~mlMnd'll1lon 8'tlllinbfe from Truq; PI"'ln.l~u'" sla D'Olllofrlo DrIve, Mldl..n, W/5I'lI?1' Mlr M1iek Industn.s, Inc. Job i iru~!1. 1 Truss Type a662 [T3 ___IA~OF~~SS Nobis TruI8 'eolol'illdo 100., Sedalis. ColOf~O I ~'Y I :IY . CO" Fire & w",.,/Kllen/8662 I.. --.J I (optlonall . _ 4,io1--.SR1a i5t:t 11 2002 MITek. IndU$t7iiS. Inc. Man May 0315:12:222004 A120831B2 Page 1 l':~__'_._~-o ~...4-0 8-2.0 _H. .....r-..-- ---!~~~~ .".7 -~~ .... 2O-M .... ,...., ..-+------.-.... 5<-7 +._....__~. '---I ..... Stal.!!! 1:S4.e: ... _-.---:.-::r~;~:::~~~--::----:--:-.-~,r:<ll.C~,~c::::~> 8 _.,___:.:::....:.:.:..:-.:~:.::-.ff.:::::.__--::=-.___ ....... -..... ./ .... _ __.:::::__-_.-::;;: -----:------__... ~1<--:~,.f,;:::r::--~-~---:~-- . ___--=>-[ri/-. ... --~~~-----~-- ~ g 1_- ~ 4x10 .- 13 12 11 10 14 e 4x14 -. """ II .... = axe 8><8 - """ II 3.00 1;2 5 ~ o Of:1L-.-- &0200 1~.1-7. 1s.1HI o..w 8-9-8 s.o.1 4-6-Il .I"!.!~ Off..'. IX, VI; [2;0.4'"4.0.;1;01. 'i8:O:_~ 7,9:0-7]. \11 ;0-4-0,0-&0]' ,. 2f>>.lJ ____.+_. .... ....... /100-7 -1-,..' .~1.s.t:1 ..... . .,----.- LOADING TCLL TCDL BCLL BCOL I~"I 30.0 10,0 0_0 10.0 S'AClNG 2-0-0 Plmsln~rf!!l):$e 1.15 LumbOt lnetcase 1.1 Ei Rap Streaa. h"lot NO CoOe UBC97/ANSI85 C$I TC 1.00 Be 0.93 W8 0.79 (Matl'i>l;) DER. in (lOC) Vel'1:(ll) -0.53 9-10 Ve,,(T~1 -O.BB 8-10 Horzml 0,13 S 1st I.C l.L Mln I/defl = 240 I/de~ ::-100 :>427 n/. PlATES 10111.0 GAl? 197/144 Wolght: 160 I. LUMeEll TOP CHORD 2 X 4 SPF 1650F 1.5E *Exeept* S-a 2 X 4 SPF 2100F loBE 2 X 80P.N 1950F 1.75 2X4SPF 1650F T.5E I!IlACING TOP CHOAD BOT CHORD Sheathed. Rigid ceiling directly aDDIied or 8-Q-16 DC bracing. BOT CHORD WEBS REAcnONS lib/size) Mex Harz Max Uplift M...x Grav 8 _ 23141Moehlnicll, 2= 1943/0-3-B 2=138(1oad can 7) B=-447(load case 6), 2=-400(load 03$tJ 5l 8=2.;370Cload esse 3). 2=2Q93(toBd Cllal! 2) FORCES fib) - Firat LOBd Cass Only TOP CHORD 1_2=35,2_3__6123.3-4=,5447,4-5=.4431,5-6_.4431. 6-7=.6499, 7-8=-8238 BOT CHOflO 2-13_5901.12-13-5901.11-1205237.10-11 =5260.10-14=7857,9-14=7857. B.S=7957 ' WEBS 3_13=_153,3--12=_690.4-12=443.4-11 =-1139, 5-11 == 1760. e.11 ~.2327. 8-10"" 1291, 7.10-.1764.7.9-388 NOTES 1) This tl'l,l$$ h:as been designed fOr the wind 10;)(1$ genera.ted by 100 mph winds ill't 2-5 ft ...bove groUf'ld level. l,lslng 10.0 p$f top chOl'd dead load and 10.0 p$f bottom chorcl dead load. in the gable oncl roof tont on an occupancy catBgory II, condition I enclosed building. with 8xpolure C ASCE 7-8B per UBC97/ANSI95 If end verticals Dr CBntillM!lrs e)lIBt. they Bre exposed to wlnd_ If porches exllrt. they are eXpll!lied to wind. Thl! lumber DOL Incres98 I!I 1.33, and the pt"te gri~ increill!;e 1$ 1.33 21 Oe$lgn lo~ Is based on 30.0 l)s1 $!X'lcified roof snow loa-d. 31 Unbalanced anaw loade have been con!l;lde~d for this rle.c:lgn. 4) Overhang has been de!t.lgn for 2.00 times Ii\l'o load T dead load. 5) This truss "'as: been deSigned for a 10.0 paf banom chQrd II~ h;tlild noneoncvrrent with any other live loads pet table No. 16-8. UBC-Q7_ IS) Refer to glrderl$l for truss to truu canneotkmB. 71 ,",is truss n~a been designed with ANSI/'TP11-1995 criterIa. 8) Speoial hangerlsl or conneC1:lon(s) rCCluirM to suppOrt Clot'loentrated loedlsl 705.41b down ",no 163.3Ib up at 22-5-4, and 312.lSlb dew" and 1 23.31b up at 25-0-12 on bottom chord. Ce$I!Jl'l fOf ul'\SI)OOi1iEJd connectlon($) 1$ deleg;nod to the bu~ding deBJgner_ May 4.2004 C~inue on page a WAIlN1NG. VerilY tl~si~n portJmcte1',f (111.(/. READ NOTES ON THIS ANtJ RRVERSE SlDE BEFOkR USE Dl!Illlgn vllnd lor u.~r:I only "'11th M.,..k T"I build! ~. I1Sdelllgnhl~sedonlYIJponparan'lOlOm5lhown andllllofanln<flvldulIl ng l:ompooonllO bl!l fn8t111/ld ~nll toacfOd VlI~rry. ^llplfoalJjllty 01 dil'illgn pttrametel'lllnd ~roper IrlCOIVOfltlon 01 ~o~nlnIIR rll8:pon,ltHll1y olllulfdlng ,,"IRnar - nol truss dOnlgnRr, eracfng ~....n Isler lotRl'<<llJUPPotI af ll"ldlvloual ~I memllClI'll onty. MdlllCf\El.llempol'l'ir'y bnIcl"ll kI ~urs slablllty during eontltl'lJr.rIon II tllo I'Rl'opCInlllblltty of thR erector III ::81 tOtft1Rnenl Dtaolnll (I' the ovtlrnU IJlrucluNlI, "" respontllbllttY r)f the bulldtng lXlstgMr. For general plMnoo' ..~ g .\Ibl1ctllon, qU8"lY oontrol.Ito~IlQlll, dRlI'M)fy, ol'llcllon,.\IM bracing, c:oneull OCT'" GIIIUty _IIlIWcfer'd, [lSD. Phtht 1'8C, Ino &ptleIflC.~lHl. .MII HIe-it Hllln.lhlli In.l4IIl1l1lon and IIPKlnt ~",IIIet'td11lhlon evellabkl flVl'I1 TruM nlltl1"",, sa:! DOnofrio flrlv&, Medlllan, W113T1. ldr MiTek Industries, Inc. .,,, ... Qty I' Ply ; Com Fife & Wate~/Klle,;i86B2 - Al;!0B31S2 lob Truli" : TI'tJ!!l. Type I, l... I T3 J ROOF ~USS '12 .. t~opt'.~~ll__ :,T-i.l2liQ4 POgo 7.---" .. - ... . -.-.-.. iCfi- SRl 5 Oct 17-2002M1=rek Ir1dvttriea, Inc. Mol'! May 03 15. . Nobh!"rniu ~Iarlildo fnc..SC(;iltl. ColoradO 4. LOAD CASEISl Standard 1 J Snow: Lumber Inr;::rease = 1 .15, P1:;ite: IncreasB = 1.15 Un~",", LoadS (pili Vert: 1-5=-50.0, 5.5=-80.0. 2-5~.20.0 Concentreted loBd~ IIbl Vort: 9=-312.514-.705.' A WAR/UNO.. V"((r d<siR" po/"tJmctm Qnd READ NOTF;S ON THrs AND REVERSE SIDE BEFORE USE 08&l1J'1 v.q(l for uma only WIth MlTek ~nnectOl'&. Thill r;l""lpn II bHtld ~ uoon ptIl'M'1lJt~re MOItirl, IU'ld 19 !of an Il'lchldulll I;II.rncllnll' ~mpon.nt to ~ InlllllltlKJ IrId IOllIdIld vertically. AppllclbnHy of a.Algn peramelOn; III'l(1 proper 1ntorpl;lfllUon 01 COI'l'IPMeflI II ttll;PC:,"slblllty 61 bll1k:llnJJ delipr - nol tl'Ul* dulinft'. It'Oolng ';'0'1" lBlot lAll!Il"IlltlplWM't ollndMctual web r'tKImlJ~rl only. AalttlOnal tompol1lry bracing ta 1"1111'8 stability GUllng COItttn"",on 18 h ,"PQflllblllty o! lhl;! ,recioi'. Al:fdlllon.l pllfrn~"'lel'lt braalng 01 tl'le Ovntl;!IIItl'UCltn'1'I j,; ftle rea~dl"':rbIIlW 01 tPlIl 8UlJdlng dIlelOMt. For uentNl outdllnr.l\l l'&Qartllnll ,abtlUtllX11 quality OOIll1'Vl, IIOl'agn, Gellv.rv. nml'!!lol1. lnellItaDlng. COMull an.n QUll1ty ......rcf, DU. " IIl'11elnll S~leIflQtIo". al\d HIB,,'! H.l\dllng IInllalllflan IIlnlf 61'11clng R4IComNnd.uon RVIlIIRtll(I from nun Plale Inlllllll.., SII D'C".frlo Drift, III_dillOn, Wl5l'11t Mlr Mil_ Incluslries, Inc. 1~_.3x4, ::;;:. i Qty .. [Ply '[ tom Fir!!: & 'WaterfKlienfSE'i62 __~._II.___~~~n"\._;_____~. 00"'--4 -p --, .SRi"soc't;7 200.2 MiTek Indof>tries, tnc. Mon _y 03 15:1L;,3 2 ag!!l 1.5x4 II --Z-----j R,2063163 Job Truss Trun TVpe 5662 T4_____ J~OO~TRU.S_________ Nob'e Truss Color3do Inc.. Sedalia, ColQrado 4.201 I.li~-';~-_'_I. . ---..--. ..---.. H ......-.. , .........................-............ - ......... .... ........... .................. -............ -.......... -'''.. ...-............ -.......... ..-.. ...........---.~:-...........-.......... ------- -~-.- "---:o~ r+ .~1o.a__._.._,. 301o.~ ,.....-.-.. scale; 1:11.4 ---- ....... [l '1' , - 4 5 3 1,5><4.JJu.__. ~,1,~ 3x4 :"':"'1 .. _..,:,~ '..._-, -,- CSI IbEFL In (Ioc) TC 0.2S Vort(lW 0.04 3-4 sc 0.63 Vo,,(1'W -0.08 3-4 we 0.02 HOrfITL) 0.00 3 IM.'.riJd .__.. 1st lC II Mill I/doll - 240 BRACING TOP CHORD BOT CHORD LOADING TCLL TeDl sCLL SCDl Ipti11 30.0 10.0 0.0 '0.0 0--- ------ -... .-.... SPACING 240 P!Mct. lnt;rell98 1.15 Lumber Invrease 1.15 Rep StreBa Iocr NO Cod. USCS7/ANSIS5 . . ' .'.. Irdefl :>999 >579 nl. PLATES ..,1120 GRIP 1971144 Wlright; '41b LUMBER TOP CHORD SOT CHOI'lO Wl;8. 2 X 4 SPf 1650F 1.5& 2 X 4 SPf 1B50F 1.5E 2 X 3 SPf No.2 2--0-0 DC purtin8; 1.2, exeeJJt end vertical.. Rigid celllog dlreotty IJPplied or 10-0-0 oc bracing. AEACOONS (lb/:!Iiza) Max Horz M:txUplift 4-332/Meehank;nll. 3 :::;333/Mechi!lnical 4=-83(108d ca8$ 3) 4=-103'load caB8 3). 3=-100(1oad case 41 FORCES IIbl. First Load C1.'I$C Only TOP CHOI'lO '-4=-147, '.2-0,2.3--147 SOT CHORD 4-5~'{>, 3-8=-0 WEBS 1.2!"'lO NOTES 1) This truss has been designed for the wind loads gen.riMed bV 100 mph winds at 25 ft abOvB ground level. YSing 10.0 ~$f tel) <lhol'd dead load and 10.0 pst bottom cl'lotd dead lo~c1, in the gable end roof zone on an occupancy eategCJrY II. condition I enclo,ed building, with expoBure C ASC!. 7.98 per ueC97/ANSl9511 end vertical a or cantilevers exist, they arl\l O:lltJo.oed to wind. If porches exist, they are BxpDsed to wind. 'thtl lumber DOL Increase Is 1.33. and the plate grip incr8811. i$ 1.33 2) Oeslgn loed 1$ b3$ed on 30.0 p!rf spectfled roof snow load. 3) Unb31.aneed snow to~l(lc. h~ve been QQnlJldered for thIs design. 4) Overhang has been d83ign fal' 2.00 times live. 10M! + dead load. 5) ProvidB adequate drCilinagc to prevent water pending. S) This tn,IS$ hu ~n delJlgned for a 10.0 psf bottom chord live load nonconclJIl'8nt with any omll!Jl' live Itlada 00' Toblo No. 16-e, Uec.97. 7. RBhlr to girderls) for truss tD truss connections. 8) This truss h~$ b"" designed wl1:h ANSlfTPI1-19SEi criterltL 9~ DCKign aSSUMe. 4x2 (flat o~ientation) purlinB at oc spacing indicated, futGned to tl'U8S TC wI 2-1 Oct nana. 10) Special hsnger(!t) Dr CQlnnectlon(91 required to suppQl": c;oncentra~sd lo.d(al 29B.31b down and 90.21b Up et 1-11-4 on bottom chord. Oe$igrl for unc."ct:ifiCd coMcction(s) IS delegated to the building designer. L.OAD CASE'S} Standard 1) Snow: Lumber Increl!l$e=1.15, P13tc tner/llasQ! -1,15 Uniform loads (pI1) V.rt; 1-2~-eO.O. 3~4:::;~20.0 May 4,2004 CJI!ltlnl,l!Mt on D~"e :z .a WARN1N(l. Vt'rif.l' de8ign p{framt!tns alJd READ NOTES ON THIS AND REVERSE SlDE BEFOk~ USE DesIgn YAIIr:l ro, UIlO aniI' wllh UfTIIl: OCnned:or8. Tl'ill dltJ!.lgn 18 ~ gnfy lIllOl'I oal'M'llltllnillll'lO\Wl l1nCI hi lQr In Indlvldl./lll IMldlno OOmpQ",nl 10 ba Inlll~11llO" and Io"~ verllcally. Applloa"lfIty 6f O"III"IQIl'lIJl"metCllrn and p'roper rncDf'P(lr8t1on 01 :Ponefllli rwaponslblUty l:lf bUilding dft~;n,r - 1'101 1m", dftllpner. 9I'IIclng 'hoWn 18 lOr lAl.,.1 8lJrlpMt at Indlvldutl Addi;'m~ers only. I\odltlonallclmpQ~ry bldolng 1(1 Insure ttAblllty aurlna CbI'lMrul!fl~ III tM ~POOlllllJlllty Of Ihl!lllm~nr 'O$.r:: I~;:~= ~;1l~1,1:~ 01' 1M &.oarllll IlIIfUct.tll'6 Ilt tt'lI, rnllonllllblttty Of the bUIlding alllgner. 1i0f gAlllll,..1 ~ldaM:lll' ISlli1racln S ' ., I" ., c:onlrol, slorage. dltllIIlry, tNelll!lf'I, Ind bratl/'i(l, er:m;ut1 aST'" tlIulIII'" st.ndIIrd, D$.tI- P'-t. l'tI.t~...""..'",~olol'lt .net ...18-11 Hlndll", IMtnUlltlon _net 1'IIl~lno "1OO,"mIInd.ui!Wlllv.~Able ft'01'l'l TruIIII , .. l'I6I'r1a Dp!V4. MIIdIII_, WI U71t Mlr M1,." Industries. Inc. lob raw I Ply j.com ~;ro & W.,.,iKI;.nJfJ662 ~12083163 11 L 1"";00011 ---'--004-1'0 ,-' "SR1 '$ Oct"i7-200:r~.lndl,l!l.tne8. Inc~MOii May 03 1S~12:23 2 ge 1tlJ!\S 'lTrulioS- iype I T4 ROOF T~USS 1662 Noble TruSSColor;do Inc., SedRlia. ColOie'dD-- 4201 LOAD eASEISl Standard Concentrated loads (Ibl V..., 5=-288.3 A WARNING - Vulf~ dc.,rgn pllMrttCrrrl and READ NOtES ON THIS AND REVERS~ SIDE REFOR~ USE Design Villi" lOr lite onl~ wlttt 1QTd: CCI'lntctm. Thla _!grlls blled Ollly IIp(In PIlrammol'll $hown, and It for Ilrt Inc:HvldUIII bUlldll'l(l e;1)I'Ilpone.nt IfI be Irmll1l~ IInd toadtd Vl;Irtlcalfy. Applletbmt)' of <IHlgn PEI'.meters al'ld prvptf Ir1COl'pOl'ftl!(ll'l ." compoIlenlllll feepon&lbllfty cd hl,llldmlt detlgn,u - not tnJaIII dRlIIone,. Ilraell'l(lllhown "fOf lo.lo11ll11ltlP'J)ort cllr'ldlvl~l wf.lb ~berl only. AlXImOflal klltlporAry bratltli 10 Inll,,", 8Ulblllty llur1nD <:onI11L1C:1km I~ the. responidbJlIty Of the .reelOr'. ,6,(kl1tl0/Ul1 plIrmlln.nl bracln!l Of the OVamU ltl'ucturel!'",8 rtlpont+blllry 01 the bUjldlno do,l~r. For gan.l'1Il Rllldanefl regardIng fl'lbrlcauon, qU;'111ty control. stot:loe. DIIlWlry, .r.ctfon, and bl'lklng, COMult on.., Qu,Rty C.t.rtd.rcI, OSI- at eraeln, Sp..;tfiCltlon, and H18-D1 H*'tdllnt 1Mt811111tlan lI.flef BNClli'lg Ihw:",mIMllld.UaIl II.vallabkl frQlTl TN.. P'-t. '",,"ute, _ g'Onofrfa DrtVII, MfId1M)ft, WI S371. IIr M11ek Industries, (lie. lob i Truss I T~" Type 1662.._l~5. . J ROOF TRUSS Nobl~ Truss Colorado II''';'., Sedalia. CotorttdD 'U01 . i ~ l ~y I:m Fite& W".tIKlien/B862 SRf!l'ocr"'200':2~ri(iU$trieS; In~. t::~~3V.0315;'U;~42004 .Pilge 1 1.50<4 II ......---.-. -- -. 2 .1 . . "".-----. . .-.--, ---- ..------ 0 .'2063,84 I .I 1!_3M~..=.. ."._~i~. 3-,,, Scale = 1:14,$ " "~"""".'---" " '- .........., ,.,.'-..- '... -......... ~-~ ......... ................. ......,...... ~.... ", ~. .'......... ........... '......... ~ " 'i' '" _1---- 4 5 3 (pst) 30.0 10.0 0.0 10.0 j!!I4 1.1.. ... _._____._..__3-,.. ~.~. T ~:--',~I ~; 03 T::... -:~~ ,; ,':: lumberlncreBBB 1.16 Be 0.86 Vert[Tl) -0.08 3-4 :>SB4 RoI> 5t.... lno' NO WB 0.03 HorzlTl.I 0.00 3 n/. Cod. UBC871AN5196 (M"O,) . __. 1st lC II M'n I/dlfl a 2~ BRACING TOP CHORD BOT CHORD LOADING TCl.l TCDL BCll BCDL PLAlCS MIl20 GRIP 197/144 Weight: 1 B Ib LUMBlR TOP CHORD 60T CHORD wEBS 2 X 4 SI'F 16501' 1.SE 2 x 6 SPF 1650F 1.5& 2 X 3 SPF No.2 2..0-0 DC purlins; 1.2, excep1; end verticals. Rigid ceilrr.g dlrectlv spplied 0( 8-0-9 oc bracfng. AEA0110NS (Ib/eim) Max Harz Max Uplift 4 -726/Mec:hank:al. 3 = 726IMecl'lanieol 4=-125(1caCl ~se 31 4=~143(load case 31. 3=-143(ID8d CBP 4) FORCES (lb) - First Load callo Only TOP CHORD 1-4=~147. 1-2=0, 2~3=.147 BOT CHORD 4-5 =-0,3.5 -.0 WEBS 1-3=0 NOTES " This truss h.~$ been designed for the wind loads gener;ted by 100 mph winds at 25 ft above ground level, using 10.0 p8f tot.! chord de~ IMd ~lnd 10.0 psf bottom chol'd do3d load. In the gable end roof zone on an occupancy category II, COl"lClition I e:nQto!l1!d buildIng, with exposurtl C ASCe 7.98 per U!C97/ANSI95" end verticals or cantihrv8t$ eXist, they 3re e~O$td to wind. tf porch85 fud&t, they aM exposed to wind. The lumber DOL Increase II 1.3:3, and the plat. gM!) incrca,c is 1.33 2) Deslg" lo3d Is b3$ed on 30.0 psf specified roof snow load. 31 Unbaranced tiflOw loads have been eONldll!red for tl"lls desJgn. 4) Overhang has been design for 2.00 timaa liVe load + dead load. 5) Provide adequate drainage to prsvsnt water ponding. Bl This truati haa been designed fOl' a 10.0 "sf bonOfTl chQrd live load nonconcurrent with any othBr' livo lOiads per Table No. 1 6-8. UBC-97. 7) At!fef to glrder!s) for tM,lSS to tru!W cannections. SJ This truS8 has been design8C1 with ANSIIT~ 1.1995 cntcri', S) Design assumes 4x2 (flat orientation) puriin. at oc spsl:ing indiCated. fastened to truas TC wi 2.1Od n~il$. 10J Special Mangerls) Dr connectlon{s) requlred tD ~ppDrt concentrB1ed IDad(.) 1084.21b down and 136.21b up at 1-11-4 on bottom chord. Desi"," for unspecified c:onneotI011{sJ 1$ deleg'ted to the buildIng designer. LOAD GASE(SJ Standard 11 Snow: lumber Inere3Se=1.1Ei, P13te lnerea$o",,1.15 UnIform Loads (J)lf) Vert: 1-2=.80.0,3-4=-20.0 May 4,2004 CJtlI1lnued on page 2 a Wt\RNfNG. VeriJjr df!!tign paramt!ters and READ NOTES ON TH1S AND REVERSE SIDE RSFORE USE tleIIQn 'I1'I11d h:lr use only with WITH CO/ItlRr.t -. ~_ blJII . QI'8. '11 .........,n I, bllMd only upnn parametMt. ~hQwn, and It fOr IIn lrnllvldual I1Ing COl'l'lfl&:lnlN'11 to be Inl'illlllRd llooloadod VfIrtlr..,ly. ^P~IIGllblltty 01 deMo" pll"."llllera an.d prapl\lr IncorJlOl'ltion / ::::e: :"Oft!tlllllllY 01 building d,",Ig"~ - nm trlal~ rH8IOMr. Ill'ltQlng shown hi fOr IlIlerll auPj)O" QllnlflYklUl~ AdditIOnal II ty. ~dlllonallDfT1l1tlft1ry Ilracjrig 10 Inlul"fI BllIIblUI;y dUring COrlMnrrnlOn 1IIIIe mRpGll,lblllly 0'.... R"!Ietor. Mgardln 1~1l::~n.1 bmtlll'lg of the eYl!lr,11 SlructUM III ~ r..ponBlblllly Qt the bUilding _Ionet. For 9'lnollrll gulcltnCR II Bill ~ S\Mtl1~T1, qualfly ~ntrol. Gtortp, tIllllWry, anlC1lon, Ind brlU!lIlg, eonlull oat... O....11fy "adlftl' DSa. Pial e I:!~ioll, 'Ad MIa-Ii ""."lIIlInS In~.II"lan .nr;lllIl'IIClnlJ ~CHnmencltlIaJl avElIIeD/1II fl'l)m n:u.. e 1".lhufJl,. 5113 D Onotrto Drlv., UMlhton, WI 53719 air Mli ek Incluslries, Inc. ob Tru~S '[ Truss Type 662 l T5 ROOF T~USS ___ _ ~oble 1'N$$ Colcrsdotric., Scd::llla~- Colorado - 4.201 ow I Ply ,Com Fir. & w.tcc/K".n/B662 R12083184 I III ,1 I (opt~n''L_ _ _ _ .-2----J -SR' s Oa',? 2002 Mi'fe~"'-ind~ti4es. \nc;. on May 03 16:12'242004 Pege .DAD CASEIS) Standard Ccncentrtted Load~ (It'll Vort, 6=-1084.2 A WARNING - ITr(fY dos/gn pa",.."", and RI3AD NOTRS ON THIS AND REVERSe: SIDE BEFORE USE DeaiQn Y/lJIIf tor UH only w~ MITIII: ~llfI. Thb; dMlgn 18 beARd onty IJpon I'&rtll'l'JIrI.~ ahowl'!. and I,. lot 81'1 IftdlvldLlllI blllldlnA eompiXlerrt to be INitRlI1Kl ana loadAd V(lrtlCalty. Applf;<<bmty of dlHllRn paramWln; Ind proper II'I000000fsUOn of ll(lrnpononlllli ,,"P0n8ll1Nlty D1!:lUlldln(lI!klldllnllr -l"IOllruR, o,.,r. BI'olc;:lnA mown: It. ""llIteral sunort Qf' InelMbl wvb member' CI'Ily. AdlfttlOl\ll:llnlflpr:lrtU)l Dflleing to mum ~U1bIDly during r.cnstnJct\on Is IhQ I1IlIPOnlltllllty of thf erector. Addltlrmsr perman"llinl braCing 81 till! l:IveraU fdructure Is 1t11'lI'll"fM'nlllblll~ gf ... 1:IIJadlftg dGlllpr. Fof I;lentlrtll guklenct 11IRal'dll'lg tRl;lrlC8tlOn. llUAllty comrol, ntarllge, &lllVllry, ,rtcfforl, and bracing, e6l'lnnlt Q8T...1 Qb'l~ 9hndml. DCa. n IIr"CI"t Sp.l!lnc.tIOn. .net HI...81 H.ncmnllnlbllllltlar, .1Hl1lt.a11111 "'.-om_Ad.don IIl1allftblEllrom Tl'tt*W Pitta In.ll1l1tt, !IBa D'Onolrlo. DrI-. ~Iaon. "'1511711 Mlr MtTek Inc/usme., Inc. ..... Jab I TruSs. i 'truss hDe l552 I T5 _ __ !.ROOF ~~S _ . Noble Trli88 COlorado Il"lc.. Sed'alia, ColoradO ~ Qty Ply I Com FIre & WaterfKlien/$662 ..---.__.11n 11 (Oe"O~~'L__~'1~ -. SR1 S Oct 17 2002 MiTek dustrles, Inc. Man Mav I,J~ ~:12:24 2004 Pilge 1 "'~083~~~J 1..-----..... ,.,..!..~_._- ..... ...._----1 1.5><4 II 2 __~-. ...-.---.-.-..--- ] ..-'- .- Scale = 1:13.5 3.00 112 ,..... ...------ ...-.,. ..... -..----- .-------------- -- ----- ~~:=::/ --- .--------- ---.-- ==w 3>:4 = 4 ..... ..... 1.51<4 II '1 Plate 9.ffset!lIX:.YI.:.... LOADING Ipsf) TeLL 30.0 TCDL 10.0 BCll 0.0 BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS 11,Q.1-4,0.1.8] SPACING 2-0-0 Plates IncreBBs 1.15 Lumber I"cre~se '.1 5 Rep Stress Incr VES Code UBC97/ANSI95 OS, TC BC we 0.521 ~:- IIdOfll" >999 :>943 n/s DEFt in noel VortlLU .a.OS' 1.4 Vert(n) -0.08 1-4 Ho"ITLI 0.00 4 1 $1" LC II Mln I/defl ;:: 240 !'LA'TES MII20 GRIP 187/144 Weight, 18 Ib 2 X 4 SPF 1SeiOF loSE 2 X 4 SPF lS90F HE Z X 3 SPF No.2 BRACING TOP CHORD BOT CHORD Sh.athtd or 6-0-0 I;lC l'urlln!J,. except end YClr'ticala. Rigid ceiling directly apc:lUod 01' 10-0-0 oc bracing. REACTIONS lIb1ol,e' Max Harz M8~ Uplift 1 =300/MechEmlcBl, 4=318/Mllchanioal 1 = 105{Ioad caee 41 1 =-Hi4(1osd esse 5). 4=-189(1aad ease 3) FORCI;S lib) - Flrot l... Co.. Only TOP CHORD '.2-.0,2-3--2,2-4='258 BOT CHORD 1.4=0 NOTl!S 1 J 'this truu. has been dO$ignCd fo.' 'tM wind fO.ad.s genertt~ by 100 mph wlnda at 25 ft above ground Isvel, u&ing 10,0 p&.ftop eMI'd deaclload and 10,01)&1 bottom chord dead load. In the gable end raQt zone an an oooupsncy category II. condition I enclosed building, with expoaurc C ASCI ,-g8per U8C911ANSI95If end verticals. Dr cantllevera Bxl&t. they are exposed to wind. If parches exist, they are expoa.ed to wind. The lumber DOL increase is 1.33. :lnd the DIMe gril) increase Is 1.33 2) DUig(Iload it baaed on 30.0 pif epecified (liof snow load. 3) Unbalanced snow loads have been considered far this design. 4) Overhang !'In been design for 2.00 timca live load + Mad load. 5) This truaa 1'1118 been designed for II 10.0 paf bottom chord Iivs loiild nonconcurrent with Bny ather live loads per Table No. 16-8, UBC-97. G) Refer to (lirde(($J fot truss to tttJ" conn&etion&. 7) Thit: trua's hea been de'lligned with ANSlfTPl 1-1995 crt1~l!Irla. LOAD CASEIS) Stand::lrd May 4,2004 it.. WARNING - Vel'if.v desig" PfJ/"(I111t:fcr.f Q'1.d READ NOTES ON THIS AND REveRSE SIDE BEFORE USE DHlgl'I """t1 10r Ultl only wtt1l MIla'" cto Tkl ... bulks! OQnne re. ~...e ~ I~ buAd onfY lJOM ~ntme18ra lIftown, III'ld II lor 1IIt1lndll/I(tVa1 nil compo~'11 to be 1~~tllhlllQ Md tolldftl V9rt1caIJy. Appll<:tlbMlty Of dMlg'I paral'tlO! rid I componltnt ~ rOI!;t1cmRj~lfty 01 blJJldI ........ 0111 R pl'Opfr ooollXlratlorl M Will) mertib ng ......pr... not truy dD$llInef, Bracll'lg '*'own II lor It.ttlllllUpport Qf IltdlYfdLlllI Ada-loonal ;; onlt. AddItIOMflI temporAry Draclng 1CI1r1Jure stablUty (lurtng COMttucrlon II ltIe rfHlpOOllblllty Df Ihl!llllreetor. III I'dln It! rmlllle"1 bfacll'l!l' 01 tIMI eve",!! structul'I'Illl thtlfMlIOtllliilbllUy olll'la buIkIlnll d..lgnvr. Far IlIJnll'al ~lIfN8 I'~racl~g :"~krn. Q\I8IIIY COl"llnll, 1JtoI'IlC)G, dlllllV(lI'l), tlrtll!Hon, Ind b~lng. consult on"" QusM.., IhlrIdtird. DS8. PI... fn.Htu~IR'~"'~O'_'I~ Hrl"~ I1mc1llng km'Bllalltlil'lllnlJ UI'IDlng A,comrMIftdllll;ln IVSlUltlllil from trua. ,.... no rl9' DrIft, u.cfIBClft, WI $3718 Mlr MiTeIo: Indvstries, Inc. I'. J(lb i Truss ' Trllss Type I Cty I Ply I Com Fire & Water/KJlen/B66.2 I I I I Rl2_05~1~~_ 15ee2 _L_~E~~~.,,_.. : d~~OF TR~~_-__--_.o -~2 MLiT' -k-' d '-:;_ J, (~~tM'~n")M 031512 OS 2004 Po'.o 1 Noblo "fn.i99 Colorado Ifftl., oegllUe, C(llora 0 4.201 SRl $; e~ 17 2vv~ I e n U.stne~. "c. O~ ay . 1 " 1_:1-4-0 !.~ 1..... ~~~, 1lJ.4.tJ 'M"_ ,___._.__~~~ to-4-0 .,..".-----~~ '1 ,.... Soolc . 1:37.9 3.00 W 4>04 8 3 .' ..~,-._::_:::.~- .._:-.-:--~-:::.-: ::~~.-:::.'-" -.-.... . .~.:~9 :-:::~-: -~~":"'_'" .1.~....:.:..:,~~--_____'3 2 ..--.--....:..::.-..-.----. ...-.-.-( --- .::..::..-.::..::....-------__ " 1 ~',~:::-/~- ~-ill. -- j ~ .tl=:=:--- -:~"'~ 3>e4' ....:.. 27 26 25 24 '23 2221 .. ill 3><4 ~ 18 . ;7 ",., '.... Plato Offsets IX.V), ...... ''''"'' . j9;O.Q.O,O'O-OJ, [10,0-i5:O,~ ll';O-o-O,CJ.CJ.OI. [12,0:0-0,0;0;01, 113;0-0-0.0-0-0i,l1e:o;Q:o,Q.0-0J, (17,CJ-O.O.O:6-01 . [18;0-0-0.0-0.01, 119:0.0.0,0.0.01. (20,0-0-0.0-0-01 ~.::~~~~.'-2j] ~I . g:~~J"'~I~~'~:iT II~~; ~." Str... 'nor NO WB 0.05 HorzlTU 0.00 14 Code U8C971ANS,95 (M."lxl 1st LC LL Min Ildoff . 240 _ _____, _ ._. __ _._...M. . BRACING TOP CHORD 80T CHOPlO LOADING TOLL TCOL BCLl BCOL (P'" 30.0 .0.0 0.0 10.0 I/doff nl. >SOI nl. J ":'TES MI120 _, W8ight~84 I~. GRIP 1971144 WMBtR TOP CHO~D BOT CHORO OTHERS 2 X 4 SPP 1650F 1.5E 2 X 4 SPP 1650F loSE tx 3 SPF NQ.2 SheMhod Or 0.0-0 DC purlln$. Rigid ceiling directly applied Or 10-0-0 at;: brac;ng. REACTlONs (Ib/!Il:!I!!.) 2"",283J19-11-0. 22-6J19-11-O. 21 =124119-11-0, 23= 133/19-11-0. 24~129119-11-0, 25-155119.11-0.29=35118-11.0.27=338119.11.0, 20= 135/19-11-0, 19= 129119.11-0, 18-155119-11.0. 17-35119-11.0. 16-339119.11.0,14=283119'11-0 Mill)!: Horz 2-:-8S(load ca.se 8' Ma>: Uplift 2=-127(1oad CilBS 5). 23=-32{load e~ 7). 24=-3411oad cas. 5'. 25 =-31 (toad case 7). 2t3=-30(road ease 71, 21:::-50Cload ca$' 7), 20"':e-27{load C3S'C Il, 19=-35(10'0: case 61, 1S..31(loBd esse 6). 1,.-30(loiid CBBe 61, 16--50(load CS.$e 8), 14....13EHload case 6) Max Grl;tv 2"'405(1oad C:~$C 2),22:10 13lload cas/!! 4). 21..,,24(1080: CMC 1), 23= 1 SS(load (:1M 21. 24= 1 SOCload case 2). 25 ..1?3(load caae 21. 2S...59(1oad csse 21, 2?-359f1oad case 2), 20-15S(losd ca!te 31. 19 "'49{1oad case 31. 18= 173(IDl'lId e",oe 3J. 17 = Ei9(1oad case 3). 11$:IIII3SgUoad case 31. 14-405(load c:~t:e 3) FORCES (lb). Firat La,,", CasEI Only TO~ CHORD 1.2=23,2.3 =33.3-4-.31,4-5=11,5-6--18,6-7=9. ',8-9, 8-9=-17, 9-10=.17, 10.11 =-IB. 11-12__12. 12.13=.31, 13-14=-41, 14-.h23 BOT CHO~D 2-27=4,26-27=4.25.26.4, 24-25=4, 23.24~4, 22-2~=4, 21-22=4. 20.21 ~4, 19-20=4, 18-19-4,17-18=4,16.17=4.14-11$_4 WEBS 11-21 ~-104, '.23~-107. B-24-.105, 5-25=.120, 4-26=-38, 3.2h.257, 9-20~"07. 10-19=-105.11.15=-120, 12.17=-3B, 13-18=-257 May 4,2004 NOltiS 1 J Thls truss has been des.ignBd for the wind loads !:)enerated by 100 mph winds tit 25 1t above ground level. using 10.0 ps1 tOp chord dct'ld load and 10.0 paf bottom Cl'lOI'd dead load, m the gable end roof zone on an occupancy Category II. condition I enelo$ed bundlng, wi'l:h exposure C ASCE 7-SS per U8C87/ANS195 If end V8rtIGBJ~ Or cantilevers C,.;ist, they are exposed tD wind. If porche!' e)(itt, they are oxposed to wInd. The lumber OOl incres$e i$ 1.33. and the plate grip il"lC;reale is 1.33 2) TruSS designed for wind loads iT'! the plane of the truss "'"'v. Hlr s1;uds expcsBd to wind {normal to the fftcel, see Mitek "Standard Gable End D~ail~ )trtinued OM Page 2 IA. WARNING. Vnlfy d"'tP paMm."" and READ NOTES ON THIS AND REVERSE SIDE BEFORE: USE ::n VaIJ~ for UII'I nnlV whh "'rell OCIlVM<:tors. This da~11II11s bIIMd only \IPOtI pllll'llmelem Ihown, tlnd III 101' 4n [ruilVlClttIIl nil COi'I'IPooenlla l;Ie lnilllllled and loaded V1Jrtlcally. APPIICD~NIY or dw:1lgn paroml"'lfl and proper IrtCOrpOI'll~on 01 ~:POfl'nI18l'1JlJDon811)1IIIV 01 bl,lUdfng tlthllllnCl'.. !WI Irou. dellOMr, Brad~Q1l1hOWn hi IQf 1I10I'll! luppan 01 Indlvldll8! :;dn~mlbell only. Ad:IIlIt)I1E1! IM'lporary bntQlnA h:lln~ure tmIhllltY Gurlng cc.n8lnmtlon II!; Ih, ru~lbllltv ef the ereafar OfIa ~riAl'l1 Draoltlg oIlhoOV\l.ralll!llrur.ture In lfle fellPDIlfllblUty of tfle bUlldlna di!llolgll8f For gt'Ine~1 QIlll:llncfl' ::::I~ fa:'~IIO". lluAllly eantrol, ttCIr"1J8, dellllerv. ItlllPllon, Gnd brlCfng, c:onaull OIT.II OU'I,"~ IhlfIdI,NI. 811:. '11da t I PH. rtl;ltIan, IInl HIS.., HllJI:lflnA 1n.1811111an l'lIrtIlI Brel_. "'_rn-.dltta_ f111;zIlRble lrom Truea IttUlvtl,583 D'Onofrl& b,lYt, Mltdlloll. W. Ill?Ul MlIW M1Tek Industries, Inc:. ~J"ob'-' ,. ';1fU$$ i Trull Type I BSS2 . j G~Ol .___J~~~""USS Nobl* Trufllll COlorado Inc., Sedalla, Color~do j' ~iY I ~Y I I::::::: & W...rIK'~nIBS62 ..; 2' mOS31e8 J 8"1. Oct 112002''' rTek Indu"r~., Inc. Mon May 0316:12:08 2004 Pog. 4.201 ~~:;;:lgn loed Is besed on 30.0 pSf specified roof .no\~ lOad: 4) Unbalanced snow 103m h&ve been considered for d'lIS deSIgn, s. O~hang -haB been dlllBign for 2.00 times live lo.d + de\llcf lo"d. 8) All plates are 1.8)(4 Ml120 unless othcrwiSiG indfcated. 7) Gable $Welt apCIm,d at 1-4-0 ofe. 100 $f bottom d'1otd live load nonComnment with any other IweloadB per Table No. T&-B, UBC.97. a. This truss has been deslgntd or!l' .' ~ . 91 Non Standard bearing cOndjtion, ,Review reqUITed, r11; rI 10) Thi5trusSI'IUbElendGlignedwithANSlfTPl1-19SEic e 8. lOAD CASEIS) Standard t.. WARNINO - Vuify ';esiR" po....."',., ond READ NOTES ON THIS AND REVERSE SIDE BEFORE USE lOl\J;n valid fo." LIHI onIV with MlTek con~. Thill dealgn Is bSAIMj only llPun P,.,"mtlOnl Mllvm, lAnd Ii; for In lnd/VIduar 'Ulldlna Ctllbptlnerlt to be I",ltlllld Iilnd Ioadltd venlcanv, ^Pf)llcI.blllty of dnlgn pafRrnet..-s l1Inu proper ~rl1lOn 01 ortIplKllJnlla ~Ipon;lbfllty 01 bulklll'rg !Mllpr.. nl)l 'I"LI. 4I1tl1rfl'lltf, f1/'ll1ohll' If'IoWr1II lOr 1R1trlllluppot't OIlndlYlduar let! I'1lembD'1"ll onr~. Actdlllol'ulr tt"'~rllry bl'JlC1llQ 10 IIUJUfe mRblllty during CtIfltltrUctlol'l18 the I'$lIPOnalblllty or ItwI erectOr. ddltlonll ptlrmln&llf brICIr'lEl 011t16 O\/erlll !ltruc:u.l1'A I; IhIt re;ponAlhlllty ollhe bUlldnllllet:lgn", ~er D'ln'r.al gl)ldanOlil ,gtm:flng 14bl1eatlOn, quality I;Onlm, 81oMlge, !M1~fY, eroetloo. aM brlerl'l'l. ft(Intuh oar.... Qt.l~lny alandlrd, OSI. , Ira~nl'l8pec:llm.IIo". Il'rd HII-9f Neftdllftl 1"...I..llon anc:\' .11I~1f'\1 RecomlMnd.u1tft A""lllbfill from TI'&MI lei' InatllUte. .183 D'Onofrio Dr~. MIIC11lton. WI 521', 1111* M.Tek IrJduslries, Inc. Job Tru8!J . : Truss Type I Qty i ~Iy' j Com FIre & Wtrtcr/l<.licn/Saa2: 8882 GE02 I ROOF TRUSS.._..___.____... . . .. 11 LJI (opt~nal~ 03 .1...1.2....10 2004 Noble Trulls CDloredo lne., Sod*lia. ColDradO- -..-." .- 4.2.01 SA1 S Oct 17 2002 MiTek InduBtnes, nc. Oil ~V "':: 1.1.~1~. ... -...,--------..-..-..--..-...".-t. .,-..!~_.. ..j 1>011" 1-4-0 Seale!! 1:23.7 R12083170 i ~ pager-'- I--"'~~ -I- 1.... ~11-!J. . _____.__.__...__.J," 5011.e 4.4 '\' 1.5><4 II 3 ..-.-.---'-1';--------- S -.----.. ..--- ::u--- --.------ 2 ___--- .---'--._._~::_': .-----~:~:::.-::::-:~--~:::~::_- ---.-~-- -----.-- ----:::~-: :::'.:::::--:::::='..---:,:::~ .-:.:~-- .:___ 7 """ = 3,00 [12' 4 1.5lC4 II ""4 _ 1.5ll:4 II 1.5><4 II 1.5)(4 II ~~I _)1'1t~ ~ 1M;" Plato Offset'I~;YI: . [5:0-0-9..0-01), ~5;o.":O,o.O-OL .-. ,,--.------ LOADING (POW' S1'ACING 2-0.0; CSI 1EFL In 110<1 TeLL 30.0 P1ateB Increase 1.1!5 TC 0.31 Vert(LL) n/a - TCDL 10.0 Ll)mber In.:... ale 1.15J 8C O. , 6 'V~rt(:- 0.02- 7 BeLL 0.0 Rop Stress Incr NO WB 0.08 Horz(TI.1 0.00 a ~. .1.0.0 ~de.. U5C971AN519S. (Matri'I". __ 1&tLCl.LMinl/~eff=~40 LUMBER BRACING TOP C~ORD 2 X 4 $PF 1850F I.SE TOP CHORD BOT C~ORO ~ X 4 SPf 1660F 1.Se BOT C~ORD OTHERS ~ X 3 SPF No.2 I/den ",. >999 nlo PLATeS MII20 GRIP 1971144 Weight: 33 Ib ShOathBd Dr 1>0-0 QC purfins. Rigid cemOfl dll"Cetly applied or 8-0-0 DC b~M!ing. REACTIONS (Ibfsiza) MexHor! MaxlJplift M~x Grav 2=310111.2-0. 6=31011 '.2-0. 9=-236111-~-o, 1O~510111-2-0, B -S'0111.2.0 2. C: -57(1oed eate 8. 2=-139(IOad case 51. 6=-145i1oad esse en, 9=~23e(load oa!U! 1), 10...85(10ad caBe SI. h.S4l1oB(1 c... 81 2=436(1oMl ease 2). S=43I5(1Cl.ad can 3), 9=31$(lot'ld CiluE!l6), 10=S41(I~d C~SB 2). 8=641(10Bd case 3J FORCES fib) - f:ir.s.t I.oad elM: Only TOP CHORD 1-2=23, ~-3-57, 3-4=-35, "1-6..35. 5-6=-3S, 6-7 ~23 BOT CHORD 2-10=-9.9.10=-9. a-9=.9, 5-6=-9 weas "1-5-145,3-10=-374,6.8=-374 NOnS 1) This 'trt,l$C has been designod for the wind loads gener~ed by 100 mph winds at 25 tt above ground 1lV81, using 10.0 pat top chol'd dead loed l."Ind 10.0 paf bottom chord de8Q loed. in the gable end roof zeme on l)n occupancy category II. conditio", I el'tcloaed bl,llldlng, with exposure C ASCE 7-518 por UBC97(ANSISl6 If end YBrticals or cantilevers exlrt, they life eX!'O&e:d 10 wind. If porches I!:xl$t. they Bfe expQ$ed to wind. Thl!: lumber DOL incres!Uli is 1.3:3, and the C1lats grip IncreOit is 1.33 2) Truss de:signlitd for wind I~cb in the plan., of lhe truss only. For ttudsl!:xpo$ed to wind {nQnT'l31 to the face). see MiTek -Stantf3rd Gable End Detail" 3) DeSllJn load is b3$cd on 30.0 I:Is1 apecifled roof Snow lolJd. 4) Unbalanced snow loeds have been consiMfed for this dGSign. 51 OVerhang haa. been desl;n for 2.00 times live IQl)d + dead load. 6) Gabl. .s.tuds 8pscp,d at '-4-0 DC. n Thi$ tru.. has been d98lgned for 01 10.0 psf bottom chord live load no~ncurrent with any other live loads Dcr Table No.1 B-B, UBC9? 3) Non Stend~rd bearing condition, Review required. ~, This tnJ!Io~ has basn designed with ANSlfTPI 1-1995 crft;p.rla. .OAD CA6~ISl StM1dal'd May 4,2004 ~ WARNlNG. Veri/)' de.'ig" parametns and READ NOTES ON tHIS ANI) REVERSE SIDE BE.FORE USE IliIlllgn...lIl1dtorlltleontywJlhMITIIJl_..... '" IIdI """80.....01\';. 1& dQlgn 11; balled llI\ly IIP"" PIlf8I'1't",1'I Dhawn and Ie klf II Indlvld ~mp ng ~OI'llKlt to blllnltalllld El.nd IUIl;lMf v_rtIcally. AppllGll.bll1tV of ~IIAI'I fHlremcra" II'Id ~r"f)er l~r~tIon;1 Ib ma:bltt; ~n:lty Df bUlk:lh'lV de&lQn8r - nollru,* dttl9nRf, SI':ic11J9 stlown 18 telr laterel _JPPOl'l ~ IndMduel ddltl I "'''1. A IOM1Iampor<<l'Y brllclnalo I""UI'll DtllN11ty dllrlng corwmucll/'m 18th", rnpoMlbll1tyof tht tl'Oatar: Igar:: I:~::~:~t .hrlil~~ 131 the OInlrtlR ctrlJr.t~I", I~ the tllnpon&lbg~v 01 m. bUllllnQ deslgllllr, For gAl'llral gull;f<<nee' . BPlflln ,1111 COntrol, 11C1l't11ge, ~lVery. C1rectlDn, Ilnd br':lIclnA, llClnlJlJ" OSIT-ee Quine, S18nC11rcl. DaB- IlIkt I ...9.~IK'G"'nlkm, alHl HIINn HImGIt~ 1n'IIII_rlM and l!I...elag RtcOmlMlHbllUqn 'vnllablt! frvrn Tl'UlUI n u.n, $83l1'Onofrlq DI1II_, MattI'IIIt, WI ~I Idr MoT ek Induslries, Inc. I" city I' Ply J' Com Fire "& 'W.;ttn-Jklicnl8662 J' Rl2083171 __._.., ".L_l~.. !~I;tfI,~naIL ,_____,,". __"_____ SR1 " Oct l' 200~ Mirek Indt,lstrl.,s, l!'Ic. Man May 03 15:12: t 1 ~OO4 Page , Job ' i Truss " J Trus.s rvoe 8682 . 16E03 I ROOF TRUSS N(Jble'TiuH~~dQ-inti~~-S'icialia. .cciiorSdQ---....- ". ':;::'201 f- 1.~_____..,_. . ,..... ....-.--;-.-... 4><4 .- 3.00 Ii2 31...., ,..... ..r!:!'?:!"1 '~.(J SOllIIe'il1:sa.e 11 8 g..'J'.".".'f-" " , ~ ,..=c,~cCcfrtrm J--rottttb';'c,~-~~~ o 304- 3x4 - ~ 41 40 :l!I 36 37 35 55 54 332 S' 30 2Q 28 ZT 2fl 2S 24 23 3><4 - Shlllathed Of 6-0-0 CIC purlln!:'. Rigid ceiling directly "pplied Or 1 0.0-0 DC br:!lcing. '1"1' -~,.,' LUMBER TOP CHORD SOT CHORO OTHERS 2 X 4 SPF 16S0F 1.5E 2 X 4 SPF IGGOF 1.5E 2 X 3 SPF No.2 .__..~~1:'>> :!.1.t.& :r- ~~ [~ .~ ,:: we O.OS Hor.ITI.) 0.00 21 (M.Iltri)t~_ . _ 1 M L~ U MIn I/d~ ~ ,240 BRACII\IC TOP CHORO BOT CHORD 'IPO;'-J. 30.0 10.0 0.0 10.0 ~OAOlNC TCL~ TCD~ !lCl.I. BCOL "-'- .. _.~- SPAClNC 2.0-0 Plates lncr8iise 1 . 15 Lumber Incre&.se 1 .15 Rap Stress Iner NO Cad. U!lC87/ANSI85 REACTIONS (Iblolzs' 1 -152130-9-0, 3h 7/30.8-0, 21 ~ 285130-9-0, 3b 124/30-9.0, 34 ~ 132/30-9-0, 35 ~ 134I30-lHl, 36 ~ 133/3D-9-0, 37 ~ 133130-lHl, 38 ~ 135130-9-o, 39 ~ 127/3().9-0 , 40 = 16413(),9.o, 41 --3/30-9.0, 42 =402I30-9.0, 31 = 134130.900. 30 = 133/3D-8-0. 28=133130.9'0,26=133130.8-0. 27=134130-9-0, 2S~128130-9-0, 25= 186/30.9.0 ,24-28130-lHl, 23~351/30-9-0 ""ax Harz 1 "..129Uoad Cl!I$C 8) Max Uplift lo-:.81losd case 5J. 21 =-129(1oad CBRI!' 6l, 34=.ZSflotld Cate 7). 31i"".3Ei(load cas. 6) . 36=-32(lotld case 7), 31~-32~load ca.. no 3B=-32(load ca!le 5), 3S~.32(lo.d case 71. 4O=-38(1oad CIII$t 5), 41 =-8/103;(1 Cale 4). 42 "".SS(load Clll'$C 7). 31 =-22f1olld C8$e 8), 30=-.36/1oad case Bl. 29 ..32(load case 8), 28=-32(1oad case 8), 27::-32ffotld calle 8}, 2S...33(1oad c~se el, 25 =-31 (load case 61, 24~-28(ID:ad eatil 8), 23~.53f108d C!lS& 8' Max Grav 1 = 17600ad (lasc 21. 33= 14110ad call!' 41, 21 ""407flQo!Id CaBEI 31. 32.. 124110sd cau '), 34= 164(load case 2), ~!)::!:"154fload taB!! 2), 36~ 153(]oMl case 2). 37=-153{load C8$C; 2), 38= 1B5t1oad case 2), 39= 146f103d CBBa 21, 40. 188C1o"d CaBe 2'. 42-462(1oad CilIse 2). 31"'56l!oad OIllIC 31. 30= 15400ad case 31. 29=fS3f1oad eass 3). 2S"153(1osd case 3), 27 = 154(loBd C!)$C 31. 26= 149(1oad case 3). 25= 115(loBd case 3), 24 = 51(Jo;:'ld case 21. 23.. 372(1o:!d ease 3) =ORCES Ubi ~ FirM l.oad Csse Onty rop CHOFlD 1~2.37. 2-3=..35. 3-4=12:. 4-5=-18, !'i.6=8. 6-7...8. 7~8...e:. 8-9=8. 51.10=8. 10..11 =8. 11-12=-16, '2'13=-18, 13-'4~.18, 14-16~.lB, lS-1S-.18. 18-1h.17, 17.18~-16, 18-1a-.12, 1 8-20~-32, 20.21 =-42, 21.22=23 lOT CHO~D 1-42 ~4. 41-4h4, 40.41 =4. 39-40_4. 3e-39~4. 37-38~4, 36-37~4, 36.36~4, 34-3e~4, 33-34=4,32-33=4,31-32=4,30-31 =4,29.30=4,28.28=4,2',28=4,28-27=4, 2..26~4, 2"25~4, 23.24~4. 21-2h4 VEBS 1'-32=.104,10-34-.107,9-35=.'07,8.36=.107, 7-37=-107, 6-36=.107, 5-39-.104. ~0=,'24. 3-41 ~.IB. 2-42=-280, 12.31 =-'07,13-30-.,07.14-29=.107,15.28=-107, 16,27=.107,17-26-.,04,16.25=-121,19_24=_33.20.23=.285 t{"til"II...d on pagl) 2 :!II. WARNING - V"if>' de';,. pam..,,,,,.. "ad ReAD NOTES ON TIf/S AND ReVERSE SIDe BEFORE USE 981gn valid lor Il'e only with Mrnttr COr'InAt'toI'l. l'hIIlMlIlgn II bOll~ onlr uJXln ~(Qme'l5'ra Jlhcnm. IIn., II for I" individual ulldlTla CGI'lIponlnllo be Inllll;llled And loldlli lIel1lelllllV. AP~IIc.l:blllly of IjUIQIl pel'lll'N;ltlra 411d I'fOP4'r looorpGrtlnon of 'mpOriRttIJa m~ponslblllty 01 bull[lIno dtllfgtlltr - n(llll'Uft deslgnor, 8I'ae.ln\J shOWl'lle lor 141"l'Illtupporf oIlndMdual ::1 mtlI'TlbOrn ~. A\1dIUOMI temporary bNlclng IG In&Ufo l'd1l1:1I11ty dUrinG' eClMtrvcUGrlle \he ~ponalbHIty of I~, erllCtOt tIlJnsl ptlrmanDt'lt braCing 011110 ovtlrtllf lItruclurA 18 IhO I'IltlpOl'lfJ/blllty olllM!l bUlIlIIng eJealgntlr, Fot \Jllrteral gul~nee' gonflng IAbrlctUOn. Q\lallty cDrlII'OI, morer;t&. dellllflr'y. PI'9ClIOn, and" twlll;ln; QI:In$lJ11 QGT"" OUoIlIIy Standll'll Dag. I "!'IIel", S~nl"'k1n, and H.IIoS1 HD"Clllrtg Inltellll1lMlIt'Id Brll2"" l~eoollll"'lI!Iftfl.IJiM'l .vollll/),I!! from n:v.. DM lnnlfu,., 88a b'Onofrlo on.., "dillIOn, WI S371!1 Mlr M1Tek Industries. Inc. Ildeft nI. >98' nlo PLATES MII20 GR" 197/144 Weight: 1 OB Ib May 4.2004 Job . Truss I Tru", Typs I Q,y I Ply I CDm Fir. 'If, W.i.riJ<li.n/8662 BB62 _ .. J GE03 __' MO~_ :.~~_______.___ . I ' ndi ' ..___l<.~ptiDn.'1 . _._ ____ . Noble Ttu&& COlorado Inc., Sil!!dl!lll~, COIOl'adO 4.201 SR1 s OC'!: 17 2002 MiTck I ustriall, Inc. Man May 03 15:12:11 2004 P~Se i, R12083171 I I NOTES 1l Thls truCt: "'as boen deiigned far th, wln:ct lo~d. gM\Wa'ted by 100 mph winds at 25 ft above ground lowl. using 10.0 pat top chord dead IDad and 10.0 !:l$f bottom Chord deitd load. In the gable end rocf tonG on an occupancy category II, condition I enclosed building, with expoGuro C ASCE 7~98 per UBC971ANSI95 If Itnd vtt1;ical. or cantileve~ exist. they are O)q)Med to wind. If porches exist, they .are expol!u!!d to wind. The lumber DOL increase Is 1.33. and the plate griD inCf8aBit is 1.33 21 Trua. dssigned for wind toads in thQ plane of the truss ontv. For studs CX!::IOtied to wind (normal to the faeel, see Mrrelc "St:rndatd Gabha .nO Dotoll" 3) De.ign load ill balled on 30.0 t:'$f specified roof snow load. 4) Unbalanced llnow loa(l8 have been con,klered 10r this design. a) Overhang hs!! been destgn for 2.00 times liv& load'" dead lo~d. 61 All plste$ 3re 1.BJ<4 MII20 unless otherwise Ind~a~ed. 71 Gable studs 8paCild at '-4-0 <<le. 8) This truss has been de'illgfled fo( a 10,0 psf bottom chtlrd live loed nOI1C'onCUrl"9M with any other live loads per Table No. 16-B, UBC-g7, Q) Non St~nda"d Narirlg condition. Review requll"fl!d. 10J This truaa has be!!n de$lgoed with ANSlfT1I'l'.' 995 criteria. LOAD eASElS) Standatd ~ WARNTNG ~ "e,.if,> de.'lg" pm'amf!lf'TS turd ReAD NOTES ON THIS AND REVERSE SIDE SEFORE USE 'ElIIg1'l v.\\11d tOr use only WIth Mh'ek oarmecfal1l T/'lf!; ~,81 III batad ulll:Slrl; GMlllOl'll'lnt 10 bR Irnltallltd end 10000ed' I1Icl!1 '" only IIpnn l'armnelll't IIhown, IInd III far I1n 1r1d1v1dUal >mpDOIftt 11ll'tlpcln~f11ty of bUilding de:llQn&r~ not % AJI~~bmty at (fMlCln paraltlllte,. il.ml PfOpllf IncorporQlI'Ori at lib I11tmlHrrll only. Addllltrnlll tam nuy brae! to I$8lS1clgner. 1iI,,*c1nQ J;hOWtlI* for ..tarRI allppcIIl't of ImillYKlual ddltlonal pRrmantlnt braelrig 01":- 0\181'09 8tr~1u ln~lJ: stability dltlltlg I;!onttructlr:m II; the realtOnBlblltly 01 tile erector. 'glll'l;lng 'ebr1cltl~..., Quality Cloolrol.IItoI'8Qt1 (\811 ~ryll er:a;::ponlll~b~ny of me buIkIlng MljIllJ",r. For goM",,1 DUklR~ I 8te"" IpeMltMlall end HI6-81 H . .,., n, an ractnq, c:onllJlr GST.... Quality Stlnilhlrd, DSI. etlll ",.tltue&. II. g'On~ "-'--_ ....dtndl1nSw'n.,.lfltflMl WIld It'IIl:;l,", n*ilommenctellon avallll.ble 11'01\'1 Tru.. ......, eon, 183710 IIIr Milek Induslries, Inc.