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Home My WebLink About3290 Cody CourtG INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Insnections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath /Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical RoofTff-0 Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. 'For low voltage permits – Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 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: R0 Job Address: 73 ?-0Id Co d / G` Permit Number: ?, ) 7o 5- G ❑ No one available for inspection: Time 'i'� AM/PM Re -Inspection required: Yes (No) When corrections have been made, call for re -inspection at 303-234-5933 Date: °f lq -7—Inspector: T b DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 10 Job Address: 3 agQ Cod ✓ l' i Permit Number: d ?fj -114 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes Aloll When corrections have been made, ca for re -inspection at 303-234-5933 Date: Inspector: MT4 DO NOT REMOVE THIS NOTICE A City of Wheat Ridge Residential Roofing PERMIT - 201705204 PERMIT NO: 201705204 ISSUED: 08/02/2017 JOB ADDRESS: 3290 Cody CT EXPIRES: 08/02/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 28 sq. *** CONTACTS *** OWNER (303)944-1038 PETERS NEIL T SUB (303)237-2632 Ryan Scheeler 150237 AGR Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,196.00 FEES Total Valuation 0.00 Use Tax 151.12 PAN Permit Fee 172.60 ** TOTAL ** 323.72 f *** COMMENTS *** ** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. 6, ' 41 City of Wheat Ridge d„ r Residential Roofing PERMIT - 201705204 PERMIT NO: 201705204 ISSUED: 08/02/2017 JOB ADDRESS: 3290 Cody CT EXPIRES: 08/02/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 28 sq. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the pro erty and am authorized to obtain thispermit and perform the work described and approved in conjunction with this permit. I further aft t am a ally authorized to include all entities named within this document as parties to the work to be performed and that t er rmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of o NTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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, any violation of any provision of any applicable c any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz �Uo0S:aD From: no-reply@ci.wheatridge.co.us Sent: Tuesday, July 25, 2017 11:50 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 3290 Cody Ct IN— Neil Peters 303-944-1038 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Business AGR Inc Name Contractor's License 150237 Number (for the City of `— Wheat Ridge) Contractor Phone 4062605512 Number Contractor Email Address skylarmunzing@agr-mw.com Retype Contractor Email skylarmunzing@agr-mw.com Address DESCRIPTION OF WORK / Are you re -decking the No roof? Description of Roofing Asphalt Shingle Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 28 material selected above? / Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 28,V/ (pitched + flat) of all roofing material for this project 2 Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) Residential reroof per manu zbuu SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Skylar Munzing Email not displaying correctly? View it in your browser. 3 1300 Carr Street, Lakewood, Colorado 80213 (303) 237 - 2632 • www.agrroofingandeonstruction.com COLORADO SERVICE CONTRACT CustotnerName v�\ Pea tt's Phone.-Y)j-'�Ji"AA i Fax: Property Address: � �V CU'' - C� Mailing Address (if different): State: C,Q zip: Q CIU - E-mail Address: JOB NOTES INSURANCE INFORMATION Shingle ManuE �Q Style D K4\ Insurance Carrier: Phone No: Color Int. ❑ Tear off_ layers of ❑ asphalt ❑ wood shingle ❑ Decking is currently to code Claim No: Date of Loss (approx): ❑ Install felt (0 15# O 30#) ❑ Re -use edge material ❑ Install new pipe jacks INSTRUCTIONS / NOTES / UPGRADES ❑ Valley(s) (O Closed -cul ❑ Open, W -Valley Color_) ❑ Ridgc(s) to be color -coordinated ❑ Re -use vents�� ❑ Re -use existing (lashing ❑ Precut starter on eaves ❑ Install ice and water shield to code ❑ Cosmetic course over apron flashing \ ❑ Install 4 nails per shingle 02 year AGR Workmanship Warranty (see reverse side) ❑ Clean out gutters IN 00me t- IVA S� S�\i ktL ❑ Remove debris resulting from above work ❑ Magnetic sweep of driveway and yard EF� 4N% `, E\4 N SI` Cc+a5jc:��^.`��j GC- "I'hese Holes are for organizational and quality control purposes. ESTIMATED PRICE: $ E OLA (or RCV) AND DATE OF SERVICE This price is an estimate. The final price you owe is defined by the Replacement Cost Value (RCV) that is calculated by your insurance carrier, plus your deductible and any amounts specified in this contract. You will pay this amount in progress installments, which may not be known in advance. Contractor cannot waive your deductible! This date of service is an estimate. it may change based on the actions of your carrier, weather, or other factors. This is a contract between AGR Roofing and Construction, Inc. ("Contractor") and the Customer identified above and signing below ("you" or "Customer"). Customer wishes to engage Contractor as a general contractor to perform work on property owned by the Customer, or by a person that Customer represents, as Contractor recommends. Customer will pay Contractor for this work as calculated in this contract. Contractor agrees to communicate with Customer's carrier to determine the scope and price and then perform labor and furnish materials in accordance with the scope of work approved by the carrier" Customer authorizes Contractor to communicate with the carrier and irrevocably instructs the carrier to cooperate fully with Contractor on this claim. Contractor's obligation to perform labor and furnish materials is contingent upon the carrier approving the recommended services or materials and authorizing sufficient funds. If a deposit is paid, Contractor will hold it in trust until roofing materials have been delivered to the work site or a majority of the scope of roofing work on the property is done. Customer further has reviewed and agrees to be bound by the Terns and Conditions appearing on the second page or reverse side of this contract. Customer understands that this is a contract, not an stimate. Customer Signature Date Customer Signature Date Submitted By: U�, ?--\1\� 7j��/�7 Sales Representative JDate Approved ny: (Business Customers Only) Guaranteed By: Signature Date ACS, Inc. Date Print Name Title Proudly Insures! BY.- o Elec. D Plumb. ~ Mech. D Structural MOther o 1 st 0 2nd 0 3rd Job Address: ./4'('~ Jl W &.Ch/ (II' ;J. It: t?C-/If8 C;;,/fs rEf"T - PI< e>;2 1M / 4Ne)/. ~rI 1"9K P(A1K~ INif' - S'E/ff A-# -rol' P/.h""E IhVr TN A-r/hV.s: y///( ,J/;6?o fhb-of'd ,1h</ /~'/. A.4Eo -,/k"J.i( 0'" tb'~Iff.{' /&,x H,,-..;~tr7 , (A/II' ~i'"f .5/;",,/< ,,," ,c;,...Ai rOil -rD //V->vl.4 rF::. 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-inspection at 303-234-5933 Date: /0/;/,.0 7 Inspector: .z:::: c_ " DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 3;190 (1r~y c.J-.. /J./2I.r&:. ho/n ,'",S r , ,I {J )A;7.-. , prf"<,.<;.vre.. rIO z.j I.J~ fr., {X'i'~<;urt}L c....JIt5"71;> ~ vl:S1U7 sl-e...ck..J' _ ,\ C (t.\ . v ~I ( ntC I~ .l ~I ;'C), ....... ... \. / j' , ~ ,,'-\..,I ,V <P' I When corrections have been made, call for re-inspection at 303-234-5933. Date: .:r/s !O, f I ~ /58. , Inspector DO NOT REMOVE THIS NOTICE Dec. o Other Job Address: I ~~~ 1~;1 (!!) /VPI kkS 2,' .)Iv';/} ,,(hpa v 0'~C~~) S.#I'9c:L $ //IL<;7AL/.n') ~ .R~~c5'~~ ,-q-' AlP o./2l'r/dtt" .sJ7'RZ'- #0;7' k ,J~/..?? f1e~~ .$f ~ . . &~ O/e /./,-.::;:g rRL;d AIV tl~6 ~ .LX/.s>;?;..r ~. ~~;a~~/k /~~.AA1" ' oRe-inspection fee of $ must be paid prior to re-inspection. o Blocked Access o No one available for inspection: Time AM/PM Date(}ffl3 rtJ7 Inspector: DO NOT REMOVE THI City of Wheat Ridge Res. Add Structure PERMIT - 061138 PERMIT NO: JOB ADDRESS: DESCRIPTION: 061138 3290 CODY CT 456 sq. foot master bedroom ISSUED: EXPIRES: addition 11/24/2006 *** CONTACTS *** owner 303/944-1038 Neil Peters ** PARCEL INFO ZONE CODE: SUBDIVISION: ** R-2 UA USE: BLOCK/LOT#: UA 0/ Permit Fee 1?lan Review Fee Total Valuation Use Tax **TOTAL ** ESTIMATED FEES 731. 91 475.74 .00 751.03 1,958.68 PROJECT VALUATION: 41,724.00 ** FEE SUMMARY ** W9J~] Comments: MR: okay 11/22/06 R-2 CR: Okay with Permit Notes on Page Two Okay with notes on plans Subject to field inspection Electrical must meet 2002 NEC 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 (l.B.C) and all other applica e Whea~in~n~es, for work under this permit. Plans.subject to field inspection. date 1. This permit was issued in accord~nce with the provisions set forth in your application and is subject to the laws of the State of Colorado a~d 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 b~ilding 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 th~ 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 approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any vio n of t pro' of the building codes or any other ordinance, law, rule or regulation. All plan review is s to fi ~ signature of Chief date INSPECTION REQUEST LINE: (303)234-5933 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS PIeue Note: Owner I COIItIlCltilr 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 infonr..tion submitted within the plan set and any construction ::;,ors resulting from inaccurat'.: informa~io;1. BUILDING OFFICE: (303)235-2855 DAY FOR INSPECTION THE FOLLOWING BUSINESS l)acuments from the manufacturer shall be (o'1Site for final roof inspection which specify oofing materials have been installed to meet i 10 MPH three-second wind gust---IBC DAY. -'.~~ ~H[~r 1'/ ~ " - Q " ~ C'Ol..ORp.,\)O ()f.::}.iv .,xl::. 66- o.;ll-l?--,@ 'I Mc.It:.. Building Permit Number: Date: City of Wheat Ridge Community Development Department SINGLE AND TWO-FAMILY BUILDING PERMIT APPLICATION Property Owner: Property Address: Contractor License No.: Company: fJ <-i Ij'c!-<---' "12.-4\1 C..u1"1 c.r- Phone: "3.<j'-l'-l-id"i &':-I-,~.<, r(Zlc(V.L ell......"" """""'. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT J 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 under this permit. Plans subject to field inspection. (DWNER)(CONTRACTOR), SIGNED ~ \\;'c DATE I \.ll CL (OWNER)(CONTRACTOR):PRINTED DATE l5ut '"eoV"'"\. Use of Space (description): f"\h~ tcv Description of work: (:I"{,,, h", ",-. \..-(S"\P Sq. Ft. added '" ZONING COMMENTS: /"\, J J Approval: . V -J ZOning:~) r ~ BUILDING COMMENTS: - J. _ ",/ J1ok~ Approval: t:'lJl- BUILDING DEPARTMENT USE ONLY PUBLIC WORKS COMMENTS: Approval: C"IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Stories: Residential Units: Roof: Electrical License No: Company: Plumbing License No: Company: Expiration Date: Approval: Expiration Date: Approval: J"C 3 S Phone: :5 G l.-fA, t...... Buildinq Dept. Valuation Figure: $ Valuel$ .-, , ~ Permit Fee::!> Plan Review Fee:$ Use Tax:$ Total:$ SIC: Sq.Ft.: Mechanical License No: Company: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws 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 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 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 tor, 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 Officiai 6118102rh 2x_rafters spaced_" O.C. or Manufactured Trusses spacedl:f" O. (example: 2 x 12 Rafters Spaced24" D.C.) 7/11, O,-tl (example: 1/2" exterior plywood) ~. Minimum lx_ridge board fv1<)'r (example: 1 x 12) Note: For roofs with slopos between 12 2:12-4:12, follow msnufacture~s I _ instructions for low slope epplication of pitch I J.!L. roofing material. ~ TA-B (example: Class A 3 tab shingles) Underlayment Wall Insulation fla (example: R-19 Fiberglass Batts) Double 2x~top plate (example: 2 x 6) LCL f,.~s ~"''''''j 2x_ceilingjoists@J:!:LO,C. (example: 2 x 8 0 24" D.c.) . " Span /x C; (example: 23' 5") Ceiling height ID I (example:') Siding ~~ (example: lap orT-111) Wall sheathing 111~~ (exemp1e:%' "'_pl}'>lOOd) studs @k O.c. (example: 2 x 6 0 24" D.C.) . . . . ". . . .... ... ....... o Foundation: Engineered liiFoundation: Detail A (see page 3) Property Address: we. c,o This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. "..d~..,",-",,~,' ..' --'Jll~ ,..1."'--"'. _:~ H.ci.ut Mii' MiTek" PDWER TO peRFORM.... Re: D6-D417 MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by A-l Truss Systems, Inc.. Pages or sheets covered by this seal: R2314588] thru R23145899 . My license renewal date for the state of Co lara do is June 30, 2008. October 18,2006 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSIITPI-2002 Chapter 2. a_..... _",_,,:,,~,,,,,,,,,,,~,:~',,,,~':~,:,-,_"~'''''''''''' ..l."~~}\~~ IJob- lTriJss !06-0417 jM A-1 Truss SyS'iems. IIlC::-Fredeni~:Cb 60530. EifijPersoo iT,"" r,p.-- -- ROOFTR~ o~ Ply 2 [b R,',,,o~ (opb'",U_ ___ 6.200sJUI132005MiTeklndustries,lnc -. .. -~~~'J rue Od 1707:44:J22066Pager - f:.1+O.1 1-6-0 _4-=-1):'L_ __I __ 9-7:l! 4-11-4 4-8.7 14-,!:-l.._ ------I 4-8-7 _1~1}_ 4-8-7 23.8-15_ 4-8.7 2~:~_-+- 4-8-7 ~1-1-12 4-8-7 _~-1.:9 ---f~~r:Ql 4-11-4 1-6-0 Scale" 1:68.8 6x12"-- 6.0011;t 6x12----=- 4 3x411 4,8 Bxl0 6x12::c- 6x12 ~ ~ ~,<2~c2~~ lr-.~ -I :-~~~]L I.' 4x12= 1819 20 17 3x411 2f '.2 6x12 = 23 24 , 8 9 '~a===~-- .- -. =.~- '.-1 I /';:; ~.,- --":""-" on /~;:-- ---...~~ --"'<'- 10 ~ :t:k--=::_- --=-~y--__~fO f1[~ ~ -~="i 14 27 6x12 = 2813 29 3x411 JO f2 5x6= 1525 26 5x6= 8x10= f-..~~.+----.!!:~+-_t4-4-1 -11-4 4--8-7 4--8-7 1_19-{}.-8 __~ __23:{l_~1!? "!--6-7 HI-? ---+--~+-- 33-1-o-----N-~.::!~-~8-1--O-__----r 4-8-7 4-7-11 0-0-12 4-11-4 ft, ~~]]1:i;rg~~]~r~~~ f::~o~~: . _ BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or s..-1O-1 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Rowatmidpt 8-12 L TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud 'Except. 4-162 X 4 SPF 1650F 1.5E, 6-16 2 X 4 SPF 1650F 1.5E 6-142 X 4 SPF 1650F 1.5E, 8-14 2 X 4 SPF 1650F 1.5E REACTIONS (Iblsize) 2=3053/0-3-8, 12=440210-3-8 Max Horz2=-106(foad case 6) Max Uplifl2""-1206(load case 4), 12=-1764(load case 4) Max Grav2=3093(load case 7), 12=4402(load case 1) FORCES (Ib). Maximum Compression/Maximum Tension TOP CHORD 1-2""0/52,2-3=-6105/2551,3-4""_5502/2363, 4-5=-10254/4357, 5-6=-10254/4357, 6-7=-798213434, 7-8=-798213434, 8-9=-805/1535,9-10""-947/1714,10_11=_561205 BOT CHORD 2-18=-2232/5360,18-19=_3645/8687. 19-20=.364518687, 17-20=-364518687, 17-21=-364518687.21-22=-364518687, 16-22=-364518687, 16-23=-4162/9984, 23-24=-4162/9984. 15-24=-416219964, 15-25=-4162/9984, 25-26=-4162/9964, 14-26=-4162/9984, 14-27=-170514090, 27-28=-1705/4090, 13-28=-170514090, 13-29=-1705/4090, 29-30=-170514090. 12-30=-170514090,10-12"'-1461/975 WEBS 3-18=-100812369,4-18=-360211593, 4-17=-1621508, 4-16=-758/1760, s..-16=-392/232, 6-16=-200/390, 6-15=-158/518, 6-14=-2332/977, 7-14=-391/231,8-14=-1868/4467, 8-13=-131/414, 8-12=-5825/2475. 9-12=-1192/623 NOTES 1) 2-ply truss to be connected together with 10d Common(.148"x3K) Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 ce. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied 10 all plies. except if noted as front (F) or back (B) face in the lOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-98; 110mph; h=22ft; TCDl=6.0psf; BCDl=6.0psf; Category ll; Exp C; enclosed: MWFRS gable end zone; cantilever left and right exposed; end vertical feft and righl exposed; lumber DOl=1.33 plate grip DOL=1.33. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPf 1. Continued on page 2 O<fllD1ll9JDEWlll?l'llRJ6 J... WARJIIlNG. V..rtfYd..dgnpa..........t4!r... and RUn NOTES ONTIUSANDINCLUl)EDMlT/tK REFERENCE PAGE JflI.7473 BEFORE USE.. Design vorocl for use only "";in Mlek connectors. This design is based only upon porometen shown, and is lor. on individual building c~nent. Appkobiity of design paramenlers and proper incorporalion of componenl is responsibifity of building deSIgner _ not. INl' deSlgf'lE!r. BracIng sho>M\ is for Iclerof supporl of individual web members only. Addi!ional temporary brodng 10 insure slobMty.dUllrlg conslruchon i.slne responsib!llity of the erector. Addlfionol permanent brocing of lhe overo" s!rudure is Ihe respomibjfity of the builcrlr'lg desIgner. for generof gudonce regordlng fobricotkln. quofify control. s!oroge, defivery. erectk>n ond bracing. consufl ANSl/TI'll Quality Crtterlo. On.89 and BCSlI Building Component Solety InlonnQ\lon available from Truss Plot.. Institute. 583 D'Onofrio Drive. Wcdi'lOn. Wf 53719. 1MB . MiTek I _...__.~..- J 1 7777G..''''''''..ckLane.suila109 .. __~ltruS_~hts:..CA~~~_ ___ ~ . ~., ,~".".. "'._u.:..".....;....w.~ oL'.. _~..:.-._.......h\l.. .IL}J, .. ........."'~.iZ,:.:(I,))..._J ~:,,~. .- A-l Truss Syslems. lnc -- -]:USSTYPe ROOf' TRUSS , -- . Frederick. CO B0530. Bill Person --- I Truss IAA = ]o-~T' I I ~ JdQo Re~!:.e.~j9P~~ 6.200sJUI132005MiTeklndUSlrieS,lnc. -~~;.-"'~ TueOct1707:44:322006 Page 2 - NOTES 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 362lb down and 1321b up at 39-7-0 on top chOfd, and 3231b down and 209 fb up at 4-11-4. 18910 down and 92 ib up at 5-10-12, 1891b down and 92 Ib up at 7-10-12, 189 Ib down and 92 ib up at 9-10-12, 189 Ib down and 921b up at 11-10-12, 189 Ib down and 92 ib up at 13-10-12, 189 Ib down and 92 Ib up at 15-10-12, 189 Ib down and 92 Ib up at 17-10-12, 189 ib down and 92 Ib up at 19-10-12, 1891b down and 92 Ib up at 21-10-12, 189 Ib down and 92 Ib up at 23-10-12, 189 Ib down and 92 ib up at 25-10-12, 189 Ib down and 92 Ib up at 27-10-12, 189 Ib down and 92 Ib up at 29-10-12, and 72 Ib down and 58 Ib up at 31-10-12, and 196 ib down and 107 Ib up at 33-1-12 on bollom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Regular: lumber Increase==1.15, Plate Increase=1.15 Uniform loads (pit) Vert: 1-3==-80, 3-9==-80, 9-11=-80, 2-10=-20 Concentrated loads (Ib) Vert: 11=-362(F) 18=-323{B) 17=-189(8) 14=-189(B} 12=-196(8) 19=-189{B) 20=-189(8) 21=-189(B} 22=-189(B) 23=-189(8) 24=-189(8) 25=-189(8) 26=-189(8) 27=-189(B) 28=-189(8) 29=-189(B) 30=-72(B} .... W.tR.NI'.NG. Verl.fy ""rign pa....m<rle,." <lit" RItAD NOTES ON THIS AND INCLUDED M1TI!.K RETERENClt PAGI: 1nI-7Jf.73 &JI'ORJ: UU. Design vokl for me only wth MlTek connectors. Thi$ design is bClsed only upon porame!ers mown, and is for on individual build!ng c~nent. Appicabiify of design pmomenlen ond proper inco<porotion of component i:I responsibility of building designer. not fJuss designer. 8rocing 1hown i:I for laterg! $upporl of indIvidual web members only. Additioool temporary bracing to irnure stability during construefion G lheresponsbilily of the erector. Addifionol permanent brocing of the overall ~lfuclvre is fhe respon$ibiity of the building designer. For generol guidance regorcling fobric-a/ion, qualify control. storage, delivery. erection and bracing. conlulI ANSI/TPI1 Qu~ CIfI.rta. OSIl-89 and IlCSllllulldng Compo...m Saffiy Inlormallon ovailoble from Truss Plote In$fiIute. 583 D'Onofrio Drive. Madison. WI 53719. I J .. MiTek. ---.........-.. 7777Greenback~,Sulllll09 Cilru$ Heigtlts,CA, 95610 ~"_"'~'~~.~\o.-'~__....:....~----...1 '.....;,..:.....~l I-J6b-- . _O~~Od' 7._____ ___ A-1 TrvssSystems, Inc 1TiUss ---- 'AC _,.._J_. _______ _ __ Frederick, CO 60S30. Bi#Pen;on jTrussType I ROOF TRUSS -- --I~~ Ply I - , I Job R~terence {optl~l} __ ___m 6_200sJul 132005 MiTek Induslries, Inc R2314588~-1 '" Od H "",,-,,,,,,,.,.-,- . I I:!.~-~ 1-6-0 5::_1.:!.2__ ----I -----*:.11-4___ I 5-1-12 3-9--8 :lS-8-l 6-8-13 _1____.?2-4-1,~_ 6-8-13 ,29-!:~2: ..." 1~-11~ 1---- ___~:.1~ 3-9-8 5-1.12 __~9-1::O1 '-6-0 Scale"'1:68,8 6xlO 4x4 = ,,' , -g; 1ctJ - 11"'. ,5", I II ,~', I~ -= == --=-_ "'~_ --=1-=- -';:;-.,,9, ,,[~I 4>;12 = I 8x10 =- 600112 lJ 3:' 111 ~ - "fr.... II 1 ~c ;~~-=--JJ--=-jL 4x12-,. <7 - " - ___ rt1 H " " 5x12MT20H::;: " 5x10= 13 1211 4" 4>;611 $>;10 = 1- _~J.:l?__---j____ 8-11-4--+_ ____---.!~8_ 5-1-12 3-9-8 10-1-4 _~!:lL 10-1-4 __-+--;32-11:!"_~:Q_ 38+,L------j 3-9--8 0-1-12 5--O--<J --.Elate Off~e~_I&)'):J?":'1:O:Q,.9~Q:2j~L4:0-6--10E.d:9~1, rLQ:::6-1_0--,~~geT.I%-t:-0-QcifQ=2j,_115:0:-6-Q,9:.3_-4J ~-=_~-_----- -.---- ------ --. --- 1-- -- ---- - - lOADING (psf) SPACING 2-0-0 CSI DEFl in (Ioc) TCll 30.0 Plates Increase 1.15 I TC 0.51 Vert(ll) -0.2115-16 TCDl 10_0 Lumber Increase 1.15 BC 0.79 Vert(Tl) -0_6215-16 BCll 0.0 Rep Stress Incr YES WB 0.67 Horz(Tl) 0.14 12 !.:.?~~O_O Code IRC2003fTPl2002 (Matrix) _J___. _"__'_~_ -] --- - -.-------------------------- ------------ ---- ---- I/defl >999 >637 nfa Lid 240 180 nfa PLATES MT20 MT20H GRIP 169/123 127/93 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E "Except" 4-62 X 4 SPF 1650F 1.5E, 6-7 2 X 4 SPF 1650F 1_5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud "Except~ 3-162 X 4 SPF 1650F 1.5E. 5-16 2 X 4 SPF 1650F 1.5E 6-142 X 4 SPF 1650F 1.5E, 8.14 2 X 4 SPF 1650F 1.5E , Weight: 161 Ib --1__--___--- _ BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 3-10-11 oc purlins. Rigid ceiling directly applied or 6-0.0 oc bracing 1 Rowatmidpt 5-16,6-14 REACTIONS (Ib/slze) 2=1713/0-3-8.12=2333/0-3-11 (0-3-8 + bearing block) Max Horz2=.1 57(load case 6) Max Uplifl2=-477(load case 5), 12=-770(load case 6) Max Grav2=1740(load case 7), 12=2333(load case 1) FORCES (Ib) - Maximum CompressionIMaximum Tension TOP CHORD 1.2=0/46,2-3=-2910/749,3-4=_2604/766. 4.5=-2293/726, 5-6=-2726/858, 6-7=.10301390, 7-8=.11401392, 8-9=-590/854, 9-10=0/46 BOT CHORD 2-17=.s55/2470, 16.17=-65512470, 15-16=-87012852, 14.15=-72712439, 13-14=.s631637, 12.13=.s63/637, 11.12=.s63J637, 9.11=.663/637 WEBS 3-17=0/87,3.16=.199/220,4-16=-95/661, 5-16=.749/392, 5.15=-2471202, 6.15=-40/518, 6-14=.1741/658, 7-14=-401190, 8-14=-545/1889,8-12=-2253/692 NOTES 1) 2 X 4 SPF 1650F 1.5E bearing block 12-long at jt. 12 attached to front face with 2 rows of 10d Common{.14S"x3") Nails spaced 3- o.C. S Total fasteners, Bearing is assumed to be SPF. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98; 110mph; h=22ft; TCDl=6.0psf; BCDl=6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; lumber DOl=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) AI! plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2. 8) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walts due to uplift atjt(s) 12. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and RSOZ.1 0.2 and reference standard ANSlfTPI 1. O<fllmll!liott81:a;mD6 LOAD eASElS) Standard A. WARNlMJ. Venffy desig" pa.....mctofr. .."d RUD NOTr;s ON TlUS AND INCWDED MITEK REFEREM:::l: PAGI: 1III.7~73 BETORE USB. Design yard lor use anly wilh MTek conneclor}. This de~gn ,is bmed anly upon parameters shawn. and is for an individual building component. Applicabilily al design poramente.. and popel' incorporohofl 01 component r.; responsibil;ty of building designer _ nollru... designer. Bracing shown is for Iclerclsupport al individual web memberl onfy. Additionollempcrcry bracing ta ins....e dability during conslrvclicn is therespoo5ibillity al the ereclor. Addilionol permonenl bracing of the averon slrUc!lKe is the respansibi~ty althe building designer. For general guidance regarding fabrication. quality control. storoge, delivery. erection and bracing. consult ANSI/TPll QuallfyCrllella. OS8-89 and SCSll 8u11dng Component Safety Jnlormallol'l oyailable from Tru... Plate InsfiluJe. 5830'Ooofrio Drive. Madison. WI 53719. I .__J rd. Mirek ...,..,,-""........_...- n77Green!)acklane,Suile109 __CWus H~~ts. CA. 95610 -.~,-.~~._ ~_'.~,....,.'''''':'.............d~ , -~ ~ '~,,( -~ >i':. J ::_~~~------- ---- I - --11r0s5 [Truss Type- ! ROOF TRUSS --IOty I, I _ [' __ Ib R'f""'~(OPt~""J __._ 6.200 sJul 132005 MiTeklndustries. Inc n - -_ --~'~'~J TueOct 170744,342006 Pagel- lAD -A~-i'Truss-SyslemS-;Ir1c::-Frede-rick~b80S30, BiifPerson f~l-.6::l4-_n_ 5--6:.1:L_ ___ f--- 1-6-0 5--8-14 10-1..!-4 5--2-6 _19:0:!l 8-1-4 27:!::12__ 8-1-4 - -t ;32-1:..Z 5--2-6 3~:l--g_ 5-8-14 -j~_H:91 1-6-0 Scale:: 1:68.8 6.8 II 60011, 4., n Ii- - --- =-~ J~ 'n II ~i ~- ~:. il I 11 ------ II" ~1~. n =u-===--== .JL-_=_-=-=- u_ 0...:., .n r~4X12= 3X411 , 6x8-= 6 //~ / 6x12 7 // ~ ~ 16 1.5x41J 15 14 13 4x8::: 12 1110 4x6\\ 4x5::: I~ 4x4::: 6x8::: 5-+12 --!_.----.N:11-4__ -+-----t9-{l-8-~__+-----_-:u:.F!l_____+_-----23::1:L--+_ _~1~_-j 5-1-12 5-9:8 8-1-4 8-1-4 5-11-4 5--0..0 :.!'~,:t.!c. OffS~~H~'!'L12~-_9~~_::P=ill13:_0-;3-8_~~,~9J~)~8-4::.?~:=-~1= - --=--='---_---'=-_~--- ----~.__ ._.un__ LOADING (psf) -/ SPACING 2.0-0 I CSI j TeLL 30.0 Plates Increase 1.15 TC 0.73 TCDL 10.0 Lumber Increase 1.15 BC 0_53 BCLL 0.0 Rep Stress rncr YES I we 0.96 SCDL 10.0 Code lRC2003rrPI2002 (Matrix) ---._- --- ------ --- --- --- LUMBER TOP CHORD ------~------- DEFL Vert(Ll} Vert(Tl} Horz(TL) ~~";,~~J- ~~~ ~~- -1-- --~~~ -0361415 >999 180 010 11 n/a n/a ______---.L __~ergh:_~_~ GRIP 169/123 BOT CHORD WEBS 2 X 6 SPF 1650F 1.5E .Except* 4-6 2 X 4 SPF 1650F 1.5E 2 X 4 SPF 1650F 1.5E 2 X 4 SPF-S Stud "Except* 4-142 X 4 SPF 1650F 1.5E, 6-14 2 X 4 SPF 1650F 1.5E BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Iblsize) 2=1715/0-3-8,11=2330/0-3_10 (0-3-8 + bearing block) Max HOfZ2=-183(load case 6) Max Uprift2=-510(load case 5), 11=-80g(load case 6) Max Grav2=1724(load case 7), 11=2330(load case 1) FORCES (Ib). MaJcimum ComPfessionlMaximum Tension TOP CHORD 1-2=0/46,2-3=-29021648,3-4=_2430/667, 4-5=-2279/727, 5-6=-2279f727, 6.7=-1394/447, 7-8=-6071863, 8-9=0/46 BOT CHORD 2-16=-588/2465, 15-16=-593/2459, 14-15=-52512102,13-14=-235/1231,12_13=_386/550, 11-12=-386/550, 10-11=-664/652, 8-10=-664/652 WEBS 3-16=Of193, 3-15=-3921295. 4-15=.50f400, 4-14=-220f389, 5-14=-674f409, 6-14=444f1284, 6-13=-7031333, 7-13=-496/1756 ,7-11=-2224f780 NOTES 1) 2 X 4 SPF 1650F 1.5E bearing block 12~ long at jt. 11 attached to front face with 2 rows of 10d Common(.148"x3") Nails spaced 3" o_c_ 8 Tolal fasteners. Bearing is assumed to be SPF. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98; 110mph; h=22ft; TCOl=6.0psf; BCDL=6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip OOL=1.33_ 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live loads. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 2. 7) Two H2_5A Simpson Strong-Tie connectors recommended to connect truss to bearing waUs due to uplift atjt(s) 11. 8) This truss is deSigned in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSrrrPI 1. OcfbtDbaioflt81lJ;Jl!l1llJ6 LOAD CASE(S) Standard A WARMM:) - V"rilY d"stg.. pGrQ:m<K..... ..nd Rl!:AD NOTES ON THIS AND INCLUDED 1lUTE.K IU!-FlJRLNCE PAGE /IIUI-7of73 BEFORE USE. De,ign varKl for use_ only with M1ek connec1Of$. Thi. design i, bosed only upon paromelen .hown. and;' for. an individual build!ng component. ApplicabiUy of de..gn paramenters and proper incorporal~ of component is resporuibiity of building des.ogrler _ noltruss dlMlg'lef. Brocing ,hown is for lateral support of indMduol web me~ only. ^ddi~ona( temporary brodng 10 insure sfabiity dunng construction i. the re-spomibillily of the ereclcr. Additional permanent brocing of the overall $!rvclure is the re,ponsibifity of fhe building de,;gllef_ For general guidoncefegording fabrication. quafily conlfol storage. de'very. erection and brac~. consuJr ANSl/fP1l QualHy CrlIerl... OS8.8' and acSlllulkflng CompOllfll! $at.ty InlormaHon ovailable"om Truss Plole InsfihJte. S63 D'Onofrio Drive. Modi,on. Wl53719. __"..,..u.......... ------,,---- --- ---- - -- --------- ------------- -- J MIl. MiTek 7777 Greenback Lane SulIel09 ~ilru~~~ts. <!,.~fO -~,'...--........"".- IJob 106-<l4H --- A:i-TrussS~lems, Inc, I:;"" ----f=;:s Friider;Ck.C080530,aitlP"",on-- -----!()ty-----jPfy- J'_I_ 1 R2~4588~-1 'jJObBere""'''''-lOPI~____._ .J 6.200sJuI132005MiTeklnduslries,tnc. TueOct1707:44:352000Page-f- ':):@-:Oi 1-6-0 ~6-11 6-6-11 ___t__.---.R11~_ 6+9 ~ - ~~~ 6-1-4 --~ ?5-1-1~__ ___-j__ H4 _~~5_-f___ 64.9 .~8-1-O____"';!!:l.-O1 ~11 1--6-0 Scale'" 1:68.8 6x8=-- 1.5x411 6x8= I J~ ~l ;;: i ; /' I ~l/;'ff/ C/ 4x12== 6_ool{2 / ~ 4x4/ /;;:>-/ // 3 // ./~ _/<-/~ ':>~~ /i ~~_~. ,-' ......... 1/ ~. &1 =]=c~_ '1 16 1.5x4/1 1S 4x4= 14 6x8= /, ~~>~~. ...., ........ ....~--....-........~_-.... 6x8 -"'::- /:~~ /---;:/ \\ ............ /;/. \. ~-~ 9,' =+ ~I~~ 4x5= 1 ~ o ~ 13 3x8= 1211 10 4x6\\ f--.-----.?..:1..:!L-_1.__~__.+--..._ _...l~_ --+-.__25-1-12_t---_. 33-1-0 5-1-12 7-9-6 6-1--4 6-1--4 7-11--4 j>J..a.te Off-=ei~_(Sp.:J24~O:~0-0,-~J~i9-3-8 9~==-__-----==-_'- . _ '- ~ ---=--- ---=~:--~~=- _~- -'::C--~=- _ lOADING (psf) 1 SPACING 2-0-0 reSI OEFl in (Ioc) IIdefl lnd TelL 30.0 Plates Increase 1.15 TC 0.43 Vert(ll) .0.11 15 >999 240 TCOL 10.0 lumber Increase 1.15 BC 0.50 Vert{TL) -0.31 15-16 >999 180 BClL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.09 11 nla nla .~CDl _.._~_._____~0~~C20?3ITPI2_002. ..(Matrixl_.____ _______ ____ ~eight:175Ib lUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E *Except* TOP CHORD 4-62X4SPF 1650F 1.SE BOT CHORD BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS WEBS 2 X 4 SPF-S Stud *Except* 4-142 X 4 SPF 1650F 1.5E, 6-14 2 X 4 SPF 1650F 1.5E 38-~ ...." ~---- ~--_.- --- -~'.- ------ PLATES MT20 GRIP 169/123 Structural wood sheathing directly applied or 4-10-14 oc purfins. Rigid ceiling directly applied or 6-Q..-0 oc bracing. 1 Rowatmidpt 4-14 REACTIONS (Ib/size) 2=1718/0-3_8, 11 =2328/0_3_10 (0-3-8 + bearing block) Max Horz2=209(load case 5) Max Uplift2=-539(load case 5), 11 =-843(load case 6) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD 1-2=0/46,2-3=-29081657,3-4=_2216/540, 4-5=-1871/544, 5-6=-18711544, 6.7=-15751411, 7-8=-6471903, 8-9=0/46 BOT CHORD 2-16=-623/2467, 15-16=-657/2406, 14-15=-38511875, 13-14=-191/1308, 12-13=01384. 11-12=01384, 10-11=-682/695, 8-10=-682/695 WEBS 3-16=0/299,3-15=-5981396,4-15=_1021447, 4-14=.161/207, 5-14=.5011307, 6-14=-3071862, 6-13=-453/249, 7-13=.34011314 ,7-11=-2309/890 NOTES 1) 2 X 4 SPF 1650F 1.5E bearing block 12* long atjl. 11 attached to front face with 2 rows of lOd Common(.148*x3*) Nails spaced 3" O.c. 8 Total fasteners. Bearing is assumed to be SPF. 2) Unbalanced roof live loads have been considered fOlthis design. 3) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.0psf; BCDL=6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; lumber DOl=1.33 plate grip DOl=1.33. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due 10 uplift at1t(s) 2 and 11. 7) This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPll. O_Elr8"):8',lI!lIIlJ6 LOAD CASE(S) Standard A WARNING - v..rl.f!/ d..~lg..~. and lUtAD NOns ON 1'HlS AND INCLUDED /IIIlTEK REFERENCl!: PAGE MJI.7473 BEFORE USE. De5ign val,id fo< vse only ""If> MTek connec!cn. Thi. design is based only upon poramelers shown. and is fo< On individual building component. Applicability of design poroment= ond proper incorporotion of component is responsibifty of building desiBner _ nol /n.Iss d~ner. &rgc;ing shown is for Iaterat support of individual web members only. Additional temporary broclnliil 10 inS\Ke .101Jj~ty during construction is the responsibillity of the erector. Addifionol permanent bracing of the overoR struct\Ke is the responsibiity of the building designer. fo< generol guidance regorcting fobricalion. quoily control. slo<oge. delivery. erection and brac~. consuft ANSI/TI'II Quollty Clftaila. 0$1-89 and ICSll aundlng Compon...' Safety Intormatlon ovoiloble from Truss Plate ImfiMe. 583 D'Onofrio Drive. Mod"rson. Wf 53719. Id. Mirek- ) _..o:.....~"..-.... . 1 7777Grae1lbackLane.Su.e109 alru!~e1ghts.CA.956~___ I I i 1___ !:::,,,----=J;""___ _J:::::,_____ A.j Truss Syslems, lnc., Frederick, CO 80530, Bill p",,"on I~~ jPIY l"bR"'''OOOIOPhO",IL_ ____. --- --;;';:';-,,1 6,200sJ",1 132005 MiTek Industries, lnc, TUeOcl1707:44:352006 PageT- f:J:~l!t---- '-6-<) ?ii:..!.L 7-6--11 ---+- 14.11-4 7-4-9 ----j- j?3-1:!1__ 8.2-8 -3Q--~~ 7-4-9 ____----.I8-1-O 7+11 __ 139-7-01 '-6-<) Scale = 1:69.1 axl0 :::: 6x12 4 I J J Ii I' / / I 2 /..// I~'/;~ V .lC12~ 6.00112- / /. ~/ /~ /// // '1( I. li[ /<C .../'/ /..../ Jh::;::;/-/ .'>-----, -, ", 5)(6< ',-~'-. 6 '>k/ / ;./c\/ ---. ;/- \~,_--..._, >~ '. \ ~ . ~ " 'b4< //' 3 -;;P.:::::. // -:~~/ /? '/ /, ~",--- <:'. --"'-.:::::::~~ ''--" ~:----'7 ''-(-............' Ii 4x5< "I 14 1.5x4// " 5x10 ::::0 12 6)(8= 11109 4x6<' 5-1-12 5-1-12 14-11-4 ~9-ll ----------1 23-'-12 8-2.. 33-f.O 9-11-4 38-1-0 ----f 5-{).() ~:~TOi~i:~~r1~~~"'U'""&~"~H:l~~1~;;r--~';'-:i:~~ . BeLL 0.0 RepStress Incr YES we 0.70 Horz(TL) 0.10 10 nfa n/a BCDL 10.0 Code IRC2003/TP!2002 (Matrix) Weight: 1761b ----...-_.. ..._._ --_--.__0._._._...-- ________ _____ LUMBER TOP CHORD 2 X 6 SPF 1650F 1.SE *Except" 4-5 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF 1650F 1.5E "Except" 3.142 X 4 SPF-S Stud, 6-10 2 X4 SPF-S Stud BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 4-7.1 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 3-13,6-10 REACTIONS (Iblsize) 2=172010--3-8,10=2325/0-3-10 (0-3-8 + bearing block) Max Horz2=-235(load case 6) Max Uplift2=-564(road case 5), 10=-874(load case 6) FORCES (Ib). Maximum Compression/Maximum Tension TOP CHORD 1-2=0/46,2-3=-2916/677,3-4=.2056/539, 4-5=-1723/567, 5-6=-1680/402, 6-7=.703/974, 7-8=0/46 BOT CHORD 2-14=-655/2465,13-14=.714/2349, 12-13=.14311387, 11-12=-69/535, 10-11=-69/535, 9.10=-7331756, 7-9=.7331756 WEBS 3-14=0/404,3-13=-705/483,4-13=0/365, 5-13=.217/541, 5-12=-2501227, 6-12=-2451950, 6-10=.2470/1026 NOTES 1) 2 X 4 SPF 1650F 1.SE bearing block 12ft long atjt. 10 attached to front face with 2 rows of lOd Common(.148ftx3") Nails spaced 3- o.C. 8 Total fasteners. Bearing is assumed to be SPF. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7.98; 110mph; h=22ft; TCDL=6.0psf; BCDL=6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 prate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 2 and 10 7) This truss is designed in accordance with the 2003 IntemalionalResidential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlrrPll. O_a81:!l)1!l11lJ6 LOAD CASE(S) Standard I i I A WARNlNG. v..riflI desfgn pa.........-t.-..-.. crnd Rl:AD NOTES ON THIS AND INCWDED JflT.l!;I[ ~ PAGE 1HJ.7473 BEFOM US&. JjMII. Design vorlCl fOt use only wIll Mlek connectors. ThTs design j. bosed only u!X>n porometef! shown, ond is lOt on individuol building cOlTl'><>nent Appkobi6ty of des;gn paromente<s ond proper incorporotion of component is respon$ibolly of building designer - not truss designer. Bracing shown MITe k is 101" lateral suppa! 01 individual web members only. Addilionallemporory brac:ing 10 insure dobility during c:onstruc:tion Is the r~ponsibillily of the 11 erectOt. Additionol permonent bracTng of the overoll s1ruc:ture is the responsibi6lyof the building designer. For generol guklonce regarding '00000100. q~" o~'ol. ,'aoge. d"."'Y. ~=.~o 000 "'=1"". 0="' ANSI/TPf' ""oily C""o. ""-Of ood acSII '""'"' C"",,~."' ;-';~:'d< ~"'. "'.. '" Salefylnlomlatlon avaTloble from Tlvss Pk>le Imfitute, 583 O'Onolrio Drive. I'kIdison. WI 53719. ___ __ C/tnJs~~!S,~9561Q._______ _. ,,'_.........:..:,;4.~,~.....I.___t.l...t.O,M'...~ ", . ""-.",,\:..ll Job A-l TrussSy;lems,lnc.. __J:""___ Ffederic~,C080530,Bi!IPerson I Truss Type j ROOF TRUSS :Qty 1 I' )Ply 1- 1.1 JobB.~r.~nCf:!JQP.tional)____ 6200sJullJ2005MITe~lndlJStries,lnc i R2314S66S1 06-0417 Tueoci170i445s2006-Pagei" i ~ 1.6-0 I _ 1-6-0 ~~1L_____-t 6-6-11 1_2~11~ 6-H 19::0:6_ ~'4 2~.1-12 6-1.4 ~!.-~~-- 6+9 ~ 38:1:0 6-6-11 139-7:01 '.&<J Scale=l:68.B 6" 1.5x4 6x8_ ,,' 5 ~h -,\ If I ~~.]'J~~ 11 [I III ///~- II // ~ ;:/ ----=----~ 6" 7 .>:5;<" /\-v 1 I~ , I \\ ,---==",,' 9 I~ 4xS= 1 I. , I I, d 1 ~ 6 ,- ~ 6.00:'12 3 /-</-' -'f . ., . 0(. / ../;> , :fi~-L- 4x12== 16 " 4X4= " 6x8= " 3x8 = 1211 10 1.Sx4// 4x6\\ f--- 5-1-12 5-1-12 -t_.._~1_1~_ ___.~_ 7-9-8 19--{}.-8 _._----+-._ -----.l.5-1-1L 6-1--4 6-1--4 -1___.. 33-1-0_____._._1__ _~1-O 7.11-4 5-0-0 ----I rglrl'Mg~;i BCDL 100_J __';Od' IRC2003fTPI2002 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E .Except. 4-62 X 4 SPF 16S0F 1.SE BOT CHORD 2 X4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud "'Except. 4-142 X 4 SPF 1650F 1.5E, 6-14 2 X 4 SPF 1650F 1.5E ---l" CSI TC 0.43 BC 0.50 WB 0.86 (,Matrix) ----..... -- OEFL Vert(LL) Vert(TL) Horz(TL) in (Ioc) .0.11 15 -0.3115-16 0.09 11 I/defl >999 >999 018 --u-.;- I ;L';"~S- 240 MT20 180 ola Weight 1751b - --- GRIP 169/123 BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 4-10-14 oc purfins. Rigid ceiling directly applied Of 6-0-0 oc bracing. 1 Row at midpt 4-14 REACTIONS (Iblsize) 2=171810-3-8,11=2328/0-3_10 (0-3-8 + bearing block) Max Horz2=209(load case 5) Max Uplift2=-539(load case 5), 11 =-843{load case 6) FORCES (Ib) - Maximum CompresSionlMaximum Tension TOP CHORD 1-2=0/46,2-3=-29081657,3-4=-22161540, 4-5=-18711544, 5-6=-1871/544, 6-7=-1575/411, 7-8=-6471903, 8-9=0/46 BOT CHORD 2-16=-62312467,15-16=-65712406, 14-15=-385/1875. 13-14=-191/1308.12-13=01384.11_12=01384, 10-11=-682/695, 8-10=-6821695 WEBS 3-16=0/299.3-15=-5981396,4-15=_102/447, 4-14=-161/207, 5-14=.5011307. 6--14=-307/862, 6-13=-4531249. 7-13=-340/1314 ,7-11=-2309/890 NOTES 1) 2 X 4 SPF 1650F 1.5E bearing block 12~ long atj!. 11 attached to front face with 2 rows of 10d Common(.148~x3") Nails spaced 3- o.c. 6 Total fasteners. Bearing is assumed to be SPF. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-96; 110mph; h=22ft; TCDL=6.0psf; BCDL=6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 2 and 11. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPI 1 LOAD CASE(S) Standard O_ElI81~6 A WARNING - Vtlrl.fy dC'"!1"- p4n1md....S And R&4D NOTES ON THIS IlND INCWDED ItUTEK REFE.Ia:NCE PAGE .Hll-7473 BEFORE USE. Design valkJ for.....e only with Mlek canneckn. This d....ign is based only upon parameters .hawn. ond;. lor en individual building component. Appkobrnly of design pmomenten ond proper incorpomtion of componenl;. resporuibility of building de5igner. nollru5s d.,.;gflef. Brocing 5hown jo; for lateral suppor1 of indMduol web members only. Additional temporary bracing 10 in......e stob;~ty during construction jo; the responsib;lfity of the erector. Additional permanent bracing of the overall slruchxe is !he responsibility 01 the building designer. For general guidance regarding fobricotion. quaity control. slorage, delive<y, erection and bracing, con.ult ANSlIT1'11 Qualify Crlterl<l. OSI-89 and BCSll BuIldIng Component Satety Inlam1a1lan available from Truss Pk:lle I"'~tute. 583 D'Onofrio Drive, lvIadison. WI 53719. I MIl. I ~.iI~.!. ! 77nGreenbac:kLane,Suijel09 Citrus Heights, CA. 95810 .-:.- ..... .~......."_~I.~_.lo:.~......... .._~. ....'l.lj~-ii IJob 106..Q411 -A-'lTruss'SYSlemS,InC [Truss )TriJSSTYPe ROOf TRUSS :Oiy !' I IPly I , J J_<?b R~fiOrence{optioni!l) .__. 6.200sJul 132005 MiTek induslries. Inc R23145886 . I'" ,Frtlderlck,C080S30.SiilPersoo- 1+l'8l_f H;.{) Tue Oct 17 07:44:352006' Pa9;;' 1 !--6-11 7-6-11 _1..4-11~ 7-4-9 23-1-12 8-2--8 .}O-6-:'5. 7-4-9 }8:!.-9 7-6.11 -.__13~-!.:9: H;.{) Scale: 1;69.1 8x10 6x12 4,4 Itl '1' II ./ II '", II '<:-.."> ~. ...... " '~:::::-=:."-.. -....;., ._-----:--~ . .:.::.~- / 5 li '1]1 II I 'I ~."... /:;::->- -..-----..-- .'> -----.~.- .-.--- -.--..-.-. --~._--- !. '''--;:: I. !~ i I .~I /~ 7 '[~I 4.5" II JJ 11 II 6.00;;'2 .:./1': :I, /;~:/ --=-eeL=-- ~v . 4)(12= 14 1.5x4 -T 13 5)(10:::. " 6x8 = 11109 4,6 f-- -----k1:1L_ - --I ----.1.4-11-4 -----f _.._g3-l~,g .----f._n.__ ._,,3~.l:~L 5-1~12 9-9-8 8.2--8 9-11-4 Plate .9Jfsets' (X,X) J2:_1=Q::0,0_~~-6].j4:o;!:i:1l[E_dg~,J5~0-~O-~;3Jcl7:ti~j~11.'o~~;.6n10J>+2,Egge],-[120-;4~Q,EQg~], I13~;'5~Q,0:3~J~__ ;g~;'NGr~ ~ r -~:~~~;::~~ 2:~~ -'1 - ~f;~1--1 ~;~i~~~ :gi~~~1f :m . ;~- I BCll 00 RepStresslncr YES WB 0.70 Horz{Tl) 0.10 10 n/a n/a _~C_D:..._ 1~ ~ Code IRC2003fTPI2002 ~~atrix) I _38-1:<L..----j 50-0 PLATES MT20 GRIP 169/123 Wei9ht: 1761b LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E 'Except. 4-52 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1,5E WEBS 2 X 4 SPF 1650F 1.5E 'Except" 3-142 X 4 SPF-S Stud, 6-10 2 X 4 SPF-S Stud BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 4-7-1 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 3-13,6-10 REACTIONS (lblsize) 2=172010-3-8,10"'2325/0_3_10 (0-3-8 + bearing block) Max HOfZ2=-235(1oad case 6) Max Uplifl2=-564(load case 5), 10=-874(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/46.2-3=-2916/677,3-4=_2056/539, 4-5=--1723/567, 5-6=-1680/402, 6-7=-703/974. 7.8=0/46 BOT CHORD 2-14=-655/2465, 13-14=-714/2349. 12-13=.14311387. 11-12=-69/535, 10-11=-69/535, 9-10=-7331756, 7-9=-733/756 WEBS 3-14=0/404,3-13=-705/483,4-13=0/365, 5-13=-217/541, 5-12=-250/227, 6-12=-245/950. 6-10=-247011026 NOTES 1) 2 X 4 SPF 1650F 1.5E bearing block 12M long atjt. 10 attached to front face with 2 rows of 10d Common(.148Mx3~) Nails spaced 3M o.c. 8 Total fasteners. Bearing is assumed to be SPF. 2) Unbalanced roof Jive loads have been considered fOf this design. 3) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.0psf; BCDl=6.Opsf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord Jive load nonconcurrent with any other live loads. 6) Two H2,5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2 and 10. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPI1. O<fllnfualvEt81a;mo6 lOAD CASE(S) Standard , I , I I ,_. A WARNING - Veri.fy design _~amrU"& and READ NOTES ONTHIS AND INCUIDED III17EK REFERENCE PAG.P; 1tfH.7473 BEFORE ~. Design valid fCO" use only with M,ek connectors. This design is based only upon porometen shown, and is for On indMduol building corrponent. App6cobllity of design poramenlers and proper incorpa-otion of component is r~pon$ibiijly 01 building design...- _ not Irv.. designer. Bracing .hOWTl is for Ioterol.upporl of individuol web members only. AdditiOl1oltemporay brodngto iNure stobj~1y during construction i> lhe resporuibilWty of the ere<;tor. Addilionol permanent bracing of the overoll structure i> the responsibl"lly of the building designer. For general guidance regarding fabrication. qvaijly control. stCO"oge, de~very, ere<;tion and brocing. consult ANSI/TPll Qvallty Crllerto, 051.89 and SCSIl IlIIldlng Cornpounl Sotety InJormolton ovoiklb1e from Iruss Plate Institufe, 583 D'Onofrio Drive. ModiSOll. WI 53719. MIl I Mirek I _...~_.~._ I 7777 Greenback lane, Sufte 109 Cilru~Heig_hIS,~9S610 .~.' .-~'..,~~_..I~........&,.. '-"":'~:.:..#,;.......""~...u.o'..-...ol'-"'''':...:J.t.'~'~~l.~:,>; 'Job- 106.0417 A-l Trl1ssSystems.lnc.. .1 Tr-uss AG _. _____1..___.____.______ _ Frederick.coe0530, BiUPerson iTrUSSTYPC 'ROOF TRUSS I QIy Ply 'I IJol:J Reference {Clptionalj 6200 S Jut 132005 MiiekTndusiiiEis-:-lnc I R23145887i TueOctiYof44j62006Pagel -1-6-0j 1.6.0 _8-:_'!2:- ~ 4 8-:10-14 16-11-4 8-0-6 ___21-1-12 4-2-8 29:2-2 8-0-6 ~1-0 8-10-14 ,3!J-7.-91 HKl SC<lle: 1:728 6x8::.:: 6.00;12 6" I 1 1 I H ~ . i I II ~1 01. , I;fJ 5 8x10 8xl0 3 6 ~':i:~: I 10 :0 !. ---<~"~>" I '~, I -...~-... 7. _ v,. --~y 6 [.1 -----r ::s&,"~ 6 4x12 I 9 2 __ / P= $; Ii " 1/ // -- /' -~---rE:c____~ \\\\ ~~~---- 13 6x12 = 12 4x4/ " 7.x16::: 10 8x10--:-: 6x8~ _?-1-12 ____+__ ___~~"4:.~_ 5-1-12 9-3-3 1___._~.___.L~.1.___,_"._-+-__ ~33 1~:.L~__ __+-_ ~:1.:2__ -----1 9-4-15 5-(1.0 lOADING (psf) TCLl 30,0 TCOL 10.0 BCll 00 BCOL 50,0 )~/~:P.~~-O-41J3~9-e;-Q,.p-4:.8J, .I6:().~?:~O--,O-4-8J.J7:0-3--:iQ:..cj-_~0T. [10:!8i:-0,E:.Qg~J, rls.~!!.::P.o::f'?J: l ---- --------.--- --- 1--"--'----- ------- ------- -.--- -----.----- .-.--- r I _L SPACING 2.0-0 Plates Increase 1.15 lumber Increase 1.15 Rep Stress Incr YES Code IRC2003fTPI2002 CSI TC 0.45 BC 089 WB 0.61 (Matrix) DEFl Vert(LL) Vert(Tl) Horz(TL) in (Ioc) -0,08 11 -0.6211-12 0.13 9 lfdef! >999 >640 ofo Lid 240 180 of, r- PLATES MT20 GRIP 169/123 _plate Off~~_ts _Q<., Y) ,J_ J____:vvei9ht: 208:~_. ._ LUMBER TOP CHORD BOT CHORD WEBS 2 X 6 SPF 1650F 1.5E 2 X 6 SPF 1650F 1.5E 2 X 4 SPF 1650F 1.5E *Except* 3-122 X 4 SPF-S Stud, 3-11 2 X 4 SPF-S Stud, 6-10 2 X 4 SPF-S Stud BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-4-14 oc pur/ins. Rigid ceiling directly applied or 10-0-0 DC bracing, Except 6-0-0 oc bracing: 7.9. 1 Row at midpt 3-11, 6-9 WEBS REACTIONS (fb/size) 2=301'110-4-12 (0-3-8 + bearing block), 9=4063/0-6-6 (0-3-8 + Two SBP4 USP) Max Horz2=.263(load case 6) Max Uplift2=-S87(foad case 5), 9=-897(road case 6) FORCES (fb) - Maximum CompressionIMaximum Tension TOP CHORD 1-2=0/52. 2-3=-S5OOn26, 3-4:-3763/621, 4-5=-2903/645,5-6=-3006/460,6-7=-718/1238,7_8=0/51 BOT CHORD 2-13=-699/4760, 12-13=-699/4760, 11-12=-748/4068, 10-11=-176/2471,9-10=-17111745,7-9=-959/807 WEBS 3-12=0/1220.3-11=-10631523,4-11=_78/1197, 5-11=-256/873, 5-10=0/537,6-10=-74/1051,6-9=-4117/1108 NOTES 1) 2 X 6 SPF 1650F 1.5E bearing block 12R long atjt. 2 attached to front face with 3 rows of 10d Common(.148~x3~) Nails spaced 3~ o.c. 12 Total fasteners. Bearing is assumed to be SPF. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7.98: 110mph; h=22ft; TCDl=6.0psf; BCDl=6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water panding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2. 7) Two SBP4 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 9. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlfTPI1_ lOAD CASE(S) Standard O_ertll:a;ll'l1106 ..u.. WARNING. V~rl.fy design pa....rnftr.,. and READ NOTES ONTlUSANDINCLUDEDMlTEK REFl!RENCE PAGE JiUI-7473 BEFORE USE. DesiQn va~d tor use only "..;th Mlek coonedon. Thi. design is bosed only upon porometers soo""". o,:,d i, for. on individucl building component App~coblily 01 design po,ament"", and prope1' incorporation of component II responsibiijly of buildog de'Qner _ not Iruss designer_l\.roclng shOWT1 is for lateral support of indivduol web mernberl only. Addifional !emporOl)' bracing to insure stobi"y during construdion i.the respomibillily of the ereclor. Additional permonent bracing of the overo~ $tr!JC!ure is the responsiblily of Ihe building designer. For general guidance regording fOOOcolion. qvo~ty control, sloroge. delivery. erection ond broc~. consult ANSIIll'Il Quality Crlterlo, OSS_89 and SCSll Suitelng Component Safely tnlolTl1O!lon available from Truss Plate Inslilule. 5B3 D'Onofrio Drive, .Modlson. WI 537t9 MIl Mirek ...,..c" "'..c"......"',_ I ,- 7777Gree-nbackLane,sune109 L C!lruS .~h!s. CA, 95610 ._..._..~.._,..:.i,",'":"~,_"~~~,,,,,,.~oI/;?,:l."'~~Jt.~.:,,:,!.. jJOb- 1.~6_-.0417..______ A-1 TruSs-Systems, Inc Truss jTrUSSTYPe ROOf TRUSS I .. ;QtY I, 1 IPly I R23-1~~81 J.Jgb Refere.I1.CEl.{option~I)_ J 6.200 s Jul13 2005 MiTek Industries, Illc Tue OCl1707:44j620Q6'Pagel 'AH ,Frederick. co 80530. BifiPerson - 1 ~t>-O, 1-6-0 5-1-12 S-1-12 12-Q:.8 6-10-12 .1 18.11-4 6-10-12 19-,1112 0-2-8 6" _26,-Q-8 6.10-12 32-11-4 6.10-12 _ _ 3B~1.=O 5-1-12 39-7--0 ,--'j 1--6-0 Scale = 1:76,9 ] . II JJ 09 -, 6.0011-2 5 is 4., 4,0;12 6 8xl0 >-1- 8x10 3 ~~)pc-.: 14 6x12 = 1 -Jt~ --- \'\ '. '. - // ..",,, .~.=c-:=--=:. \\;J: -_-==~~<~ I~ 12 15 16 11 10 " 6" 10x16 = 7x16 = 6x8-= _?-H2_ 5-1-12 !.__ _ 14--0--0..___1____ ______..14-1-0 8-10-4 10-1-0 --j 32-J_H 8-10-4 _____~:l:jr.-:Q-.-.38-=-'I.:Q... _j 0-1-12 5-Q..O lrir:l~~]jrl:~':'Si'T~~1r~'r L:~'~"" GRIP 169/123 LUMBER TOP CHORD BOT CHORD WEBS 2 X 6 SPF 1650F 15E 2 X 6 SPF 1650F 1.5E 2 X 4 SPF-S Stud .Except. 4-132 X 6 SPF 1650F 1.5E, 5-12 2 X 4 SPF 1650F 1.5E 5-11 2 X 4 SPF 1650F 1.5E, 6-10 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 3-6-14 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Rowatmidpt 6-10 REACTIONS (Iblsize) 2=3017/0-4-12 (0-3-8 + bearing block), 10=412310-6-7 (0-3-8 + Two SBP4 USP) Max Horz2=-292(load case 6) Max Uplift2=-576(load case 5), 10=-901(load case 6) FORCES (Ib). Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52,2-3=-5449/784,3--4=_5405/969, 4-5=-3840/713, 5-6=-2934/494, 6-7=-390/1049. 7-8=-588/1030, 8-9=0/51 BOT CHORD 2-14=-841/4749, 13-14=-841/4749. 12-13=-537/3607, 12-15=-187/2303, 15-16=~187/2303, 11-16=-18712303, 10-11=-167/2340,8-10=-810/635 WEBS 3-13=-330/350,4-13=-386/1510, 4-12=-945/531, 5-12=--401/2216, 5-11=-70/620, 6-11=0/749, 6-10=-4212/711, 7-10=-572/412 NOTES 1) 2 X 6 SPF 1650F 1.5E bearin9 block 12" lon9 at it. 2 attached to front face with 3 rows of 10d Common(.148"x3") Nails spaced 3" o.C. 12 Total fasteners. Bearing is assumed to be SPF. 2) Unbalanced roof live loads have been considered for this desi9n. 3) Wind: ASCE 7-98; 110mph; h=22fl; TCDl=6.0psf; BCDl=6.0psf; Cate90ry II; Exp C; enclosed; MWFRS gable end zone; cantilever left and ri9ht exposed; end vertical left and right exposed; Lumber DOl=1.33 plate grip DOl=1.33. 4) 60.01b AC unit load placed on the bollom chord, 19-0-8 from left end, supported atlwo points. 5-0-0 apart. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Two H2.5A Simpson Stron9-Tie connectors recommended to connect truss to bearin9 walls due 10 uplift at jt(s) 2. 7) Two SBP4 USP connectors recommended to connect truss to bearing walis due to uplift al jt(s) 10 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10,2 and referenced standard ANSrrrPI 1. 9) Hanger(s) or other connection device(s) shall be provided sutrlCientto support concentrated load(s) 30 Ib down at at 21-6-8 on bottom chord. The design/selection of such connection device(s} is the responsibility of others. LOAD CASE(S) Standard O_aa1a;Jl'J11lJ6 I l__ JJ. WAR.NlNG - Vrnfy duign pararnet<Ors and RLlD NOTES ON THlS AND INCWDED IIIlTEK REFI!RENCE PAGE MD-7473 BP:FORE USE. ~~t(lv~:~ :~~~~~~~~~t,:,c:~;~~r~:~a~~ ~;~';'~~t~:=g~~h~t~~i~~~d~~~n~:1Yr~~~~~!~~~:~~ is for Iotefaf wpport of individVOI web members only. Addifionollemporory tracing to insVfe stabiity.during conslruction is the re:;pollsibil~ty of the efeclor. Additional permanent brocing of fhe overall slruc1...e is the responsibiity of the building de"gner. for gene<al guidance regarding fabricalion. qvoily control, storage, delivery, eredion and bracing. consult ANSf/Trll Qualfty Crlt.ria. OSB-89 and SCSl1 Bulldng Comp0n9nl Solely Inlonnallon ovailable Irom Tru.. Plate InsMule. 583 D'Onolrio Drive, />o\odisan. Wl5J719. Mil MiTek .-c_~,,,,,~,,......~._ 7777GreellbadLane.Su~e109 CilruS Heighls. CA, 95610 >_ ,'.....~,.' _A__ .,.........:...,._H...L....."'--...,~..........'.v.;;...................I.f.:r:d~.U~::~) IJob '06.0417 I A-1fruss Systems. Inc, Frederick. CO 80530, 8ill PelSOf' r:uss I: Truss Type ROOF TRUSS I~~ Ply I ,! i}_ob Reference. (op_lJ9!1~I) _. ____ 6.200 s Jul 132005 MiTek Induslries. lnc R2314~~91 TueOi:ii707:44j72000-Page--1- .J 1-1:6:-01 __~1:12 1-6:-0 5-1-12 12-0-8 6.10-12 18-11'""!.._ 6-10-12 J9-;1r1!! 0-2-8 ,,' 2&-0:-.'-' 6-10.12 32_11_4 6-10-12 _~-1.:0__ 5-1-12 39-7_0 1'- ~ H;.O Scale = 1:76.9 5 6.00'i2 ,,' 4x12 , I , , ~~ ~ 0 ~ l II II ~1~~;:: ~ c> 8x10 81\10 3 1_ 14 61\12= 13 6x8= 12 15 10x16'-= 16 11 h16----'- 7 ~::::.c::::::., '-C_ . . --~::::; II 10 6x8= -t+L____ ,'-. i \'-. i/ \.// ==EEL~-:.-=---- ~__~.1-J~__._!_._ 5-1-12 11:Q:.0 8-1M ---~ 10-1-0 1------ 32:1~~~3::qt~8-l~. -i 8-10----4 ()..1-12 5--0-0 ~=~r ~.~~~rrr;l1g;~~;~rrf BCDl 50.0 _-.i Code IRC2003fTPI2002 j (Matrix) ____L___u___ r--~- ---- I PLATES MT20 I GRIP 169/123 Weight: 224 Ib LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud .Except. 4-132 X 6 SPF 1650F 1.5E. 5-12 2 X 4 SPF 1650F 1.5E 5-11 2 X 4 SPF 1650F 1.5E, 6-10 2 X 6 SPF 1650F 1,5E BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 3-6-14 oc purlins. Rigid ceilin9 directly applied or 2-2-0 oc bracing. 1 Rowatmidpt 6-10 REACTIONS (Ib/size) 2=3017/0-4-12 (0-3-8 + bearing block), 10=4123(0-6-7 (0-3-8 + Two SBP4 USPj Max Horz2=-292(load case 6) Max Uptift2=-576(Ioad case 5), 10=-901(load case 6) FORCES (Ibj- Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52,2-3=-5449/784.3-4=-5405/969. 4-5=-3840/713, 5-6=-2934/494, 6-7=-390/1049, 7-8=-588/1030, 8-9=0151 BOT CHORD 2-14=-841/4749,13-14=-841/4749, 12-13=-537/3607, 12-15=-187/2303, 15-16=-187/2303, 11-16=-187/2303, 10-11=-167/2340,8-10::.-810(635 WEBS 3-13=-330/350,4-13=-386/1510. 4-12=-945/531, 5-12=-401/2216, 5-11=-70/620, 6-11=0/749, 6-10=-42121711, 7-10=-572/412 NOTES 1) 2 X 6 SPF 1650F 1.5E bearing block 12- long at jt. 2 attached to front face with 3 rows of 10d Common(.148~x3") Nails spaced 3~ o.c. 12 Total fasteners. Bearing is assumed to be SPF. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98; 110mph; h=22ft; TCDl=6.0psf; BCDl=6.0psf; Category It; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed: end vertical left and right exposed; lumber DOL=1.33 plate grip DOl=1.33. 4) 60.Olb AC unit load placed on the bottom chord. 19-0-8 from left end, supported at two points, 5-0-0 apart. 5) This truss has been desi9ned for a 10,0 psf bottom chord live load nonconcurrent with any other live loads 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 2. 7) Two SBP4 USP connectors recommended to connect truss to bearing walls due to uplift atjt(s) 10. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and RB02.10,2 and referenced standard ANSlfTPI 1. 9) Hanger(s) or other connection device{s) shall be provided sufficient to support concentrated load(s) 30 Ib down at at 21-6-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard O_tW1a;Jl'l1ID6 A WARNING. v..rify d"$;/gn paramn.." and READ NOTES ON THIS AND INCLUDED JOTElC REFERENCE PAGE 1Ilt-7"f73 BEFORE USE. DesiQn vofid fo< use onfy v.ith Morek connedon. This design i. bo.ed only "pon pororm:ters ~hown,.ond is for on individual building component Appkabi~ty of design pora.men!....' and proper inco<poralion at componenl i:; lespons,ltdly of bulldlllg designer _ nollruss desJgner. BraCing shown is fo< Ialerol supporl of individual web members only. Addltionol temporary bracing to IIlsur.e slobiity dunng consfrvction IS lhe fe5ponsit><lity at the erector. Add,llOoo! permanent bracing of the avera~ slruch,Ke IS lhe responsibility of the budding designef. for general guidance regarding fobricoliorl. quo~ty control. s/aoge, de~. erection and bracing. consult ANSl/TPll Quality CIII.na. OSI-S' and ICSll lulldino Compon.nl ScrIeIy Information ovoiloble 110m Truss Plate lnsfilule. 583 D'Onafrio Drive. M:sdison. WI 53719 I I 7717 Greenbilck Lane, Suite 109 L Ci\nlS He~hts, CA. 95610 MIl Mirek .' ........-..~1....'._.,..~ ."._'~ 1oI:.'.~ I Jo,----- -- -- !06-0417 jlruss leA iTri.issType i ROOF TRUSS lOt}' I, 1- _ T~IbBef<ce"~{op<io"") .._ ___ 6.200SJul13200SMiTeklnduslries.lnc ~314S8901 I TueOcI i707:44:3i-2006--Page1- A-1 TrussSystems,lnc, Freder;c;k', C6S0S3ii. aill Person 1--.-.--- !-S-ll 7.5-11 -., Scale; 1."1' ~I----- - 1"'__ -_...-----~--_._------ -~ 3 , f-------__..._ _ ____ _ 7-5-!!_ -------1 ~~!!l L~;h ~;fr-. -!(g;~I-~;~~~: :g;;: BCll 00 Rep Stress Iner NO we 000 Horz(Tl) 0,00 BCO--=--~ _ _ __ Code IRC2003frPI2002 _ _~at~) _ _ _ _ ___ ___ _ LUMBER BOT CHORD 2 X 6 SPF 1650F 1.5E -T (Ioc) I/defl LId I ~~ :~;! ~~~ __J PLATES GRIP Weight: 131b BRACING BOT CHORD Rigid ceiling directly applied or 2.9-12 oc bracing REACTIONS (Ib/size) 2=227/Mechanical.1=331/Mechanical Max Grav2=453(load case 2). 1=662(load case 2) FORCES (Ib). Maximum Compression/Maximum lension BOT CHORD 2-3=0/0,3-4=0/0, 1-4=0/0 NOTES 1) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSI/TPI 1. 4) Hanger(s) or other connection device(s) shall be provided suffIcient to support concentrated load(s) 508 Ib down at 5-5-0, and 320 Ib down at 3-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the lOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back. (8). LOAD CASE(S) Standard 1) Regular: lumber Increase=O.90, Plate Increase=O.90 Uniform loads (pit) Vert 1-2=-20 Concentrated loads (Ib) Vert: 3=-160(F) 4=-254(F) O<fnnfllBmd81a:mJ6 A WARNING - V.nfg duign p<l"'mo!t..... and READ NOTES ON nus AND INCLUDED MlTEK REFERENCE PAGE' 1/HI.7473 BEFORE USE. Design WJIid for use only ....;th Mlek connector.. This design is ba,ed only upon parameters shown, ond is tor on individual building component. Applicability of design polomenters and proper incorporation of component is respo~bi~ty of building designer -/lOt trus.s de'ilgner.llroclng shown is for Icterol svpporl of individvol web members only. Additional temporary bracIng to Insure stabi~tyduring comtrvction is file responsibillity of tile erector. Additional permanent bracing 01 the overall structure is the responsibi~ty of the bujlding deSIgner. Far general gvklance regarding taboicafion. quality control. $laroge. delive<)'. erection and bracing. consvll ANSI/TPll Quality Crn.rl... OS8-89 "I>d BCSl1 8uJIdIl>Q Component Sately Inlolmallol> available from Trvss Plate IMfitute. 583 D'Onofrio Drive. Modi",,,. Wl53719 MIl Mirek ~"~""''''''''~''.....- 7777 Greenbad Lane. Suite 109 CilrV.s H~hts, CA, 95610 '-'~"-.~ -,~~.._~-_. :,~..'.'.,:...c...:.:';'..__!jo,_..~oo::.~'W.'.....tc-..'~:u...."";'.\'''' IJOb 06-0417 I A_1 TriJss-SySlemS, Inc_. iTl-uss- I" Frederick.CO e053o;B'iIIPmo,; I Tiuss Type I ROOF TRUSS IQlY I' IPI, I I R23145891I " i Job ~eLer~nce (optional) _______ _ _ n___ 6200sJu! 132005 MiTek Indusmes. Inc_ TueOcl-;-i07:44Ji2006Pag,,1 ~F 6-3-7 SCSlc=o1:10,O ~~- --~ 3 I---'~---- ---_______ LOADING (pst) TCLl 30.0 TCDl 10,0 BCLL 0.0 BCDL 10_0 I I J SPACING 2-0-0 Plates Increase 0.90 lumber Increase 0.90 Rep Stress Incr NO Code IRC2003ITPl2002 -l- _~1-~___ __~:L._______ ---- ----I ------------..-------- ____n_ ___ __ CSI TC 0_00 BC 0.63 we 0_00 (Matrix) r J L DEFL Vert(LL} Vert(Tl) Horz{Tl) ;0 -0_08 -0.19 0.00 (Ioc) 1-2 1.2 I/defl >935 >374 ofa Lid 240 180 ofa --I I L Weight: 111b PLATES GRIP _I LUMBER BOT CHORD 2 X 6 SPF 1650F 1.5E BRACING BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS (Ib/size) 2=135/Mechanical,1=373/Mechanical Max Grav2=270{load case 2), 1'=746(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension BOT CHORD 2-3'=0/0, 3--4=010, 1--4=0/0 NOTES 1) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other Jive loads. 2) Refer to girder(s) for truss to truss connections. 3) This truss is designed in accordance with the 2003 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlfTPI 1. 4) Hanger(s) or other connection device(s) shaH be provided sufficient to support concentrated load(s) 508 Jb down at 5--4-15, and 320 Ib down at 3--4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the lOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD eASElS) Standard 1) Regular: lumber Increase=O.90, Plate Increase=0.90 Concentrated loads (Ib) Vert: 3=-160(F) 4=-254(F) Trapezoidal loads (pit) Vert 2=0(F=10, B=10)-to-1=-31(F=_6, 8=-6) O_<li81a;mJ6 ..u.. WARNING. Verify des;lgn p"rGmeter. and READ NOTES ON TIGS AND INCLUDED IlUTEK REFERENCE PAGJI; /IIlI.7473 BEFORE tISE. Design valid for use_ only with Mlek connedonL Thi, de$ign i, ba,ed only upon poromete... ,hown._ond;, foo- On individual building component. Applicabi~ty of d~lgn poromen!er< and pt'opeo- incoo-poro/ion of componenl;, re>ponsibility of bUdd'ng designer _ not trvn des;gner. 8rocmg 5ho""'Tl i, for lotefol ,uppcri of individuoi web member, only, Additional temporary bracing to in,vre ,jabiitydvring construction i, the respon<ibil~ly of the efector_ Additiorlal permorlen! bracing at the overall ,tructure;, the re'pomib,Hy of the bvild"rng de"grler, for general guidance regarding fobrication. quality control. ,tO/oge, delive<)', erection and bracing, comult ANSf/TFll Quality Crllerla. D58.8'1 and BCSll 8ulldlng Component SoIety lnformallon avol1oble from Tru<< Plote In,fitute. 583 D'Onofrio Drive, IV'adison, WI 53719 MIl Mirek _w.,............~"....._ 7777 Grgel1back lane, Suile 109 _I ~~H~hIS,CA,9S610 '.... ......, '.'_~,....-,..._J'4'"_~_'<-I~>~""'..." N , -I..~,..,.. I::", _:___]~~"ii />...1 Truss Systems, Inc_, Frederick, t06'053O, 8Tii Person I Truss Type I ~NO TRUSS iOti I, Ply I 1 J-LO:t>__Re.!~Jlce (<:p!lt?nal).. ___ 6,200sJul 1J2005 MiTek Induslries. Inc TueOct 1707'44 JeiOo6-Page-f ~~145B92l I __~.1.7_ 2-1-7 ~__9-11 3.9.11 &:!1-1 3-1-5 I j ~ 3x41 , Scale = 1:20.6 4.24r12 ,,' , ,jl it: J I I I II~ ,~~ I II " :r~l, I ~~"=~II~ 11 '0 . L~----- ---- / txf-- [;fu ,/ r. J ~~ 'r./"""" , / ~/ 2 9 Jx4;-: 1.5x4 3xB:::::- ~~~=~-"-T'=~.~ LOADING (pst) 1 SPACING 2-0.0 TCLL 300 Plates Increase 1.15 TCDl 10 0 Lumber Increase 1.15 BCLL 00 Rep Stress Incr NO BCDL _~ Code 1~~003fTPI2002 LUMBER TOP CHORD BOT CHORD WEBS 1_ .-___3-9.11 ___ _~----.1-9~ -T I CSI TC 0_19 Be 0.15 WB 0_09 (Matrix) &:11-L ____oj __~.5 DEFL '" (Ioe) IIdefl Lid I PLATES GRIP Vert(LL) .0.01 2.7 >999 240 MT20 169/123 Vert(TL) -001 U >999 180 J Horz(TL) 0.00 6 "I, 01, Weight 331b 2 X 6 SPF 1650F 1.5E 2 X 4 SPF 1650F 1.5E 2 X 4 SPF-S Stud -Except- 4-6 2 X 6 SPF 1650F 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 DC bracing. BOT CHORD REACTIONS (Ib/size) 2=49510-4-15,6=343/0-1_8 Max Horz2=189(load case 4) Max Uplifl2=-292(load case 3), 6=-197(load case 4) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47,2-10=-338198,3-10=-299/111, 3-11=-43/46, 4411=-81/47, 4-5=-210, 4-6=-170/140 BOT CHORD 2-8=-157/250,7-8=-1571250,7-9=-1571250,6_9=_1571250 WEBS 3-7=0/186,3--6=-283/143 NOTES 1) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.0psf; BCOl=6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any olher live loads. 3) Bearing aljoint(s) 6 considers paranelto grain value using ANSlfTPI1 angle 10 grain formula Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due 10 uplift al jt(s) 2 and 6. 6) This truss is designed in accordance with Ihe 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPl 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 Ib down and 52 Ib up al 2-9-8,23 Ib down and 52 Ib up at 2-9-8, and 38 Ib down and 751b up at 5-7-7, and 381b down and 75 Ib up at 5-7-7 on top chord, and 21b up at 2-9-8, 21b upal 2-9-8, and 341b down at 5-7-7, and 341b down at 5.7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) Of back (8). LOAD CASE(S) Standard 1) Regular: lumber Increase=1.15, Plate Inerease=1.15 Uniform loads (pit) Vert: 2-6=-20,1-4=-80,4-5=-20 Concentrated Loads (Ib) Vert: 8=2(F=1, B=1) 9=-34(F=-17, B=-17) 10=104(F=52, 8=52) 11=-76(F=-38, 8=-38) O_tli81g;m)6 A WARNING. Verl.fN d..slgllpGram..wr. ....d READ NOTES ON THIS AND INCWDED JaTEX JU';1"~ PAGE ltfD.7"'73 BEFORE USE. Des;gn valid for u,e only '-"ith Mlek connectors. Thi, design;' ba,ed only upon porometers show-n. ond;, tor On individlJOl building component. Applicabi~ty of design para.menters and proper incorporolion 01 co~nent is re'ponsibility of building designe< _ not I",.. designer. 6rocing shown is lor lateral support of Individual web members only. Additional femporory bracing 10 insure stabiity dUflng consfruchon is the respon,ibiMy of the ereclor. Addifionat perrro::lnenl bracing of Ihe overall sfructure is the responsibi,ty 01 the build'ng designer. For Qenerol guidance regarding labrk:ction. quaity confrol. stQfcge. delivery, erection and bracing. consul! ANSI/Tl'tl Quolity C,tl.llo, osa.a' ond BCSll Building Compon..... Salely Inf<>rmatton available from Trus5 Plote ImliMe, 583 D'Onofrio onve, IVoodisan. WI 53719. MIl Mirek """-,,~'''~U'''''''..,_ 7777Greenbacklar>e,SUile1og CilrusHe;ghts.CA,95610 . ...-. '~'-'I.r.'~_:...o.li......~,,~~~ jJob 106-0417 , A_1 Truss Syslems Inc -ITiUss- - IJB Frederick,C080530, BiIIPer-s';;;-- ~ I Tf,-" Type ~NO TRUSS 'Qty 1 , I [Ply -2-1.:L 2-1-7 , J ~ob R_~J~re~ceJop.t!()_naL,.___ {; 200 s Jul13 2005 MiTek Industries, lnc,-rue oci-17-oi:44:3S-'2006Page-1 R23145e93! I --j 3-9-11_ 3-9-11 6_-11.1 ,3.-1-6 4,24'12 J., 3)(41' 5 4 _..\! j 1--11,1/ rt:J 1 / 1 I. -2~lJ 'I; 6 3)(8::: Scale = 1:20.6 I ~ " I I I~ ~~~___- 1~~~ [/ 4.4= rf 1 1 . -------lJ---- ----_.~-- 1.5)(4 f----- - ~~t~I~~~;2~~I---c~~:;~~'e"e 2;0,~ JI-=-~~~ 0,90 TCDL 10,0 lumber Increase 1 15 BC 0.08 BCLl 0.0 I Rep Stress lncr NO WB 0.08 BCDl 10.0 1_ Code IRC2003fTPI2002 ___ __ (Ma'",) LUMBER TOP CHORD BOT CHORD WEBS 3:!:8J_ 3,-ll.:1J I , I I I DEFL 'n (Ioc) Ifdefl lid 1 PLATES GRIP Vert(LL) -0.00 6.7 >999 240 I MT20 169/123 Vert(Tl} -0.01 6.7 >999 180 Horz(TL) -0.00 6 nla nla 1- Weight 33 Ib ----.--'-----f---- _~1-1 ::---'---=-~----=-==-=.::-:==__::==!:-1:6 ---.--.- --------1 2 X 6SPF 1650F 1.5E 2 X 4 SPF 1650F 1.5E 2 X 4 SPF-S Stud "Except. 4-62 X 6 SPF 1650F 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD REACTIONS (lb/size) 2:o898f0-4-15,6:o217/0-1_8 Max Horz2=163(load case 4) Max Uplift2:o-420(load case 3), 6=-95(load case 3) FORCES (Ib) - Maximum CompressioniMaximum Tension TOP CHORD 1-2:0-33/138,2-3:0-130145,3-4:0-88/65,4-5:0_7/0,4_6"'-_254/158 BOT CHORD 2-7:0.132/119,6-7:0-132/119 WEBS 3-7:o0f141, 3-6:0-89/149 NOTES 1) Wind: ASCE 7-98; 110mph; h:022ft; TCDl:06.0psf; BCDl=6.Opsf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; lumber DOl:01.33 plate grip DOl:01.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Bearing atjoint{s) 6 considers parallel 10 grain value using ANSlfTPI1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 2 and 6. 6) This truss is designed in accordance with the 2003 International Residenl!al Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPI1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 362 Ib down and 1321b up at -2-1-7 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the lOAD CASE(S) section, loads applied 10 the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: lumber Increase:01.15, Plate Increase:01.15 Uniform loads (pit) Vert: 1-2:0-80 Concentrated loads (Ib) Vert: 1:o-362(F) Continued on page 2 O<fllIlllaiDEli81ll:;mJ6 A WARNING. Verl.fy d"slgn J>G-tum..urs and RE.lD IlI07&S ON THIS AND INCLUDED MrTEK RETERENCE PAGE JlfIl-7"f73 BEFORE USE. Des>!?n va~d lor u..... only .......Ih M1ek connedors. This de,ign is based only vpon poramelen ,hown..ond is for on individual bvilding component. Appkobir./y of des>gn paramenters and proper Incorporation of component is responsib~ty 01 budding de';gnef _ not-'ruu de:ilijner. Bracing shown "for Ioleral $vppor1 ollTldivK:luol web memben on~. Additional temporary bracing to insure llobii/y during can,trvchon i.s the resporulbillity of the erector. Additional permonent bracing 0' the oVefaA strvclure is !he responsibifily 0' the bUIldIng designer. For general guidance regord;"g fabrication. qvoity control. ,torage, der.ve-y. erecfion and brOCln.9. consult ANSl/Tl'l1 Qu<lllly Crflerla. DSB.89 and BCSIl Bulldng Campan.nl Safety In'Olmalion available from Trvss Plate In,titvte. 583 D'Onofrio Drive.lv'odison. Wl537t9 , MIl. I MiTek I ~_.__._._ I 7777Gree<1b.acklane,Suile109 ' _ C:lIru!Heil?hIS,CA.95610 ". '~--"~--"-""_"'..u.>."'''''''':'''''''''''V'''''_'''''''''W_~~~llrW~',' '; IJob '06.0417 I A_1 Truss-SYstems, Inc_, Frede';~k~c6a0530. Bitl Person Truss I Truss Type ,MONO TRUSS I iOly I " I iPly , I Job Refe!e",e_loplio'~L _ ] "'00 ,"" 132005 ""."0'"'''' '"' to,- 0" "C,~-,,. "'06::~~580_; JB LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 2=O(F=10, B=10)-to-6=-34(F=-7, B=-7), 2=-4(F=38, B=38)-to-4=-131(F=-26, B=-26), 4=-71{F=-26, B=-26}-to-5=-77(F=-29, 8=-29) A. WARNING. V<IIrifII dulgn paramri<lln; and RUD NOTES ON TIns AND INCWDED IIIlTEK REFERENCE PAGE 1If1l.747:J BEFORE USE. Design "arid tar vse only ",th MTek connectors_ This design is bo<ed only upon para met..... shown. and is far on individual building <::omponenl. Applicoblily at design poco......nlers ond proper incorporalion 01 component is re.ponsibi~fy at bu_ild;rIQ designer _ not.tWS5 desjgllef. Bracing shown is tor lolefal.upporl 01 individual web members only. Add;~ona' temporary bradng to in.....e stabiily dlxmg constructIOn is the responsibnlfy 01 the ereclor. AddItional per-manenl braCIng 01 the overall structure is the responsibhfy at the buildIng designee far general guidance regarding fObricolion, qualify control. .tOl'oge. delivery, efeclion and txocing, consult ANSl/Tl'Il Quality Criteria. DSB.8!1 and ICSll Building Component Scdely Inlonnallon ovoilable from j,uss Plote Inslitute. 58J O'Onolrio Drive. NIodison, WI 53719. MIl MiTek 7777 GreenbilC~ Lane, Suitlll09 Citrus Heighls, CA, 95610 '..~~........'~ -'-y.',....:~.:."..>....,~,~.:.c.~......~~~,....~'h,;:}i';'.! IJob 106..()417 n-;,.j'Truss-SYSlems.lnc.. : Truss IJC I !TiUssType IROOf"TRUSS._ r IPly I " LJo_bR~f!,!:~el)ce (op!io~f) . ._ -6,200 sJul 132005 MiTek Industries. Inc -I ___.__~ ___-=31458941 TUeOct1707:44:J92006 Pagel Fred';';ck:C08i:i5jci:Bi~PerSo';- :.t+iL_ 1-4-8 3-J!-)Ju 3-1H1 " i: Scale" 1:168 6.0012 , ~ , /// -j ~ ~c:://~- 4 LOADING (pst) TCll 30.0 TCDl 10.0 BClL 0.0 BCDL 10.0 r _J f----------=-H:L.__.._ -+--_ ---- __ __1:1:1L ______ - --1--- SPACING 20-0 CSI Plates Increase 1 15 TC 0.21 Lumber!ncrease 115 BC 0.13 Rep Stress Incr YES WB 0.00 __ ~de 1~~2003/TPI2~~ (Matnx) 3-11-11 3::1.1-11 '-...-..- -.---.- DEFL " (Ioc) Vdefl Lid PLATES GRIP I Vert(Ll) 0.03 2 >999 240 MT20 197f144 Vert{TL} -0.04 2-4 >999 180 I Horz{TL) 0.02 4 'I' ,I, Weight: 16 Ib ----- -.-.- LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=254/Mechanical, 3=215/Mechanical, 4=38/Mechanical Max Horz 1=153(load case 5) Max Upfift1=-53(load case 5), 3=-154(load case 5) Max Grav1 =254(load case 1), 3=215(load case 1), 4=77(load case 2) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD 1-2=-122/0,2-3=-92/87 BOT CHORD 2-4=010 NOTES 1) Wind: ASCE 7-98; 110mph; h=22ft; TCDL=6.0psf; BCDL=6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL;;;1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) fOf truss to truss connections 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.1 0.2 and referenced standard ANSlfTPI 1. lOAD CASE(S) Standard O<l!lmllamEll81B;ll'J11ll6 JA. WARM.Mi. Verlft./ d~sl.gn para.....r~n and RMD NOTES ON THIS AND INCLUDED JUTEK REFERENCE PAGE JIlII.7"173 BEFOJU!: USE. Design voki lot use only with M"Tek connectots, This de.ign i, ba,ed only upon paramet..... sho......." and is tot. an indiYidval bvilding t;Qmponenl. Appkabj~1y of design parament-. and prope< incotpota.tian of component is relponJibiity of bu.ildlJ"lg del'gner - not trvu deSlgner. 8~.ng shown is for lateral svpport 01 ind,viduol """,b melTll:>en only. Add,tionol tempo-of)' b'acmg to imlX.e Ilobiityduring construction IS the responsibillily of the erectot. Additional permonent bracing 01 the overall slrvc:1vre is the relponlibility of the bulld'ng deSlgner. FOf general guidonce regarcf~ fabricalion. qva~ty contfOl. storoge. delrverv. erection ond broc~, consull ANSl/fPll Qvallly C,U.rlo. DS5-89 and acSll 5ulldlng Component Safetylnlormallon ovolioble from T'U51 Plate In.Mute. 583 D'Onofrio Drive, M:Jdison. WI53719 MIl. MiTek -.....~ .......w........._ 7777 G-eenba.:k Lane. Suite 109 Citrus Heights. CA. ~10 . ,-~""-"",~.~,-",,-,,,,,,,,,,-.:,,",,-,,,~~, "" ..................~............. I Jobu 106-0417 I --lTruss iTruss Type I 'ROOF TRUSS I IQ~ 14 jP!y I I J _,.lJ~~R(Oferen~(Clp.!iQn.?_'L__ _ 6_200sJul 132005 MiTek fndustries. loc " R23l45B9Sj I Tue6Ct 17iii:44:3gi006p'agal' JJO A-1 i';':'ss-sY5iims,lnc~Fiiderick:CO 80530: eiil P"ffion -1-4:8 1-4-8 1-l1-_!.l, 1-11-11 -r ~ i I , J 6.00112 . ti/l/xl i~"l~ Scale = 1:12.3 J .l i ~ / !.~ _".::.:..Lo,,~:::!,_ -~ 3x4= 4 C=~~=~T--~~~ - lOADING (PSt) I SPACING 2-0-0 TCll 30,0 L Plates Increase 1,15 TCOl 10_0 Lumber Increase 1.15 BCll 0,0 Rep Stress Incr YES BCOL 10.0 _ ~d~RC2003/TPI2002 LUMBER TOPCHORO 2X 6 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E T-'- I I I -_::J~_:.I'!'----f-,,_.__----.:l--=l_!:11____----1 _..J..-4-8 =::;-~,-,,--=-_~-----,,-,J:11:11,,:::-=-:=,,--:-:==:------,,---~------:;:-~-----=c--,--= CSI I DEFL In (lac) I/defl lid [PLATES TC 009 Vert{ll) 001 2 >999 240 MT20 BC 003 Vert(Tl) -001 2 >999 180 WB 0 00 Horz(Tl) 0 00 4 nla nla (Matrix) Weight 91b ---- GRIP 197/144 f---. BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=160/Mechanical, 4=19/Mechanical, 3=140/Mechanical Max Horz 1=96(load case 5) Max Uplift1 =-33(load case 5), 3=-94(load case 5) Max Grav1=160(load case 1), 4=39(load case 2), 3=140(load case 1) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD 1-2=-7610.2-3=-56/61 BOT CHORD 2-4=010 NOTES 1) Wind: ASCE 7-98; 110mph: h=22ft; TCDL=6.0psf: BCDL=6.0psf; Category II; Exp C: enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been deSigned for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Refer to girder(s) for truss to truss connections. 5) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802,1 0.2 and referenced standard ANS1ITPI 1. lOAD CASE(S) Standard O<fDn!ba!oEll81a:w:006 .JJ... WARNING. Verify de.'gn pcaranw:ur. and READ NOTES ON THIS AND INCLUDED IIlTEK REFERENCE PAGE 1II1l.7"73 BEFORE USE. De~ign vorod for use only v,jth WiTek connectc..._ This design_", based only upon parameters shown._ond is for. on indi..;duol build!ngco~nE'"t Appl,cobiity of design pa:omenlers and proper incorp;xatlOn of cQmp:men! 15 responsd:xlify at building deSIgner _ notlruu de$IQner. 8rocmg shooNn is lor Ioterol support of individuol_b members only. Additionollemporory bracing to ,mvre slablity during construction ~ the responsi~J.lify of fhe er..ctor. Addihonol permanent bracing of the overoU ,tructvre" the responsibility of tI,.. bu'ldlng designer. Few- general guklance 'egardlng fabrication. quollty con_frol. <lew-oge. delivery. ere-clion and bracing. consult At6rrrPll Quality C"'.lIa. OU.8' and acsn Buliclng Compon.,,' Sol_ty Informc:dlon available from Trm! Plole Insfitute, 583 D'OnOfrio Drive. fI/ood,son, WI 53719 MIl. Mirek _..u,.......--..._ 7777 Greenback Lane. Suite 109 ~,itruS':l~ht~,_CA: 95610 ~,._.....~'~_.,-..'~.,;,~,.,,,,,_~,_~,,_,,,,_~:,,;,:..:..t~........~.". '-' ... 1).>Io.aj...;""-l.:...~' _ [~JO'-~- ~.1.~.._ A-1 TrusSSyslems,lnc I Truss I !JE _.___.__1.__.. .._._ Frederick,C080S30.BillPerson [TiiiSSType' ROOF TRUSS r~ " 1_ ~IPIY T " l-!.Q.b_R.e.!~r~!19l,(()ptLon""f) 6.200 s Jul 132005 MiTeI< Indusmes, lnc ~314~~~] j TueOct 17 07:44:39200GPage-1- :!-_I?-..Q.---- HM) _.3-__.11-11 3-11-11 I! Scale = 1:14.8 j 6.00:12 .. ~ I ~ '_/ / --=~~~~--.J A // I I . 3x4::-::: 1----...- -- ---.- 3-11-11 3-11-11 LOADING (psf) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 ~---~ -~ 1] ~ ---r SPACING 2-0-0 CSI Plates Increase 1.15 Te 0.08 Lumber Increase 1.15 BC 0.12 Rep Stress Incr YES we 0.00 Code IRC2003fTP12002 (Matrix) -.-.....----. ---------. .--- ---'-- -------- OEn In (Ioc) lfdefl LId Vert(LL) -0.01 2.4 >999 '40 Vert(Tl) -0.03 2-4 >999 180 Horz(TL) -0.00 3 nla nla ---- PLATES MT20 GRIP 197f144 Weight: 16 Ib LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lblsize) 3=118fMechanical, 2=345/0-3-8, 4=37/Mechanical Max Horz2=176(load case 5) Max Uplifl3=-93(load case 5), 2=-184(load case 5) Max Grav3=118(load case 1), 2=345(load case 1), 4=74(load case 2) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD 1.2=0/46,2-3=-86/43 BOT CHORD 2-4=0/0 NOTES 1) Wind: A$CE 7-98; 110mph; h=22ft; TCDL=6.0psf; BCDL=6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and light exposed; end vertical left and right exposed; lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(s) 2. 5) This truss Is designed in accordance with the 2003 International Residential Code sections R502.11.1 and RB02.10.2 and referenced standard ANSIITPI1. LOAD CASE(S) Standard O_Eli813;mJ6 . W4RMM>. Venfy de,.lg" paramekn alld REIlD NOTES ON THIS AND INCLUDED MlTEK UF1UfENCE PAGE JaI.7473 BBroU rISE. Design "ok! fo; use only ",lh M"1ek connedOf"S. Thi, design is based only upon porometers shown. ond is 10; on ind<vidual building corrponenf. Appkablily of design poromenler. and proper incorporation 01 component is responsibiily 01 building designer - not trun designer. Bracing shown is fo; IoIe1'alsupport of individual ~b members only. Additional lemporay bfocing to im.....e slobi~1y during construdion is 1he responsibillily of the ereclOf.. Additional permonenl bracing. 01 the ollerall structure is the responsibiily of the building designer. fOf general guidance regOfding fobricahon, quaify control. sforoge. delJllery. erecflOl1 ond broci~. consu" ~NSl/Tl'tl QualHy ernerla. OSB-8' and BCSn Building Component Salely Inknmallon ollolloble lrom Truss Plole Instotufe. 583 D'Onolno DrIve. MadISOn, WI 53719. MI MiTek nnGreenbacklane,Su~e109 __.t::itr\J.~_Heights'0:9?61Q ". ,'......... ~"'~---"'."''';''-....... ,>~'"' ~~:w",,~...'. 4- ,.~..:~ I~:: - A.1 TrussSyslems, Inc iTruss ITrussTYPe MONO TRUSS L IO~ " Ply I , .J ~ob R(:.fef~l!f~ (optign_a!) 6.200 sJul 132005 MiTek Induslries. Inc R2314589sj Tue-Oci'17 07:44Aci'2006Page-1 -- J iJG -....., --..... frederick,C080530.'i>iii'Person' -1-.6-0 1.6-0 4.11-4 3x.4_11 4.11-4 Scale'" 1:17.0 J 1 [ // ---/ / 2// -' <r/ . "II 1/ , I I I~ I i I Iii II I _. Ell.! [~ -0J 6.00[-12 1.5x4 3x'l = f--- -" --- __~.~1H ..1-11-4 ..-.---1 -:OADING.(P';-I- - TeLL 30,0 TCDL 10.0 BClL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X 4 SPF-S Stud SPACING -;~~'o-'-=---T='~'-~sr --. --. Plates Increase 1.15 l TC 0.16 Lumber Increase 1.15 BC 0.19 Rep Stress Incr YES WB 0.00 Code IRC2003fTPI2002 _ ._.(~~~ T OEFL In Vert(LL} -0,03 Vert(TL) -007 Horz(TL) 0.00 (Ioc) 2.4 '-4 4 ---- -- .--r I/defl LId >999 240 >855 180 nla nla -'----.- -'-.- PLATES MT20 GRIP 169/123 Weight: 21tb BRACING TOP CHORD Structural wood sheathing directly applied or 4-11--4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD REACTIONS (Ib/size) 2"'387/0-3-8,4=209/0-1-8 Max Horz2"'174(load case 4) Max Uplift2;-210(load case 5), 4"'-80(Ioad case 5) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2"'0/46,2-3"'.100/60,3-4=-163/108 BOT CHORD 2-4"'-31/40 NOTES 1) Wind; ASCE 7-98; 110mph; h=22ft; TCDl=-6.0psf; BCDL"'6.0psf; Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOl=1.33 plate grip OOL"'1.33. 2) This truss has been designed for a 10.0 psf bottom ctlOl"d live load nonconcurrent with any other live loads. 3) Bearing atjoint(s) 4 considers parallel to grain value using ANSlfTPI1 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at jolnt(s) 4. 5) One H2.SA Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift at jt(S) 2 and 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlfTPI 1. LOAD CASE(S) Standard O_e,a1a;Ii'll1lJ6 it.. WARNING. Vcrl.fydulg" parumd"n and RE.4D NOTES ON TH1S AND INCLUDED IIIITEK REFERENCE; PAGE Mll.7473 BEFORE USE. Design void lor use only wlh MTek connectors. Ihi, design;, bmed only upon porometer< ,hown. ond;. lco- on indi\lidvol building component Appicobiity of design ,paramenter< and proper ;nCCO-pc>'"otion 01 component is ,e.;ponsibo'fily 01 building de"gner - nol tN')$ designer. ~rocing shown is for Iolerotsupporl 01 .ndivOdvol web members only. Addifionol temporory bracing to insure stobi~ty dunng con~lruction i:; the responsibillity at the erector. Ad!itionol permanenl bracing at the overall ,lrvelure I< the re5ponsibi~ty ollhe building de..gner. For general guidance regarding lobricotion. quoijly cont,ol, ,loroge. delive<y. erection and bracing. consuli ANSlllrn Qualify C,".r1a. OSI.8'1 and &CSll Building Componenl SoI.ty Inlarmallon ovodoble fromT,u", Plate InsMule. 58J D'Onotrio Drive. Madison. WI 53119. iMil I Mirek. ! ".,..n"'''Ur.......- ! 7777 GreenbackLane,Suile 109 .~trusHeights,CA.95610 .~~..'-'''''''- ............._~~~ ,Job 1~6._04~7...___ _ A.1 TrussSyslems, Inc. 'I Truss JH F'redei-ick. C680S31CSill Person !Truss Type MONO TRUSS -I~~ jPly i I ,I JJatJ~efere~l:e__(op!!Q!!~lL____ ___ 6.200sJuI132005MiTeklndusbies,Jnc - --- ~,,~~,,] TueOct1707:44:412006 f'-age-1 -1-6.0 1-6-0 4:11:4 4-11--4 ___JX_4/1 3 // k~1 1_11 I I 1 1 I I~ Scale" 1:17,0 I 1 , ~ 6.00r1'2 ///. ~ )2=r~ -. '~ /CSj 1..../ /'~4- /1: 4 1.5x4 lOADING (pst) Tell 30,0 TCDl 10.0 BCll 0.0 BCDl 10.0 I uJ 4-11--4 4-1H_ - ------1 SPACING 2-0-0 Plates Increase 1.15 lumberlnaease 1.15 Rep Stress Incr NO Code IRC2003ITPI2002 in -0,03 -0.07 0.00 (Ioc) 2-4 2.4 4 f/defl >999 >855 nfa Lid 240 180 nfa -~-l -::-~TE~ ~RIP --~~~~ .1' MT20 169/123 Weight: 21 Ib --- ., CSf 1 DEFl TC -~: - Vert(ll) Be 021 Vert(TL) WB 0 00 Horz(TL) (Matnx) --- ~- BRACING TOP CHORD LUMBER TOP CHORD BOT CHORD WEBS 2 X 6 SPF 1650F 1.5E 2 X 4 SPF 1650F 1.5E 2 X 4 SPF-S Stud BOT CHORD Structural wood sheathing directly applied or 4-11-4 oc purlins, end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. except REACTIONS (lb/size) 2=836/0-3-8,4=92/0-1.8 Max Horz2"'174(load case 4) Max Uplift2=-374(Joad case 5), 4=-46(load case 4) FORCES (Ib) - Maximum CompressionlMaximum Tension TOP CHORD 1-2=-42/163,2+3=-156/32,3-4=-45/73 BOT CHORD 2-4=-31/40 NOTES 1) Wind: ASCE 7-98: 110mph; h=22ft; TCDl=6.0psf; BCDl=6.0psf: Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed: end vertical left and right exposed; lumber DOL=1.33 plate grip OOl=1.33. 2) This truss has been designed for a 10,0 pst bottom chord live load nonconcurrent with any other live loads. 3) Bearing at joint(s) 4 considers parallel to grain value using ANSlfTPI1 angfe to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate atjoint{s) 4. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s) 2 and 4. 6) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI1. 7) Hanger(s) or other connection device(s) shaH be provided sufficient to support concentrated load(s) 331 Ib down and 121 Ib up al -1-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform loads (pit) Vert: 2-4=~20, 1-3"'-80 Concentrated Loads (Ib) Vert: 1=-331(F) O_6811WJl1D6 A WAR.N1NG. Verlfy dulg,. pa...._n ....d RMD NOTES ON TfflS AND INCWDED MlTEK RLTERENCE PAGE JI11.7of73 BETORL UBB. Design valid for u.e only \l<Jith M1ek conr;ect"",. This d...ign is ba.ed only upon porometer1> shown. and is for on individual buikling componen!. Applicability of design pmomenlers and propt!!' inccyporation of component is respon.ibjity of building designer _ no! \run designer. Bracing shown is fo< lateral support of individuol......b member> only. Additional temporary brocing to insure stabi~ty during cons!rudion is the r"'f)()rlsibimly of lhe erector. Addifional permanent bracing of the averoll strudure is the re<ponsibi~1y of the building designer, Fcy gene<al guidance regarding fabrication. quor.ty control. storage. delivery. ereclion and bracing, comut1 ANSI/Tl'll Quality Crlt.rla. DSB-89 and BCSlI Widing Compan.nl S-al1I'ly Inlormallon available !rom Truss Plale Instilute. 583 D'Onofrio Drive. M:ld,oon. WI 53719. 1MB MiTek I _n~...~... 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III ro "'~~ 'liHE" '1'/ ~ 0 - " " ~ C'OLOR"'~P y/L City of Wheat Ridge Building Permit Number: Community Development Department Date: n I U .-If: SINGLE AND TWo..FAMILJ! ~~ BUILDING PERMIT APPLICATION 61o-0;?--Li'A Property Owner: Property Address: Contractor License No.: Company: tJ <.1 \ , 1-~(l ?~+l.>0 e,'vl'1 vI- .I"~Cl5 Phone: "3 .'i44-(oS~ wt,,"'r-(lto1~ OW""~. Phone: S <; "" .... OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildino Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules Of 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 fOf compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspectlo'n. lOWNER)lCONTRACTOR), SIGNED ~.\,A7'C DATE I \.ll Ot (OWNER)(CONTRACTOR);PRINTED DATE Use of Space (description): ~"l> tc-v Description of work: t:\olJ, 11\> ",-. Sq. Ft. added Y "'''' flu!. \cO" "" . V alueQ> Permit Fee::ti Plan Review Fee:$ Use Tax:$ Total: $ / SIC: Sq.Ft.: BUILDING DEPARTMENT USE ONLY ONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Eiectricai License No: Company: Plumbing License No: Company: Expiration Date: Approvai: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set Colorado and to the Zoning Regulations and Building Codes the City. (2) This permit shall expire if (A) the work authorized is not coml authorized is suspended or abandoned for a period of 180 d (3) If this permit expires, a new permit may be acquired for a fee have been or will be made in the original plans and specificati (1) year. If changes have been or if suspension or abandonm (4) No work of any manner shall be done that will change the nc (5) Conlractor shall notify the Building Inspector twenty-four (2~ approval on inspection card before proceeding with success (6) The issuance of a permit or the approval of drawings and ~ approval of, any violation of the provisions of the building COdl is subject to field inspections. Chief Building Official Stories: Residential Units: Mechanical License No: NEED: -AJob valuation Contractor Name GC SUB -Contractor License GC _ SUB_ -Contractor License renewal GC _ SUB_ - $$$ for Contractor License GC _ SUB_ -Contractor Insurance Cert. GC _ SUB_ Site Plan -Fire Dept. Sign off -Engineering details Notification date:J, Ii ,Iolt? I ' j PlAZA HOME MORTGAGE, INC. 5090 SHOREHAM PlACE#109 SAN DIEGO, CA 92122 THIS DEED OF TRUST is made this among the Grantor, NEIL T PETERS AND KIMBERLY J. PETERS 12th day of MIN 100109800000306887 MERS Phone: 1-888-679-6377 NOTICE: THIS LOAN CONTAINS PROVISIONS THAT ALLOW FOR A BALLOON PAYMENT AT MATURITY. APRIL, 2006 LOAN NO.: 156030233 ESCROW NO.: 1422704 I DEED OFTRUST I (herein "Borrower"), the Public Trustee of JEFFERSON County (herein "Trustee"), and the Beneficiary, Mortgage Electronic Registration Systems, Inc., ("MERS"), which is acting solely as nominee for Lender (as hereinafter defined) and Lender's successors and assigns. MERS is organized and existing under the laws of Delaware, and has an address and telephone numher of P.O. Box 2026, Flint, MI 48501-2026, tel. (888) 679-MERS, PlAZA HOME MORTGAGE, INC. ("Lender") 11I1Iit(l,tf1lV1Jjft/ONJJJi/HltJAMi'ljlJJ11llJlltlwllli'Nlllliflllllllllllllllllllllllll , and has au address of 5090 SHOREHAM PlACE #1 09, SAN DIEGO, CA 92122 BORROWER, in consideration of the indebtedness herein recited and the trust herein created, irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located In the County of JEFFERSON , State of Colorado: SEE COMPLETE LEGAL DESCRIPTION DESCRIBED IN EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. SEE "BALLOON RIDER' ATTACHED HERETO AND MADEA PART HEREOF. 39-271-00-030 which has the address of Colorado 3290 CODY COURT [Street] (herein "Property Address "); . WHEA TRlDGE IClty] 80033 [ZIP Code] TOGETHER with all the improvements now or hereafter erected on the property, and all easements, rights, appurtenances and rents (subject however to the rights and authorities given herein to Lender to collect and apply such rents), all of which shall be deemed to be and remain a part of the property covered by this Deed of Trust; and all of the foregoing, together with said property (or the leasehold estate if this Deed of Trust is on a leasehold) are hereinafter referred to as the "Property". Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Deed of Trust; but, if necessary to comply with law or custom, MERS, (as nominee for Lender and Lender's successors and assigns), has the right: to exercise any or all of those interests, including, but not limited to, the right to foreclose and sell the Property; and to take any action required of Lender including, but not limited to, releasing or canceling this Deed of Trust. TD SECURE to Lender the repayment of . the il'debtedness evidenced by Borrower's note dated APRIL 12,2006 and extensions and renewals thereof (herein "Note"), in the principal sum of U.S. $ 28,000.00 ,with interest thereon, providing for monthly installments of principal and interest, with the balance of the indebtedness, if not sooner paid, due and payable on MAY 01, 2021 the payment of all other sums, with interest thereon, advanced in accordance herewith to protect the security of this Deed of Trust; and the performance of the covenants and agreements of Borrower herein contained. Borrower covenants that Borrower is lawfully seised of the estate hereby conveyed and has the right to grant and convey the Property, and that the Property is unencumbered, except for encumbrances of record. Borrower covenants that Borrower warrants and will .defend generally the title to the Property against all claims and demands, subject to encumbrances of record. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 1. Payment of Principal and Interest. Borrower shall promptly pay when due the principal and interest indebteduess evidenced by the Note and late charges as provided in the Note. Form 3806 COLORADO _ SECOND MORTGAGE - 1/80 - FNMA/FHLMC UNIFORM INSTRUMENT WITH MERS Amended 2/99 VMP~76N(CO) {0307) Page 1014 LENDER SUPPORT SYSTEMS INC. 2N076NCO.NEW (QSf04) 2. Funds for Taxes and Insurance. Subject to applicable law or a written waiver by Lender, Borrower shall pay to Lender on the day monthly payments of principal and interest are payahle under the Note, until the Note is laid in full, a sum (herein "Funds") equal to one-twelfth of the yearly taxes and assessments (including condominium an planned unit development assessments, if any) which may attain priority over this Deed of Trust, and ground rents on the Property, if any, plus one-twelfth of yearly premium installments for hazard insurance, plus one-twelfth of yearly premium installments for mortgage insurance, if any, all as reasonahly estimated Initially and from time to time by Lender on the basis of assessments and bills and reasonable estimates thereof. Borrower shall not be obligated to make such payments of Funds to Lender to the extent that" Borrower makes such payments to the holder of a prior mortgage or deed of trust If such holder is an institutionallender. . If Borrower pays Funds to Lender, the Funds shall be held in an institution the deposits or accounts of which are insured or guaranteed by a federal or state agency (including Lender if Lender is such an institution). Lender shall apply the Funds to pay said taxes, assessments, insurance premiums and ground rents. Lender may not charge for so holding and applying the Funds, analyzing said account or verifying and compiling said assessments and bills, unless Lender pays Borrower interest on the Funds and applicable law permits Lender to make such a charge. Borrower and Lender may agree in writing at the time of execution of this Deed of Trust that interest on the Funds shall be paid to Borrower, and unless such agreement is made or applicable law requires such interest to be paid, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Lender shall give to Borrower, without charge, an annual accounting of the Funds showing credits and debits to the Funds and the purpose for which each debit to the Funds was made. The Funds are pledged as additional security for the sums secured by this Deed of Trust. If the amount of the Funds held by Lender, together with the future monthly installments of Funds payable prior to the due dates of taxes, assessments, insurance premiums and ground rents, shall exceed the amount required to pay said taxes, assessments, insurance premiums and ground rents as they fall due, such excess shall be, at Borrower's option, either promptly refald to Borrower or credited to Borrower on monthly installments of Funds. If the amount of the Funds held by Lender shal not be sufficient to pay taxes, assessments, Insurance premiums and ground rents as they fall due, Borrower shall pay to Lender any amount necessary to make up the deficiency in one or more payments as Lender may require. Upon payment in full of all sums secured by this Deed of Trust, Lender shall promptly refund to Borrower any Funds held by Lender. If under paragraph 17hereof the Property is sold or the Property is otherwise acquired by Lender, Lender shall apply, no later than Immediately prior to the sale of the Property or its acquisition by Lender, any Funds held by Lender at the time of application as a credit against the sums secured by this Deed of Trust. 3. Application of Payments. Unless applicable law provides otherwise, all payments received by Lender under the Note and paragraphs 1 and 2 hereof shall be applied by Lender first in payment of amounts payable to Lender by Borrower under paragraph 2 hereof, then to interest payable on the Note, and then to the principal of the Note. 4. Prior Mortgages and Deeds of Trust; Charges; Liens. Borrower shall perfonn all of Borrower's obligations under any mort~age, deed of trust or other security agreement with a lien which has priority over this Deed of Trust, including Borrower s covenants to make payments when due. Borrower shali payor cause to be pald all taxes, assessments and other charges, fines and Impositions attributable to the Property which may attain a priority over this Deed of Trust, and leasehold payments or ground rents, if any. 5. Hazard Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the tenn "extended coverage," and such other hazards as Lender may require and in such amounts and for such periods as Lender may require. The Insurance carrier providing the Insurance shall be chosen by Borrower subject to approval by Lender; provided, that such approval shall not be unreasonably withheld, All Insurance policies and renewals thereof shall be in a form acceptable to Lender and shall include a standard mortgage clause in favor of and in a fonn acceptable to Lender. Lender shall have the right to hold the policies and renewals thereof, subject to the tenns of any mortgage, deed of trust or other security agreement with a lien which has priority over this Deed of Trust. In the event ofloss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. If the Property is abandoned by Borrower, or if Borrower fails to respond to Lender within 30 days from the date notice is mailed by Lender to Borrower that the insurance carrier offers to settle a claim for insurance benefits, Lender is authorized to collect and apply the insurance proceeds at Lender's option either to restoration or repair of the Property or to the sums secured by this Deed of Trust. 6. Preservation and Maintenance of-Property; Leaseholds;'- Condominiums; Planned Unit Developments. Borrower shall keep the Property In good repair and shall not commit waste or permit Impairment or deterioration of the Property and shall comply with the provisions of any lease if this Deed of Trust is ona leasehold. If this Deed of Trust is on a unit In a condominium or a planned unit development, Borrower shall perfonn all of Borrower's obligations under the declaration or covenants creating or governing the condominium or .planned unit development, the by-laws and regulations of the condominium or planned unit development, and constituent documents. 7. Protection of Lender's Security. If Borrower fails to perfonn the covenants and afeements contained in this Deed of Trust, or if any action or proceeding is commenced which materially affects Lender s interest In the Property, then Lender, at Lender's option, upon notice to Borrower, may make such appearances, disburse such sums, including reasonable attorneys' fees, and take such action as is necessary to protect Lender's interest. If Lender required mortgage insurance as a condition of making the loan secured by thIs Deed of Trust, Borrower shall pay the premiums required to maintain such insurance in effect until such time as the requirement for such insurance terminates in accordance with Borrower's and Lender's written agreement or applicable law. . Any amounts disbursed by Lender pursuant to this paragraph 7, with interest thereon, at the Note rate, shall become additional indebtedness of Borrower secured by this Deed of Trust. Unless Borrower and Lender agree to other tenns of payment, such amounts shall be payable upon notice from Lender to Borrower requesting payment thereof. Nothing contained in this paragraph 7 shall require Lender to incur any expense or take any action hereunder. 8. Inspection. Lender may make or cause to be made reasonable entries upon and inspections of the Property, provided that Lender shall give Borrower notice prior to any such inspection specifying reasonable cause therefor related to Lender's interest in the Property. 9. Condemnation. The proceeds of any award or claim for damages, direct or consequential, In connection with any condemnation or other taking of the Property, or part thereof, or for conveyance in lieu of condemnation, are hereby assigned and shall be paid to Lender, subject to the tenns of any mortgage, deed of trust or other security agreement with a lien which has priority over this Deed of Trust. 10. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the time for payment or modification of amortization of the sums secured by this Deed of Trust granted by Lender to any successor in interest of Borrower shall not operate to release, in any manner, the liability of the original Borrower and Borrower's successors in VMP-76N(CO) (O'O7) Page2of4 Form 3806 interest. Lender shall not be required to commence proceedings against such successor or refuse to extend time for payment or otherwise modify amortization of the sums secured by this need of Trust by reason of any demand made by the original Borrower and Borrower's successors In interest. Any forbearance by Lender in exercising any rtght or remedy hereunder, or otherwise afforded by applicable law, shall not be a waiver of or preclude the exercise of any sucb right or remedy. 11. Successors and Assigns Bound; Joint and Several Liability; Co-signers. The covenants and agreements herein contained shall bind, and the rights hereunder shall inure to, the respective successors and assigns of Lender and Borrower, subject to the provisions of paragraph 16 hereof. All covenants and agreements of Borrower shall be joint and several. Any Borrower who co-signs this Deed of Trust, but does not execute the Note, (a) is co-signing this need of Trust only to grant and convey that Borrower's interest in the Property to Trustee under the terms of this need of Trust, (b) is not personally liable on the Note or under this need of Trust, and (c) agrees that Lender and any other Borrower hereunder may agree to extend, modify, forbear, or make any other accommodations with regard to the terms of this need of Trust or the Note, without that Borrower's consent and without releasing that Borrower or modifying this need of Trust as to that Borrower's Interest in the Property. 12. Notice. Except for any notice required under applicable law to be given in another manner, (a) any notice to Borrower provided for in this Deed of Trust shall be given by. delivering it or by mailing such notice by certified mail addressed to Borrower at the Property Address or at such other address as Borrower may designate by notice to Lender as provided herein, and (b) any notice to Lender shall be given by certified mail to Lender's address stated herein or to such other address as Lender may designate by notice to Borrower as provided herein. Any notice provided for in this need of Trust shall be deemed to have been given to Borrower or Lender when given in the manner designated herein. 13, Governing Law; Severability. The state and local laws applicable to this need of Trust shall be the laws of the jurisdictiol1 in which the Property is located. The foregoing sentence shall not limit the applicabl1i~ of federal law to this need of Trust. In tbe event that any provision or clause of this need of Trust or the Note conflicts With applicable law, such conflict shall not affect other provisions of this Deed of Trust or the Note which can be given effect without the conflicting provision, and to this end the provisions of this need of Trust and the Note are declared to be severable. As used herein, "costs," "expenses" and "attorneys' fees" include all sums to the extent not prohibited by applicable law or limited herein. 14. Borrower's Copy. Borrower shall be furnished a conformed copy of the Note and of this Deed of Trust at the time of execution or after recordation hereof. 15. Rehabilitation Loan Agreement. Borrower shall fulfill all of Borrower's obligations under any home rehabilitation, improvement, repair, or other loan agreement which Borrower enters Into with Lender. Lender, at Lender's option, may require Borrower to execute and deliver to Lender, in a form acceptable to Lender, an assignment of any rights, claims or defenses which Borrower may have against parties who supply labor, materials or services in connection with improvements made to the Property. 16. Transfer of the Property or a Beneficial Interest in Borrower. If all or any part of the Property or any interest in it is sold or transferred (or if a beneficial interest in Borrower is sold or transferred and Borrower is not a natural person) without Lender's prior written consent, Lender may, at its option, require immediate payment in full of all sums secured by this Deed of Trust. However, this option shall not be exercised by Lender if exercise is prohibited by federal law as of the date of this need of Trust. If Lender exercises this option, Lender shall give Borrower notice of acceleration. The nottce shall provide a period of not less than 30 days from the date the notice Is delivered or mailed within which Borrower must pay all sums secured by this need of Trust. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Deed of Trust without further notice or demand on Borrower. NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 17. Acceleration; Remedies. Except as provided in paragraph 16 hereof, upon Borrower's breach of any covenant or agreement of Borrower in this Deed of Trust, including the covenants to pay when due any sums secured by this Deed of Trust, Lender prior to acceleration shall give notice to Borrower as provided in paragraph 12 hereof specifying: (I) the breach; (2) the action required to cure such breach; (3) a date, not less than 20 days from the date the notice is mailed to Borrower, by which such breach must be cured; and (4) that failure to cure such breach on 01: before the date specified in the notice may result in acceleration of the sums secured by this Deed of Trust and sale of the Property. The notice shall further inform Borrower of the right to reinstate after acceleration and the right to bring a court action to assert the nonexistence of a default or any other defense of Borrower to acceleration and sale. If the breach is not cured on or before the date specified in the notice, Lender, at Lender's option, may declare all of the sums secured by this Deed of Trust to be immediately due and payable without further demand and may invoke the power of sale and any other remedies permitted by applicable law. Lender shall be entitled to collect all reasonable costs and expenses incurred in pursuing the remedies provided in this paragraph 17, including, but not limited to, reasonable attorneys' fees. If Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Lender shall mail a copy of such notice to Borrower as provided in paragraph 12 hereof, Trustee shall record a copy of such notice in tbe county.in which the Property is located. Trustee shall publish a notice of sale for the time and in the manner provided by applicable law and shall mail copies of such notice of sale in the manner prescribed by applicable law to Borrower and to the other persons prescribed by applicable law. After the lapse of such time as may be required by applicable law, Trustee, without demand on Borrower, shall sell the Property at public auction to the highest bidder for cash at the time and place and under the terms designated in the notice of sale in' onc or more parcels and in such order as Trustee may determine. Trustee may postpone sale of all or any parcel of the Property by public announcement at the time and place of any previously scheduled sale. Lender or Lender's designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's certificate describing the Property and the time when the purchaser will be entitled to Trustee's deed thereto. The recitals in the Trustee' s deed shall be prima facie evidence of the truth of the statements made thereIn. Trustee shall apply the proceeds of the sale in the following order: (a) to all reasonable costs and expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees and costs of title evidence; (b) to all sums secured by this Deed of Trust; and (c) the excess, if any, to the person or persons legally entitled thereto. 18. Borrower's Right to Reinstate. Notwithstanding Lender's acceleration of the sums secured by this Deed of Trust due to Borrower's breach, Borrower shall have the right to have any proceedings begun by Lender to enforce this need of Trust discontinued at any time prior to the earlier to occur of (i) the fifth day before sale of the Property pursuant to the power of sale contained in this need of Trust or (ii) entry of a judgment enforcing this Deed of Trust if: (a) Borrower pays Lender all sums which would be then due under this need of Trust and the Note had no acceleration occurred; (b) Borrower cures all breaches of any other covenants or agreements of Borrower contained in this need of Trust: (c) Borrower pays all reasonable expenses incurred by Lender and Trustee in enforcing the covenants and agreements of Borrower contained in VMP-76N(CO) (0307) Page 30'4 Form 3806 this Deed of Trust. and in enforcing Lender's and Trostee's remedies as provided in paragraph 17 hereof. including, but not limited to. (easonable attorneys' fees and Trustee's expenses and withdrawal fee; and (d) Borrower takes such action as Lender may reasonably require to assUre that the lien of this Deed of Trust, Lender's interest in the Property and Borrower's obligation to pay the sums secured by this Deed of Trust shall continue unimpaired. Upon such payment and cure by Borrower. this Deed of Trust and the obligations secured hereby shall remain in full force and effect as if no acceleration had occurred. 19. Assignment of Rents; Appointment of Receiver; Lender in Possession. As additional security hereunder, Borrower hereby assigns to Lender the rents of the Property. provided that Borrower shall. prior to acceleration under paragraph 17 hereof or abandonment of the Property. have the right to collect and retain such rents as they become due and payable. Upon acceleration under paragraph 17 hereof or abandonment of the Property, Lender, in person, by agent or by judicially appointed receiver shall be entitled to enter upon, take possession of and manage the Property and to collect the rents of the Property including those past due. All rents collected by Lender or the receiver shall be applied first to payment of the costs of management of the Property and collection of rents, including. but not limited to, receiver's fees, premiums on receiver's bonds and reasonable attorneys' fees. and then to the sums secured by this Deed of Trust. Lender and the receiver shall be liable to account only for those rents actually received. 20. Release. Upon payment of all sums secured by this Deed of Trust. Lender shall request Trustee to release this Deed of Trust and shall produce for Trustee duly cancelled all notes evidencing indebtedness secured by this Deed of Trust. Trustee shall release this Deed of Trust without further inquiry or liability. Borrower shall pay all costs of recordation, if any. and sball pay the statutory Trustee's fees. 21. Waiver of Homestead. Borrower hereby waives all right of homestead exemption in the Property. REQUEST FOR NOTICE. OF DEF AUL T AND FORECLOSURE UNDER SUPERIOR MORTGAGES OR DEEDS OF TRUST Borrower and Lender request the holder of auy mortgage. deed of trust or other encumbrance with a lien which has priority over this Deed of Trust to give Notice to Lender. at Lender's address set forth on page one of this Deed of Trust, of any default under the superior encumbrance and of any sale or other foreclosure action. IN WITNESS WHEREOF. Borrower has executed this Deed of Trust. .Witness -Witness N8L T PETERS (Seal) -Borrower (Seal) -Borrower (Seal) -Borrower (Seal) .Borrower (Seal) -Borrower (Seal) -Borrower (Seal) -Borrower (Seal) -Borrower STATE OF COLORADO The foregoing instrument was acknowledged before me this N8L T PETERS County ss: day of . by Witness my hand and official seal. My Commission Expires; Notary PubUc VMP-76N(CO) (0301) Page4of4 Form 3806