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HomeMy WebLinkAbout3811 Routt StreetCity of Wheat Ridge Residential Roofing PERMIT - 201700974 PERMIT NO: 201700974 ISSUED: 05/30/2017 JOB ADDRESS: 3811 Routt ST EXPIRES: 05/30/2018 JOB DESCRIPTION: Tear off 1 layer to deck and reroof 25 square Tamko Heritage 30 year dimensional & synthetic underlayment ice & water shield *** CONTACTS *** OWNER (303)423-3733 MOORE LAWRENCE R SUB (303)458-3790 Ronnie Smith & Cynthia Forney 022031 U.B. Code Roofing Consultants *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,500.00 FEES Total Valuation 0.00 �.-. Use Tax 117.00 Permit Fee 156.75 ** TOTAL ** 273.75 *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. 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 manufacturera€ms 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&#39;s 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. ' Occupancy/Type INSPECTION R CORD I INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Electrical Concrete Encased Ground (CEG) Sewer Service Foundation / P.E. Letter Plumbing Do Not Pour Concrete Prior I o Approval ur I ne Huove ins ecLivns Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing GI - li►r. KIM r_nupr I Inrlprnrnunrl nr Relow/ln-Slab Work Prior To Approval Of The Above Inspections Rough Inspections _ Date Inspector Initials Comments Wall Sheathing Mid -Roof GI 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 Roof rZ 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 uistnci anu elect ical 10w VO Lage by the Building Division. "For Inspection Time Window — Please email insptimeregueSt@Ci.Wlleatridge.Co.US by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201700974 PERMIT NO: 201700974 ISSUED: 05/30/2017 JOB ADDRESS: 3811 Routt ST EXPIRES: 05/30/2018 JOB DESCRIPTION: Tear off 1 layer to deck and reroof 25 square Tamko Heritage 30 year dimensional & synthetic underlayment ice & water shield *** CONTACTS *** OWNER (303)423-3733 MOORE LAWRENCE R SUB (303)458-3790 Ronnie Smith & Cynthia Forney 022031 U.B. Code Roofing Consultants *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,500.00 FEES Total Valuation 0.00 Use Tax 117.00 Permit Fee 156.75 ** TOTAL ** 273.75 *** 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) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. 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 manufacturera€TMs 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&#39;s technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201700974 PERMIT NO: 201700974 ISSUED: 05/30/2017 JOB ADDRESS: 3811 Routt ST EXPIRES: 05/30/2018 JOB DESCRIPTION: Tear off 1 layer to deck and reroof 25 square Tamko Heritage 30 year dimensional & synthetic underlayment ice & water shield I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner rf the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as pames to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of ff the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be permit for, or an approval of, an violation of any provision of any applicable codze or any ordinance or regulation of th' ris ictio .Approval of work is subject to field inspection. J U l7 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of �Wheat�dge ICOMMMIUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits 6a ci.wheatridae.co.us I FOR OFFICE USE ONLY I Date: Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner Email: L rMMV()P .CS'© &M&S r-,1 W. - Mailing Address: (if different than property address) Address: M 1 l arg l j" 57r Citv. State. Zip: Contact Person:,Phone: Phone: Contractor: ( .�rs.t1C3 R NA&mLWk.ro XN,c, Contractors City License Phone: 3fl3'�lSB' 3�y Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: -T D -tet ��' 0 'EC k d 0. a5 Q -MWk-D W2r1A�.P 30 y r- ��'M�hlSi Orli 'Ey�`r-keTIG Lfr4�tr L" ride t T e tlu)C4, e r Sly i Sq. Ft./LF Amps Btu's Gallons Squares Other Additional Project Value: (Must include all general and subcontracted work to be performed relat@d to revisions/amendments described above) $— Dc),00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under an}, permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE. (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINTNAME: Z���/� SIGNATURE: DATE: Avg,O�& ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received Water District ❑ Received Sanitation District ❑ Received ❑ Not Required ❑ Not Required ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Description of revised/amended work: `ortt� 1 � lJ �►��In rv+ tst eT/G r tq Ve Q)C4,rer- sh;e Sq. Ft./LF Amps Btu's Gallons Squares ea� Q Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ IX pD.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: t�1.1�- `i�'1�-- SIGNATURE: DATE: $44 4Ql0 2 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received Water District ❑ Received Sanitation District ❑ Received DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: ❑ Not Required ❑ Not Required ❑ Not Required Building Division Valuation: $ 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: 1Ry F Job Address: I t? 0 V tf. S� Permit Number: a 1-7 b G 9 '7 Pi'i�ovf� ? -A) u s: (- v P 4 7` C ❑ No one available for inspection: Time // /_,} AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector:' DO NOT REMOVE THIS NOTICE r i �J - I ��,,,�,, �CITY 'OF WHEAT`RIG Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �A I Job Address: 3 a I 1 0 ,,`�- Permit Number:,,, �",1 Z2 % t-4'' ❑ No one available for inspection: Time 3 1 AM/ Re -Inspection required: Yes *When corrections have been made, call for re -inspection at 303-234-5933 P Date:L Inspectors DO NOT REMOVE THIS NOTICE INSPECTION RECORD '° OccuDancv /Tvpe 'V INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. F o L� k" r „r e r' r INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB” FOUNDATION INSPECTIONS DATE INSPECTOR ' INITIALS COMMENTSC. Footings /Caissons Electrical (Underground) Drywall Screw Stemwall / (CEG!Concrete Encased Ground '. Plumbing (Underground) Reinforcing or Monolithic Electrical Weatherproof / French Drain Plumbing ., Sewer Service Lines Mechanical Water Service Lines Roof 7 dD JI K POUR NO CONCRETE UNTIL r CONCRETE SLAB FLOOR Insulation ) Electrical (Underground) Drywall Screw Plumbing (Underground) FINALS' Electrical Plumbing ., Heating (Underground) Mechanical Roof 7 dD JI Building Final DO NOT POUR FLOOR UNTIL A ROUGHS Fire Department Sheathing I ' 7—/I;-/A NCY NOR PERMISSION FOR OCCUPAN Y. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER (E HAS BEEN SIGNED /E HAS BEEN SIGNED. Framing -1 Insulation Drywall Screw FINALS' Electrical Plumbing Mechanical Roof 7 dD JI Building Final Fire Department ROW & Drainage :INSPECTIONS: FOR PLANNING S ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking $ Landscaping * 'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING .BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION ". OF A CERTIFICATE OF OCCUPAC is i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 1_�IA14_z != Job Address: a 67� r7" si Permit Number: .IO / i ❑ No one available for inspection: Time // ; /5' C .AM/PM Re- Inspection required: Yes No * When corrections have been made, call for re-inspection of 303 -234 -5933 Date: 7 W� / /rr Inspecto� �- DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 5811 s 7` Permit Number: /4 S9 A6r�r4d7d� 7 CI>� T'aav NS 571 7 /� a /,JS ��r�ssrr7"� 7'z' 1.�� ..�� %.tzJ • C1''"��ii4 -� I I ❑ No one available for inspection: Time AMV Re- Inspection required: es No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: sv Inspecto DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE A r Inspection Type: K OT „ Job Address: 521/ k6ul 51: Permit Number: N R r . � � ❑ No one available for inspection: Time f� AM% M Re- Inspection required: es No *When corrections have been made, call for r e - insp ction t 3 Date: • 2, / Inspector: 5c z � DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE � Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECT NOTICE Inspection Type: (" t �_"M q t fe v+ Job Address: 3A K6t j 5�1 Permit Number: F rura i ❑ No one available for inspection: _Time AM Re- Inspection required: Yes : o 'When corrections have been made, calf f re -insp fion a 303 -234 -5933 Date: f (1 Inspector: r f�, DO NOT REMOVE THIS NOTICE 3 INSPECTION TICKET JOB DDRESS DATE: r/ `3 4 BLDG. PERMITM PERMITN BLDG. CONTR. e'"""- SUBCONTRACTOR C ~ DATE INSP. REQ. TYPE OF INSP. _ INSPECTION MADE 7 ~ / REMARKS ~C5-u /LC-.,,w- y / - ( 2 6 S .7C"9V / t,, 6-1-4 ~ 3 G - j ~,y V W.R.FOPM 619 1 I ° 7 — City Of : J eat ,jge COM DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 * Fax: 303- 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Date: ��� G' � M Plan # Permit # PeO i zil Rrjv 11 SIA CCI Property Owner (please print): J,4yu [,Cade-(- I \, 1y)We6 Phone: (3a3) 4a3 -3)33 Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: /JwA6 0woy e t< Contractors City License #: Phone: Sub;Contracto_rs Electrical: Plumbing: Mechanical: City License # City License # City License # Des�rin'tion�r °�fa�ork) 1�CFnovE /Zo /ovlr 1K Art 2,>!ts q�n TR u;S�j ptz Contract Value: ub o 2r^sit7(�C _. s 2 Do � /�G/���dtF wi rd i1Gcd 2U ss�5- f2Gan�vG J2odrJa✓ts h� ��(y�I�,ILS Review Fee (due at time of submittal): d Af vpn' 1J /�1.//CF O.ol Lv 172eSsG3 i�fJ,tD�GG. $ � _ 1 '� Squares BTU's Gallons Amps Sq Ft. OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed . by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, casements or restrictions of record; that all measurements shown and allegations made are accurate; that Ihave read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: OW (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME : stGNATURE: oe - DATE: 0 O/ JOI D Bldg Valuation .L =.ZCJf :aleag APPROVED Subject to Field Inspections Wheat Ridge Building Dept. �~ Date.,/��!�' Signed. G�� •••••....,. .......Plan Checker Y d +µ py i L a �.1 d• .. t,r" j s k ae g j=s O � Q I � o N N I � N O APPROVED Subject to Field Inspections Wheat Ridge Building Dept. �~ Date.,/��!�' Signed. G�� •••••....,. .......Plan Checker O a x > O L a L 0 a m u_ w a '3 - o (D m L U L9L9•E6Z 9LZo9 00 `ianua0 'IS 81884S £0£S •aul suoi4nIoS plinBAa d +µ py a �.1 d• .. t,r" j EO O � Q I � o N N I � N O O a x > O L a L 0 a m u_ w a '3 - o (D m L U L9L9•E6Z 9LZo9 00 `ianua0 'IS 81884S £0£S •aul suoi4nIoS plinBAa i Keymark Engineering Job : 031 03> 2x Truss Calculations # of `trusses : 17 k Cover Letter Page 1 of I Company KeyBuild Solutions, inc Date : 05/21110 Reference Number: 0521142847 Truss Truss Truss Truss Truss 7 - G001 5 - Lem 9 - L005 13 - T008. 17 - T012 2 - G002 6 - L002 10 - T001 14 - T009 3 - G003 7 - L003 11 - T003 15 - T010 4 - G004 8 - L004 12 - T005 16 - T011 Keymark Engineering Detail Listing General notes included with sealed drawings 6707 Winchester Circle I Boulder, Colorado 803011303-443-8033 1 FAX 303 - 443 -2196 Web Site: www.keymark.com E -mail: eng@keymark.com KeyBuild© System Keyriuss� Keybuild Solutions Inc Truss: G001 Version: 4.15.30. [Build 36] 5805 Steele St. JobName:0310312R Denver, CO 80216 Designer: Faye 303 - 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10 02:34 PM Page: 11 2 SPAN PITCH Cry OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 32 -6 -0 6/12 1 0 -7 -2 0 -7 -2 0 -0 -0 0 -0 -0 2 12 in 154 fibs aA �A M th th z 51 00-0 - 1 ] 3 � �_. 4 -3 - -5 6 -4[ -3 - 4 - 3 4 4 2 -5 -8 00-0 ] 0 11 .. - 11 ] -_ 4 Reaction Summary JT I'we pre Cumbo pre Width Rnd BrC chi Max Eea Max UI'0 M MW' If M U1'f If I{ 18 Pm (W.19 1 5..r r0, n 2,01 1.91111 3,012165 - -1 �583Ik - 11511-1 -1.5831W arly 1211 Roll Net) aNet) 1 i 511-1 3.168 Ws - I649Ids -78lbs - 1.64916, 18 Pin IV✓ell) 2 5.5in 1DIia 3.012 ]be - - 1.58311.. -11512 - l,v`a31hs 4 8151111 N Pln(Wa11) 2 v Sltl 4.02111 3,168163 - - 1,649161 -7816, 1.649 Its Sms 16, Material Summary Bracing M Summary 1'G 9PFM2 as 4 HmdiN Sheathed or Purhss al S a d, Pullin tlesigtr by Others. P C HFSbd 2x 9 rati a Ik 2x0 W cbs HFSe,tl Kpng: Sher Or Pmlir,s.1100 -0, Pndin dvrcrgn6y Odgers. Loads Summary 1) 1 his tram has been scattered for ncceffens due w 1015flarmm cberd Ilse had 11.11 dead grad, 2) 6u11dartl LUadson Tnsg CarziN by Ih6 GWer: TC Livc -30 psf, TCOeed -10 p4: HC 61W -0,,f 13C 1)Gd -l0 paf. 3) 11a,— has seen deftsaej forthee ffel— fwltrd].ads rth nrbbfanlr will, ASCEI -OS w11L,Le follnwing nscr JennM input IlOmph,apum,m C.Onclmed,Gabtr/Hlp,nnlldhg Caregory II (1- LUU7. L =p =I. 250. tlntl Zone Tmss, 1111th entl webs cnnAtleml. OOh - I.(0, CC Znne WIJth 16.25 U. 4)Mlnln,umsmrage aum Whites lnaccnMance with IRC Table 83015 has been a,Phl Load Case Lrl: Std Live Load Distributed Loads t rbcr WratmnI LLIkn2 2L11 I'll Spread S I t EJL Wtll p 072 3312 gown Prof 61" GO p, Paint Loads Menther Lnralwn Dhed,bn Lead Trib Width pot 161 -0 RE 5191bs put 188 -14 D- 51J IU1 Load Case DI: Std Dead Load Distributed Loads 0 -12 13.12 Uuwn Rake m a -14 Vew. 3461hs Forces Summary Table hall"lcl Member lD. base Gab It. sxi.l falls dyes d.,r.farceif dliferenl brain. arlal tor.. 002: 15161 ( -Ilros) 13 5 0,401 2,51(s) Its 7 9 0,441 3,247 lb, I -2U 0,029 155Us 0234 8811.5 (91 had 15 6 0.390 - 2.87611-1 1410 0.385 2612161 MP35 2,219 his (1144 165) 15 15 0072 0.122 - 593161 0.848 0.175 46416, (- 12316,) 7-05 0.140 U.223 592 Us (-277 had) 0138 686 W1 :1180 "1-,33811.5 ( -1, 1941hs) Keymark En ineering, Inc. 6707Wh1c der Cle Bholdo, CalaradU 80301 25 May 2010 Load Case DI: Std Dead Load Distributed Loads 0 -12 13.12 Uuwn Rake m a -14 Vew. 3461hs Forces Summary Table hall"lcl Member lD. base Gab It. sxi.l falls dyes d.,r.farceif dliferenl brain. arlal tor.. 002: 15161 ( -Ilros) 13 5 0,401 2,51(s) Its 7 9 0,441 3,247 lb, I -2U 0,029 155Us 0234 8811.5 (91 had 15 6 0.390 - 2.87611-1 1410 0.385 2612161 MP35 2,219 his (1144 165) 15 15 0072 0.122 - 593161 0.848 0.175 46416, (- 12316,) 7-05 0.140 U.223 592 Us (-277 had) 0138 686 W1 :1180 "1-,33811.5 ( -1, 1941hs) Keymark En ineering, Inc. 6707Wh1c der Cle Bholdo, CalaradU 80301 25 May 2010 KeyBuild® System KeyTmss© Keybuild Solutions, Inc Truss: G002 Version: 4.15.30 [Build 361 5305 Steele St. ]obName:0310312R Denver, CO 80216 Designer: Faye 303- 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10 02:34 PM Page: I of 2 SPAN PITCH QTY OHL OHR CANT CANT PLYS SPACING WGT/PLY 27 -9 -0 6/12 1 0 -7 -2 0 -0 -0 0 -0 -0 0 -0 -0 2 12 in 13516s -74 2 -5 -8 2 8. 4 -1 21 _.._ 4 7 3 _- 4 -] -3 4 -08 4 7 3 f d a i I iii 1 1 Keyeaark En ]feeling, Inc. mm wi�'�rs erchne us loss Colorado 90301 Reaction Summary 0-0-0 2 -58 4 -0 -3 MaxMWPPSU n M C CUIJ M End ` 4 -7 -3 4 7 3 3 -56 0 -6 -4 4 -7 -3 4J -3 2 -3 -11 .1'"I as 1.364 In, 2 -58 ]�0�11 11 Pin(Wall) 2 5" in 1.531. 2,INI1Its 11q -03 16 -3 -0 Material Summary ..:Bracing 20 -10 -3 �- 25 -5 -5 27 -9 -0 Loading General SPPSPPN22 2x6 CSI Summary We tind Webs IlP Smtl 2x 4 2c Deflection L/ (loc Allowed Cartled LCnda (psp BId Cnie: Inc 2666]/ TC 6.36](35) 37 TIJS ass has been designetlfor lhecffenmfwlntl loads NacmNanrewifb A3C27- 05 with the followingumrdefined Vets TL 0 24 1. L /999 (13 -14) L /I3n ."d' LL: Load Case LEI: Std Live Load TPI1 -2002 BC: 0.43(13 -1A) Ven LL 0. L/999 (1314) LI'[40 TCDL: ID @als) De lnerfasc: Web: 0]5-167 (2 Cull 0 04 n 2L /999 D -1) 2L/13n HCL L: 0 p.OL D0,L: 11 IIS% Distributed Loads n0hi TE (;art On L LL OL21n 1IP 2L 1999 (1 1) 21. /I8a .A A Ble_ iii 1 1 Keyeaark En ]feeling, Inc. mm wi�'�rs erchne us loss Colorado 90301 Reaction Summary IT 3Yoe Brn Cnmbo &e Width Rnd Bm Wicar A4ax Rwc Max Grav Un6 MaxMWPPSU n M C CUIJ M End ` 1] Pln(Waut 1 iila Ltl3N 2.]]9165' 691hs -130 tics -L469 Its 89 its 1111 poll[ Wall) 1 5s in 1,641n 2,705 Its - .1'"I as 1.364 In, 17 Put p4alb 2 5.5 In 1,83 in 2,883 In - 1.520 Its -124 has 1,520 Ina 4.232 Its 11 Pin(Wall) 2 5" in 1.531. 2,INI1Its 1,312 Its - 1,312 has 2.11316s Material Summary ..:Bracing ry I C x 4 It Bradng. SheatlfM or P arlbas s of by SPPSPPN22 2x6 S Summa BC 10 Pur ntlegpl Bradng: hraWMm Piulnn 1990. Pntlin design by plhers. Doom We tind Webs IlP Smtl 2x 4 2c � Loads Summary 1) This bus has been desguad for Ne sums one to 10 pef bo0nmcherd the load Plus dead leads. 2) 3tantlmtl Wads oo Tnisscs Ca.IM Iryfhis GuJu: TC I.Iw- 3o psp TC Dead - In psf, BC LIrc- 9 psb BC Dead. -10 ysL 37 TIJS ass has been designetlfor lhecffenmfwlntl loads NacmNanrewifb A3C27- 05 with the followingumrdefined lopol: IlOmph,&pW im C,EncNsM,GablMlip.fillgdlug Caug"' 110 - InCh I =B>L =25 ft, End Zune Tmss. Each end xehe conandered. D0L -1.6n, CC Zwte Widtb 13 8fc 4) Mlnlnntm stung ante luedlnp lnaantd cs with let Table R301.5 has been applied Load Case LEI: Std Live Load Distributed Loads Menem locaanmt 1 Lesson. 2 Direction Snreatl Stan L.atl End Ir J T b Width lop -9H 0A0 povnt PJ. GO plr Gil pif Paint Loads Member Location Dne ion Wed Eric Width B. IGSa Dnwn 51916s dot I8 -8 -14 Doves 519 its Load Case Dl: Std Dead Load Distributed Loads Member LormlonI I.ocatlen2 Direcnnn Spmad Stan ad E Load b W J Twtll But 090 G7 -90 Dovnt Rake l plf 10 Elf Top 0.7 -2 2790 Dest Rake 10 If 10 elf Point Loads no o' "llon Ea lon Lord Er W But I6-5 -9 Duren 346Ibs Bol 188 -14 Dex'n 346 1],, Member Forces Summary T ln dleat .: Mesoderm cons CSI. maxaxlalEase. h unc t P forc connector fou h f TC 118-1 0,029 151bs ( Il lot) 1 2 3 0,349 2.213 Its 15 6 0.349 2.489 Ns 179 0.345 2.550 Its 51- 25 May 2010 210 0.754 2.001 Its ( -1,042 to,) 5 -14 9,071 MR Its 9 -13 6 19 405 76Ihs (523 NUJ 116 O.IW 531 It, 1 31 14 0.719 1910165 (8721bs) 1 0 -12 0003 - 10081is 3 -15 0.142 377 It, (- 186lhs) 7 6003. 3891M1s 1012 0517 13731im (697 le) Notes: 1) When fills mass his beu¢M1men for mtawy asssuranw inspeclult (Ite plan Placement Method p,, II'l 12002/Als buill be.md. 2) The and ofeverycberd regnant shell be braced laterally Peryendlcalar to the Plane uftho lmss. Lateral brares stall be installed real.. 6' office end of each chord regnant KeyBuild@ System KeyTmss® Keybuild Solutions, Inc Truss: G002 Version: 4.15.30 [Build 36] 5305 Steele SL JobName:0310312R Denver, CO 80216 Designer: Faye 303 - 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10 02:34 PM Page: 2 of 2 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 27 -9 -0 6/12 1 0 -7 -2 0 -0 -0 0 -0 -0 0 -0 -0 2 12 in 1351bs 3) earn Wheat lu we approve. deal Ile. n The forts9mwufor 016 multi ply It are.per ply ad the reavlons at, for all plies. Two Inboun broasshall be. hull, and adached as fullo row of I ro of Wd Nails or Ctm Nails Imin.12 "'x2M"I to 1216 or BC- 2 staggered Tows of 10d Nails or Gnn Nails Ian .12 "x2718'7 @I2 io or, Was -1,' 1W Nedsnr Gnn Nate bal12 "o 701 C91n oc 5) Pawners are 1I7N for a simply supported rifitiney pool Iass.If the miss is not simply Inspected a 1wland pofit loads aubt. Le point loadsan al coug9atly spaced orgt,,ar Na 21' of, fall'—' mlesl be si A by 0e inns engineer 6 Where ornedoJ..afOcia, haoeerx kall be provided (by others) to —11, For peen, Art D head tdn asxew.stnalls onone abn do al,lip Luas. S¢eeYnailn shall II heated in Ike same,mas ply that 11.1 barns are thitherto, 8) Lateral bracing alull bealuched to seek ply. 9) All (aslene[s mishatia -Ili! lung. unless onotw6e ruled. 10) Nails a la and 2nd ply shall be Militant] from accesme pile by IY211m nail ops,l,g. 11)a tlple 'land hesob, tlo. 12) Listed wiled uplift reactions based on MWPRS & C &C loading Elevation Table: XLoa,ion: Top Chord: Bono. Chad Xlnation: Ton ho.d.. Bolton Clloid XLaretibn: Too Chord'. Boron Chord: XLesso- Ton Chord: Bottum Chad: 072 7 "0l1 3�lO11 11 11 1630 fly -11 356 2155 3 -to 1 -1 -13 Mmi '.,,, 043, llll-0 9312' . , - ,4Lhp2 ,JtYb w:tb3 62[2 2394 :2738 2- 1 -7 -' 2 `vfl 1 "fi "15 000 11713 622 2 -39 239 -19 A -10 "12 1i -15 -" 2190 2 811 Aray For, lonsioball he LalNM totLemcnw asona'.Irc. 'I1.I1 brown is fwxn ladledual buildialo annno ona.). It if baW unaprcifradras a,bod by the Tra.I niynm an colsoned In ao-osir —bl[ TPI'. 121111 end 16e 2601 MasonaM1IMN.N.iotc— dsh,I, onumnl proor amragoflNmmwlon plovldW byWa Tots no9gm,. Cln1[msiun hose hewJOM by LUIIJNgdnt,.C— , dinartia N ml mminanally1 —alW f[ by Ilia m6was. IM looddlip KeymarlC Engineering, Inc. salon obar 1 -JIm. IIF 'II WI nitlM l & 'toe IJi NIIy rmrrM 11 IoWlbcgl tlby -P411. LI.L IIJI A.Nen.L Iprna I[Ji IWIMI' Illh mi by 1. Iwllm[ 6707 Windi,slu Cimle JleallJ lg dl IIY' N I t I. Br Lg r 1 f J J 1 W IY n'[I dlckll g loath. it I, not v,sed or no,al Laos pasta b IL boding d y boariaelorl, 1, by Isn. error Farailder, colonel 80301 BC Ise MIN JII b' J In.O IIIYIw hpM rlAh f Il lip 1m16 Pf G ( Ial6 yea en l tlaGbnlH III M PPIIM I. 'Flay — II e T IIbI Ilni ,a 'I ,JJ ess L b[ d II [[1996 1_ M Ifabf od M1 t ,NO connecto 0 1 VI IWILL f Mbyn bl I NNn IRSR "I¢42)PI 1111e'pl IIN bo I f lot II 16il' tll SI II ns III 11 1J1 Than PP rIIM ni f U II mk 'I1Le ^`I 1 fTPI It II Ig "P' f feslo nlm ml W'I Itl lm lebisr M s a&'9 sow Fr 111M I. ,, PAIR co, 000l It lavl1ldlutn pm notation Yu Y raryn tdmlPJldwl'.I11e Id n aLlll Ya JUw o[1 sw W1 fw.nYPwr lc la[b Llh lgJS'bi la lrn5pll¢I611 YOf lrh ltl nFMslNn lxm Aft I "2p12CIuP e[L..o Key6uild® System KeyTmssOo Keybuild Solutions, Inc Truss: G003 Version: 4.15.30 [Build 36] 5305 Steele St. JobName:0310312R Denver, CO 80216 Designer: Faye 303- 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10..02:34 PM Page: I of 2 SPAN PITCH QTY OHL OHR CANTL CANT PLYS SPACING WGT/PLY 5 -3 -0 0/12 1 0 -0 -0 0 -0 -0 0 -0 -0 0 -0 -0 2 12 in 2916s 5 -3 0 0 5 -3 -0 3 39 r 3x5. 2x41 0 -00 00 -0 5 -3 -0 .. 30 Loading General CSI Summary tio L/ (lac) Allowed Deflecn C I (psQ Gene IRC MW 1C pl V ITL n 1.1999 (3 4) 1.1120 ICI red _ 30 1'P11 -2002 BC 0 (14) Veo LL: 0,031n 11999 E4) L1180 TCDL' 10 Rp ME Entries: No Web 015(14) IIrTL: 0 I 3 r 111 0 nCDI' to \ W p N 3 fl n) (31 [ Boo) (q &tl5tle1 ^ � W =� Reaction Summary MaxR 19 Type Brg Wld pm COnlLo lt RaJBm Wialh Mix Gray Uplift Max MWFRSUplift Max CF,C Uplift Max Men Honz n A Pin (Terse) 1 1.5m 11,11111 8a416s 4121hs .91216s 1201bs � .�� 1 G 3 H Roll trnlasl 1 1.51n 15a N Ba41hs - -412 N - -412 the - S at J . !Q 4 Material Summary Bracing Summa - . '44 1C sPP 122x4 TC6actor: Stores] R2do lb301 Iln design try 0lhen. � �F s S BC HFSI JWIIPQ2x6 BCBacing Sb dd Iurlinsl 1000 retire design by Others. /// .. \\ Loads Summary 1)IDiv truss lot been des igned "my CuldedbY d antles I CI pub bovom cof.]CDead top plusdead loads. 2 )SIW JLd C' Nbylhl GW II 3o yr.ICB.tl PBCL Cpsf Br Dead Mil)p 3)Thl . I .h T O w d pp df M1. End Zon f ill d d remar keted, 0 1, -nh Wllgl reC r.alosM,Ceble/HIp,BUlltlmg 25 May 2010 4)Ml Mnd Inabol slM C fib Iodine 'a awoNv ce w lRC Table Jeers M1asbee le,phN lfo CC Zone Widh283p Load Case LrI: Std Live Load Distributed Loads Member Loodionl Inordoz Enrolled Spend St. I d End l d TrIb spado Be 000 5do Dawn Net Ir.L5plf FZSplf Top On-o 530 Bowe Prol 3a per 30 per 12 in Load Case DI: Std Dead Load Distributed Loads Member forbore Locaelan2 DIreaded S edit SIanL tl FJLOd T'b\tid per 000 530 Down PrJ 111Billf 111.671)lf Tap our 530 Down pro lo"r 10 par 12 in But 000 59.0 Be". Pmi to pit I par 12 in Member Forces Summary Table hwioalrs:Memo,, ID,,b. CSI. m+x anal force upon mmpr. force lfallferent from nax under rose) TC 112 0.135 41 Ila (14 to,) BC 34 eta[ n l line ( -I, ad" i wens It.a Gina (53 to,) tan (15 -3816s )[d 0.197 o41bs ("a per Notes: 1) Word Coe mecr has bece unit or really le araece hu events, the for, Placement Method per TPI I- 2o021A3.2 shall be used. 2) Tmss In how mnnecuon is for oraphlcal damonCtatian only. Truss to Ness conneodon deslWl by Noss manaracmrer. 3)I'rwwe adequate dradnagc to prevent pondlm. 9) Thewd oravrrychoN segment shall ho brared IanmaOy perpmwlatlar m ILeplane nrlhe Mess. Islmal Maces shell be Itmalled wlnln B' of aleend o[earJe deoN svlprenl. 5) arms bmtmn dmrJ with apeoved,hternil . 6) The to. ileown for Ink n ula ply Imssare per ply and the towards am for all plies. Two Idemirsl ansea shall be bull) and attached as follovm TC -1 row of led Where Can ERIS hard .12' "x2 718 ") @ 121n oc. BC -2 weemned mws of load Neils or Gun Neils bnin Wcbs s mw lad Nails or Glm NaBS lenin.l2' "x2118" @ 9 in o 7)Famenelswc simdfora slmplynpPor tea nnlfomllyloaJed ws.IflM1emess isnot slmplYmlpponW ur isolatM polm loads etlsL i.a point loadsare tort ansinmtlyspeceC orgreatertM1en 2A "oq feslvners must he stud bythevusscnPJnc 9 ) Wlmrere sonsv ma . angms. net t,11,1 Scrov ere) than mom c 10) aamhe . in eeslae: we of ip Vass. sawNnade shell be installed in the name am, ply Wal lea hall ere labelled m. lo) Al la - e1b2tlngwewme 2laanea e face pg. III All rearnat d ,o Ply a 2 .112" a ala p,rol himar a es aoten. 12) Listed tlwliel.a antl2ea.dull Le doil retl RUmxccgvfpllu by l21Le nail spachly 13)hktend atoll menions haled on M \NIPS RCFC landing. Keymark Engineerin Inc. GBR Windestr Ciro Boulder, Colorado 80301 KeyBuild@ System KeyTrussO Keybuild Solutions, Inc Truss: G003 Version: 4.15.30 [Build 36] 5305 Steele St. JobName:0310312R Denver, CO 80216 Designer: Faye 303- 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10 02:34 PM Page: 2 of 2 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 5 -3 -0 0/12 I 0 -0 -0 0 -0 -0 0 -0 -0 0 -0 -0 2 12 in 29lbs Elevation Table: x lnrxllnn: C I'oP hord onnom CLOrJ: xu.aun: Tou Chord: Bmmm Chord' 0.00 q25 ouu 530 q25 ORa 1sdit 111 brr rlM ni aNalr IaNa lb llL h' � ( ) 1 'n cml xynn- P.IaM by I.T awls xMprr reJ -'ow wlniPl.lt e.ueJwzWl tlN 'L'1 Yt Wf J yf J 1 N. bib IItl16d p..l 1 11Y KeymarkEnrgineerng, Inc. Ne.0 Pa x Mf bYJ 0 nrbullN II M byxVNln�blr hulltlln tnh Gnnernl M51 WI ^N lY m im IImJL Lb m I1h IIJIligtl 1pL tl6 111 by l ItoO� f aM rI rvlllµ tl...tl Uu LL B11dc COlomdo Moo PPIYI . xny J III &mµe.lM .,1x11 Li. 19A51. J. ffhLlI M11(UNOLCmxmml I II Lf l LFI M.IPrtd PI M1f1.Ytl uso�ll w pvw fany pghleuler LU l tllnRartlG if llw mrymlLl N rleL�iiilao Mq .aim llJwhM�n. rear p' ufpmfnyw�I mum iR e�s�rr. blllry.Ilyf�Jw rvti rmn�rc anlNn.lox'n. TLe N R N pt AN51/n'IILW2 CIuV ee 2. KeyBuild® System - -- KeyTwssOo Keybuild Solutions, Inc Truss: G004 Version- 4.15.30 [Build 34] 5305 Steele St. ]o6Name:0310312R Denver, CO 80216 Designer: Faye 303- 293 -8787 FAX 303 -293 -8801 Date: 05/21/10 02:34 PM Page: 1 of 2 SPAN PITCH QTY OHL OHR CANT CANT PLYS SPACING WGT/PLY 5 -3 -0 0/12 1 0 -0 -0 0 -0 -0 0 -0 -0 0 -0 -0 2 12 in 31 lbs 5 3 -0 530 5-30 31 - 2g41 3x1- 2A 1 0-00 0-00 1 5 -3 - 0 _. 530__ _ 'Loading General CSI Summary Deflection L/ (hoc) Allowed C Itll dIIrsU Bid, Cod WC 2000/ TC 014(12) VerIlz RIM fin L /722 (3a) 1,1120 TCLL: 30 TPI1 -May (138(3-0) .Len LL: 0.0512 L/999 (3q) L 18 � • 8/� ! ? TCOI B ML 10 RI case:b 020 (l A) H rz IL: Uln 3 BOLL. 0 DOL' 11 We 115% • BCDL 10 d •• aya� PII On UneX.Y,A I fll- 1[.3890.1 (2:3 tl3 tl0.) (3:I IL 5-8.W) (43fl5ft91 :O rQA� Reaction Summary z V: p If Tvpe Brg Cwnbu Brg WIdM1 ROJ& Wltlh Mix Roc M G UI❑ x PR Ill M' I'6 10 M' H 4 Pm rfmss) 1 I51n IiU In 1.108Ibs - 11 -571 NS I411bs � .Q i 12526 311fellor s,) 1 1,51u Lich 1,1981bs - - 571 Its - 571 I �• (�. Material Summary Beating Summa Q„r: TO SPP02 2x 4 'rCB Ing: SLrall ed or ['wtus Wr b I630 P II design try Ogles SI'F 2 82x6 BC Bodo, Sheathed orPrlumt 100 0.Prlin design by OWers / �� • P u 51tl 9 / •• �a``` 9 Loads Summary If O Thi l i h as b codified f II rc isdo. 1 Li n could bar, 2)S atlL Tr. CanNby :TLL 3Up,[T Ewith the -Op B do u ga ea d >mp,f. 4 37 Tinted i b'es been designed for Neeffmso[wind loads NacmrJancnwl @AS70 )OI- = Ib3 0,lhofoll Vedd1 inpol: 110 mph, lipm'nreC, Bndmed. CabIPIHip, BUl Inc Camgoryll (1=1.00), M1=Bd. 25 9. Bnd Zone Truss,RC Tablle le8 webs 5 his been DOL ].60, CC Znne WItlOt 2G3 ❑. Load C ase Lre anic loadings Load nce l eat TaM1301. 5 Las ben aPPlletl 25 May 2010 Load Case Lrl: Std Live Load J IYI Y L 1 Distributed Loads Merger _ Lofaft - 2 I Loralinn Di""on Somad Slan Tried Pd oad 'rib W air Bul can 'v 30 now P J M3]`a plf 243]5 pig Top OOU 5 -3 -D Dawn P J Kof 30 psf 12 in Load Case Dl: Std Dead Load Distributed Loads Member Loudon 1 Location 2 2. lion Samad San Loaf Fund Load T L Width Be, -09-0 531 Amen P J Mob pit 162's p1[ Top 000 530 Dews, P J 10 psf 10 psf 121n Bel 000 53.0 Down PrJ IU lrsr 10 PIT ¢m Member Forces Summary Tamel nmurm�MemhmlD. tnaxcsl, r maxXOntprraraedalrcerenlrronlntixa >valror «1 TC 12 3a 4816, los I Be 34 2334 481bs ( -161L{ W M IlA U.1 U.LUG. XC lbs (- `v3lbsft29 U.m3 -081L. (23 U.IJ) .681. 'rem N,) Notes: 11 WI d' - co has been chosen f 9 Ily' ravicel¢PecOm fine l'11 PI tMd d per TPI120goA32 shall Lensed. 2)T . dom controlled is for graphical lmerprelaxor ody Tmss totons wnnraft- design by brods manafadamr. 3) Baltic Ito ia, dole,gc to prmem pending. 4)1'he end or every chord supout shag bo around Worlld, perymdicnlanU the plan of the muss. laleml braces, tall be installed off].6 "Inth, end agenda thamd segment. 5) Bruce boom. dtmd in appmeld9teaNing. 0 fine forces shown for (his call I plYlmse are Per ply and the reactions ar, for all plies. Two Idenllecl uttssessltall be built antl mmched as folluws:'fC -1 row or led Nalls or Gnn Nails bnln.l2 "x2 LX "1 He 12 In cc. 3C tongued lass of IN Nails or Gun Nails Im1n 12'x2 7 /8 "1© 915 W UC, We bo s dup lOtl Nails or o l c o us Jn.la "x 11 not 912 ac NWlere I'edsulllcimsthy sp n p s hll beprov Iyt dGi W) 1 l ply pporfel w lwlaleJ point loads exkU.e pOlvl loads arenol mnssstcnlly pe d rgrealer Wan 21'oc friarvrs must hin hylLe WS'englnexr. 911 tall fluencedmialleo .si do not nipb rut Sredsomils,hallb I .i W Wuesm n muse 1071e1me1 Lradngsball be auacM1edmeatlt VlYP ptyThal lire coultars are anached m, 11) All fasteners minimum 22Moore unless Ulhenvle noWJ. 12) Nails In Island 2nd ply shall encountered gmmsucccesive plirs by Is file nail spacing 13) Listed wind uplift brac0ons based on MWFTS R CRC lending. Keymark En ineering, Inc. 6707 War tour cable Bouncing. Colorado 80301 " KeyBuild® System KeyTruss© Keybuild Solutions, Inc Truss: 0004 Version: 4. 15.30 [Build 341 5305 Steele St. JobName:0310312R Denver, CO 80216 Designee Faye 303 - 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10 02:34 PM Page: 2 of 2 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 5 -3 -0 0/12 1 0 -0 -0 0 -0 -0 0 -0 -0 0 -0 -0 2 12 in 31 Its Elevation Table: X In[a11Un: Too Clmrd: 6Uaum CM1Ord' XL—wa Ton L kloIr Chod 111 U -0.fl A -1U "19 000 530 q -IU -13 A d, ^IIL M1^Jp/Iil II Lef IN I.. Il l'J[¢yi f � I II JeIL 11JI R. P"'I ( ') 1 '6M ,I If' ¢PmNdii M1Y hel u."- -Il ", MI .[e lU R1:1 lee .1 be ?11111 Ml stlnlpJ 13nJ.M1 pn gbllly N( I. yf'f 1 I Idil Ly 1.Th UIb U' I II be I'�Ib)b 11JL1Ra¢IpJIe.L Lm Jfo byl."II Inc. Keymarl(E" pJeR.l IIWIy' II 11"'R 1la^ilyumAll ll tll6 ss RR W IIMII 1 tNil 1 IJ �.. 6tl 1 ¢dR^II1M Ly yyll Llb ltllA!J C Rluilw [IwA.q 9l hela eallyb WLyI frRmr fi'(OJWIn(Ile.[IH Lv[Ie cycle sLee11Jn6J -IY' bni oll,euim nn N, nrec bl Il u"'A"e (IJl ldl Innrn¢mlyoMU[e lrv[kl bl lyl.I1. 'Jk Il Jb 1lµ JI Irv11dnRJnlRnbnl6 'IJII LyW.'Refry b9CSI91( uwvJiJ rvsshin1llry,a Je�a'Ilun.p nd al VlYlwJa heynrzl IIJ f rs."AM]rynwn 1-1.6 1, In [u "er folder W.dO M301 Pl nnlmm I'Sb lxn MJ_IA lnvtlsila111ry Le - pplN M 'qT IIIMI NaIWI Pb JM Ub L d. 111.19. II. Clbl W (UN IJC 'o pk IIIM I. IN LJ WbIM -IPmi lany T-SR "I% u IAIl ;PPIIM b>I f - f IJ PI JI Im15 I' m IJI I 6N 51 'll 11 pl el II yar 11 1 I .pl yll T yk Il hr J J1 pl NI J ..x111 Ile. - fi 6` 111 bet Jei t VIc pyurt_Th.. I I Jrew�lxl ex es NprvfmlowlrG —f1 CII •IaM1IIIY S pyld (d p' d'tllglagn¢bPIY -IOy Or lnv sw qre JU wb¢w _Tbo ry IVTCUIV M1iIldnly JS IP .1 ®yps LIL1Y�r11edliJlnO d¢V µrAN41/fpl l- 2UU2LIUp ir2. KeyBuild® System Key'Fr Version: 4.15.30 [Build 341 Ke build Solutions, Inc Y T 1.�� 5305 Steele $t. JbNam obName:031031 2R Denver, CO 80216 Designer: Faye 303 - 293 -8787 FAX 303 - 293 -8801 Date: 0521/10 02:34 PM Page: 1 of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 12 -9 -0 6112 1 0 -7 -2 0 -7 -2 0 -0 -0 0 -0 -0 1 12 in 54 Its 13 -11 -4 22 -12 4 -1 -12 4 -1 -12 2 -2 -12 1 1 072 2 -2 -12 6 - -9 0 -64 12 -90 4X T 612. - 126 N! x5 �A 3r251 3x45\ 9 L 10 7 _ 3x9 - 000 F. -- L2 -1 4.1.12 4.1 -12 2 -2 -12 000 2 -2 -12 6 481064 12 -9 -0 Loading General CSI Summary Deflection L/ (loc Allowed TOLL 3opsf Bldg Cod IRC 20Ml 1C 029(45) Val TL: am L1999 IIB O (f. -7J L s '30 psf 1'1'11 7N, BC 012(54) VrtLL: 011 L /900 7 6/240 TCDL 10,f(rdk RpMflrl se:No Wb All) (4 C 1IOH TL Mlle 111999 (55) 211180 {e�C} LL Opvf BO DO.L II`v'M Cant 10111 "I. Om 211999 (55) 2411 so •••� � i�� I1C0L 1 0 f Bri a �1 A -. J� YII VII 1 (In1.X,Y,A 1 (1.3 -0,2001 IZ1- 123421) (3'Gn3 0) (41 -L3 29) (53-0'5 1 1 la 1 VI• �2 ��. Reaction Summary = V %0 p I'1' Type BreComlw Br5 ardor Wdl Max Read M ( M M IR M' In M UI( M H =4. 12526 8 Pln (Wale 1 55m 1.50 in 45511s 146 add 306NS 3961bs 71Ls G'J�" � a H12al1 ewdl1 1 ss in 15om 4551M - 146 his M His 396 lb S.p• J Material Summa ry Bracing Summary TC SPr 12 2x 4 TCN rJ g SL. II d car I P L J - gnby 016e1s. .:Ov PF q[ Lx 4 Shouted llre 1 100 0, BCB 1 6: lhl P 11 100I Ign bYOiLers QA •. �.� v `� Wells We 51d 2x4 1 I tl y. Y Loads Su `,a` Jv(� u mmary I f y lull leas 6 desig moa d b l J 1 d been tl 111 ASCh7 -ns pt l a rosined > d input 3 0p ].ad. N(Y Cl lsotl Bely,a rlt t . ].ad. NOTE. COnsery C g all ar l ff . .I been iwed ana tire ground so w load l been sold f rooslow load 001 I lrv. .o r a 3o tl f w Ignored roof amo,l oa DO I Iflle m from g designer tlfy snow loads, momnOg 2l 2 ) To ban. de signed toaccou t Building o debt, 3) This k moss e e fforts of las been testified for the accou of and in aao dam Ill A es. 3 MS M1as6een degnetl f effads of lntl Maas N mance wllLSCB7- Ib0. CC e Poll Vd 6Mft .ned lnpuc osnrc C, EoslGahl SCE7 110 mp11. Fxp 25 May 2010 nd, NHip. Building 4) legoryll 0 nrrWa lnclo h =B leading In acft. Bnle nine Tens,.RCT.ble able R301 has be en. 001, =1 fo. CC Zone WIJN G 38 R. A)Minilvumstmgeaeding mrdaneew11M1 1RCT R30L M1us been applied Member Forces Summary ]able mitt Member ID, alas CSI. loss du: lal farce, onax credit. force lfaafeu from area, asolforce) TC 9.1 0 I41hs 23 0 N -1 "B" 4 -5 0,237 LI7 Ne 12 0137 03 217 Ina 3A 11190 - 1791hs 5 -10 0036 1416s IX' 5a 011R L3516s - 1151bid e7 UID3 2fl5 Ns (- 5hs 76 '3516s (11511" ) 6 251 ( 5167 I nm11w L .1-7 0.037 131Ib In I2R 0066 Ia (17fl ILS)I47 MflG 228lbe (- V9Its)I 22fl s 177115) 46 0.102 AlO lbs Notes: 1) Gable wets food .116 "Of. U.N.O. 2) Much snbchual gable blocks win 2.4 20ga plales, DN,O, 3) T b¢ bass len, Is,. broaded for in- plane wind learn be. For out of plane wind loading infer to BCS1 -BG fourlabea by the WlCA. 4) Men tills wss has been chosen for goallg asellenre lospectlon. the Plate Plammem Met per All l 20021n3.2 shall be used a The end ofeen,coord segment stall bebaeed lumally 111bllalvr to the plane ofilm as lalelalbalcs shell be Installed wi0l'ul6 "of lAeena ofeaeLelmrd segnene. Iy LlsteJ wind upliftreacanns based on MWFRS &C &Cloatling Elevation Table: X hnralion: Top CLnrd: Bmmm ClmrJ: 41- flies, Ton C Bosom Chom: XLlmtian: Ton Clead Bmtnm Closer XLminumm To, Chola: Bosom Chard: 1/72 H, 1-`v9 too 106.4 159 000 1342 G0 0" 099 1 ,., 00-0 ! - AmpyNl J�1 -IIM( tIM r B'tl snt( AJ -Ib liJl Ixp [ 1- IArdxrl pxl6.l p,mfiJWLYJ T n_IS arvlpa( JI G II felt I Lpp2JJ 26tl1 dI enal ad.A 1 ILIy" M( yflS Lyl l' 'l ib Ill a1-11 Lr NM h'bn C - Keymark Engineering, Inc. nmNdd bJ: bnr Pd6' gun Nfo Ly be 11 .T.6,IIINnI; drslsm' +All l l s. 6y nrdl IJ6.11 Ja I e J tl10 N I'Jl,yq Mhy ppll bl Widish r¢4s. C�mternl Ja IWILl emllyb MLy I. (rllivr 6767 Waverer Circle. il wellJry,.d 1, I vt. N, n b, M,a l ( I' 1 ppn II dlNJud 1n ly ell n ar yl yl. k tloelalcM owl bratl sormm. II61Im ben1U L �H111. Ly I.;. Refer B � ea all b' J n d Wl dx f... ll b Faster, Colorado 60301 ..hd bl all pe Jbki pl' -C force adsgma. ma d ded, Malull M pull J mal day Tr ore L Tr WI WI - JIN II pd volJda ay,L mhr 11141JM I - 0. ((bd'I 1_ M lervn (II IJ.OIC pl IWIh f. MbTCbIMmIP+dnaa ([$R -IW2) PI IIM p1IIN lull(._ f '1 hll PU di conas sit hall haar 5ar. are) norted.don Fund p1irotor Tatea, tall he r-,,. cal aufficapal I' wee urra, ule U FCo. smM N4 rhnng^ III Lep eM I upon Peal a 1 drml Rl Nan' ry' nfpme.aidel eag mJSIn 161111 II f Lava ye pywl her any park lal LWbLbdrsan 11 to mks elollynB le Wide, done rfar AN51 /Ber 1.2002 sister 2. tam Y Y rn npn rn desly il✓rv.'n. T KeyBuildOO System KeyTnlssm Keybuild Solutions, Inc Truss: L002 Version: 4.15.30 [Build 361 5305 Steele St. ]obName:0310312R Denver, CO 80216 Designer: Faye 303 - 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10 02:34 PM. Page: 1 of 2 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 32 -6 -0 6/12 1 0 -7 -2 0 -7 -2 0 -0 -0 0 -0 -0 1 12 in 1871bs 33&4 T� 16 -3-0 16 -3.0 2- F 163-0 v 32.6.0 2 3 ] 241 2481. 246 �x I 1 yy 2r z{�1 612 3r5I 2r841 2 1 2x41 126 2 fi4t 31 dm 04141 2 �s 91441 2 1 2s�41 2 1 21241 �1 o _ ' 1 3!q Sp I.. 2x 1 2x 1 1 2x irz l 2 2x 1 2N 1 I I 2x 1 art 2x I 2.r 2x 1 2x 1 2x l I 2x l 2 I 3x6- 6046 <I 2x41 00-0 32E-0 32.6-0 Loading .General CSI Summary Deflection L/ (loc) Allowed WLL: a, 81A ,: INC-0 n: box u4 4s V. n, Dip L1M H -n Una, 4. 9:wv: 303x! 1111 -262 tlC: .3 .1, Vp LL Din L1999 ion - 2/240 + Nail on 2x4 L - brace wltil TCOL: 10'7 ft, W Rmmar:.x K'rb: 0.00.115 -39) Hmz TL ON :t Dcl,.: D DAL: 115y 10d nails @ 4° ox ticoL: m,Rr eo(1u51Jn[ \.Y,0.wk 11.3-0,.5.0.) (191HUA5 LL1 12]', -035V1 Reaction Summary JT Tv, UfxCmbo INNWifiq AOx HCan Ave pp[ 6WZ OM Un'R M ntw LS rft C&CU If Nfr n'hx A 1341M M13 plf - -0fi1M - 54125 -Si lh ?S fox Material Summa a� h' Bracing Summary m srtr22x4 3eruhM m PoRuua: 6x15 1K sri x?2x4 tc � tl,W i.. UNin uc tlr=;nx: ShrvAM «15o1nuui1W0.ramar„Ra Nfta - I>4en KbA Hl Sad ?xi 2 r _ 13-11 9M1 M?x4 144U SI'F'R2x4 IS39 $pt 12224 �.Qi 12528. •. Loads Summary s p. 11Thrcputtha hmas6xa fp OeetkasK WmaJmd unlaL'nm9snm, bads fart ylQ.v4lexinaxadzxcu'ullq %L7 -u5 nrq: a, rex4ni',6 Aefdbwi�IxadeSmM Q •� a IO p;f$omdamwbW Nom CO;xma. veh all f05fNo0M fim bow bem igmrtdaMlhe PM,rid..xx'IwLNS6ma uzMfo, lbrrmrame'bsG IXYL 1.15.T ue /% c •\� r Ism h roz%mvfixMM �firc �••••• %// vu • ern m n da Rat me v V \\ \ 31Th Nm, Ixmts4,vNSv'YelYpuofx, alma a hgsceT m AI¢rdl Q• + IlOfryhklvu CtKkrtad. CeNdN,rytla'OdpB gJ4 Caxgaryllll- IAUAMWL 25fi t5MZaeTluq tlah dxb. mn kred VOL I.70,CC2N P( , 15 ,MnO 1 N . Member Forces Summary Tble'M I.Mmx410 C6L irp�ryl ,rarrtLLaw Ri,1r 1 TC 531 am 1405 RA 0D7 #,RS 050e1 I5I6 000 -Wp 122 IN Z- 0b15 -I6 13 0144 A16i 610 0033 uSIN 1 -eilhO 1617 O.W2 1741he 4.»0x12435 DAIS -35 23 0.015 d IM 1611 tins 1450u E-22 IN) 17-I9 0,09 14514 11 N) 25.27 U.DIS d50x 3a lons .351% 1.12 6042 v40,1 25 lxg9 nlll? uslMt 417lixl ]�'] 0189 Ail prs 25 May 2010 Y5 01115 -?001 12.13 D.(60 ?(1614 (-221%) 1930 O.W7 Mft 14580 D -s4 0166 1416: 56 OA16 ?]6s (.161041 13-14 0262 M41bx (-231 %1 0.02? 41fi6x1 6A 9102 52004 -1665) 1415 OA3? 2 416x i - ?l IN, M-2 UV 2J 1"r. 1-16 t He 2128 Mz C16a (-526x) 33.34 Ono - 1216, NIN, 4011 u., 121 lhs 43 eW 4]47 IL 431 %1 ffi39 0.1P3 1216x 0I%) A.U. U.W3 1211% 431 %1 n47 D. t43 . 121 IN 48-19 0123 121 on ; IN 1-3141 37-3] mn3 12114 Nan It= IN IN, Ow nf2a' i211M 1.3 LaU 4PSD 0123 1211% 1 -5141 IN 31131 0.023 121 Uri ON O 0IN) Q ? 1 -5141 3]-39 6023 1211% (314x1 9344 0.0 ?3 1211% 0IN, 1651 wx 12114 131 %1 3132 li 4 I210x 43141! 1039 0.013 121 IN (3141 4146 0A ?3 IN IN (3 NO 51 0223 1216x 0IN) 3131 0,10a' 1210% 0141 3940 OW3 1x1lbi Wno ffi47 D.023 PI 14 1 -3 Ua1 S -1 UDS> I'i I4 45 ?I %1 Wr4 252 Ix.Ul9 516, (43 Aril 946 0161 @I% 1549 06X4 SSIw ^ -32 D.9t] ST 14 45516x1 151 W016 16 SR 61 1-5]0x) 1044 0.052 A2 IN 1x OA3U 43 IN 2331 DA1S 63 57 IN 11$ on +:0 NO3 566¢ Wen) 1143 OPM 414 IN 1]37 rx 0076 -84 24 -b DAI5 31%) 5614 (.5 SM UAIS S/0c (45 N) 1242 61140 R31bs NZ6 0,02 A2N, ?529 OAI6 sfib (S7 so 647 UAll $7 N, 4550x) 1341 011",4 45 1b, 19.34 fired b'Do � 0114 51 IN 1431%1 A-0] are[ 5]65 (431%)14 -0U 0.029 614 b -li am 5]IN ".0x1 Notes: 1) 1 NI . 3 ) ALNC xebxlK%xd a[I7"41C.LLV.p. ])Artx6 gadexeb:.WRt A4 20da[{a16., U.N.O. 41Thix vuxbaelm axvgxd fa 1'x14 xiod lmtling.!'«,uwflAanex'iM lmding,rcf«IVHC'SLtl6p,MisAM by Ih�WTCq. 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CpgseuundgEx hJlhMMpy ircad Ji rc{pnv .7]02 Wnelly[fCttr shmih18 J a,MxdnMamhm ,rcar.M1 Brsingaunn„x fm4 mluygn eJ tl dull mmrym y .y 61;21 gl ynF 1 h nJm4rtd heAMCigmm pNa6e:ganipn M.tig. M1ir M^Ihn>. Ndn frc frtmamNNUwbdtry J Ik.,atyrydY lmy leymNxealJ, Meravmun,ila110em,nnlMtlnyeinNsx "as,4¢kslillm.hya4iW HoVWeI.CdM.uIOHJiII 0 . n D3 Gnmml.nnfxax ncun LpCVpeavv' mthds m,Mnxnxlany ucxJap4hmdAy..i6 fv1., xx,msm^_Jaxig. tumhr,x+rc 1nns1u116e1M:mkua 5e,meMfWn vnmkurupdrthr+,ssILLN01 Cmna' «1404 sh9Femn.6uatt Eaf}e Meal0xlyd E.SN IpS3 M$,( Nyua1 `11mM INrdNxnxmq I'Mwiryhwifm. -y,. 51 IML )'fdss}lu nryppdmUk (bp Mx.). 114flyeybtlh epmjmmlmCmfLN MtlYRw,J, 1.Y a rbp114:xr1iX dTM. RV ovue aNTw a�M�r IlMfnm,rNdinmu.¢.If 11nm Tiewl q yaw og sJI,MIg,nA.w Nthkrmq�r¢n, p[ onyfmiyJklr 'ympdeymx,rye,ryn,FihililYnflhe WiWinpdmlBts.PV AtS1?f'1�i ��� �� >�Lrclr✓s an9�m diiyn hna. Tc 1.^Ap3Oiq. N » at ET KeyBuildOO System KeyTw,@ Keybuild Solutions, Inc Truss: L002 Version: 4.15.30 [Build 361 5305 Steele St. lobName:0310312R Denver, CO 80216 Designer: Faye 303 - 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10 02:34 PM Page: 2 of 2 SPAN PITCH QTY OHL OHR CANT CANT PLYS SPACING WGT/PLY 32 -6 -0 6/12 1 0 -7 -2 0 -7 -2 0 -0 -0 0 -0 -0 1 12 in 187lbs Elevation Table: X La_,Ion: Tun Chill: Rolm Clmrd: XL.,W0 : T00Clwrd: Ro"'110" ChmJ: XLwallon: Ton hold' Bu Chord XLxoinn: C lwm Too fiord: Ronnnl ChoN: U]L B30 4511 UUU 1]iU ]9 -11 OUO 7670 0 -00 - ?413 IL00 : 9" - §. Lll. 010 r8 -110' Mall Od -0' 3911 OUO "3111` ri ]b)19 170 1111 all0 1030 5511 0-00 2030 05 -II 000 28 -3U 0 -00 25 -01 000 43rD -'a -011 Ob0 In a4 50911 ana 21 -7n Slin 0 09 -i 2g7,0 19 1L' LLOp 130 2511 OUA 1230 6511 000 2230 55 -11 000 30 -111 ;; 1111 L1-01 0U -U L70. ;311) 0.00 ', MTO 7.1 -11 42-I1A 51FI]' 0002' 1 , 000 3 - 3911 5 � 1 000 0111 100 14 110 7911 0AU 2931 -11 660 3312 4311 X400 Q90 1¢30 &511 180 j52u 400 OOp - Aeopy deb J 6111!Ml illN h .lh tl lye 'f ntl NJ �I LU11Jl y,m yn ( J,I I Miml 'i% pmWdM LYJ T p q fa Apef wJ - rG 'M1ITI.I L0U2 tl1.20U1 NpSJealgn iydN µr 'ti l'y dlU yflif ItlN by leTrvs llrslq pl l 1 -IIh OM bjb llJ bdoiyne,C ptMO l b,wa Illy. Mf Ly I—adtLilien Keymall( Engineering, Inc. U drsly�xvtl 11 laJ', _elr winJlnl laid ll d Imv, ea h hI. A_Ign le eM rlru lLb^SU rW by iVVIIrv41eb IIJ b[We.. Cmuprrsl Iwtlsilall Lele r +nllYh ni by lrmnlrcllmr aLmihingdl IY IM I' 1 d.""I r]9]WI T C'rele If I I plw fix L 1 Ip IY I I kll ql ibl 1 Itl I IItiWL lyw .111 IIN pd Iy Ln[Ig I Il by I... Frlrr uU JM 1 WIrRAe .I] ..1,edS(et IAI f Tell pe brnl6le VI. CO I 1 drq I.I nl J luu6lll MppI1M I. leery Rn l[Ier CO a2du 0UJ01 e.T fll bellrWroll y M W ,IaII LOIU dml ffb W ic^(IINO).f rpla IWILe f dbiF ql M.ilI Ic¢ (.R IIIhe VVIW WI( f l hJl % 1 Vl J' ILN Jh Im0151.01) Met alll 1n III h "I'e lrnbAl Ilw phlefl.11l Le WonJoln vM/m pl MI rurvle uu'O ire rvlulvlilY ^JUm^( lwU lJingdrvlgire yof lw 1J'nllh.wL If Jmvlligl Naltl a2eV'.. of Vmlmloiale Vnwlr® mpnmlhlllYmlelY fmllw W.v rwpo ntl_IVJ vV mm. Ilu q qnm, lx.r ANSLTP11.2U @Cl rp er L. KgBuildla System KeyTm76® Keybuild Solutions, Inc Truss: L003 Version: 4.15.30 [Build 361 5305 Steele St. JobName:0310312R Denver, CO 80216 Designee Faye 303- 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10 02:34 PM Page: 1 of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 30 -0 -0 6/12 1 0 -7 -2 0 -7 -2 0 -0 -0 0 -0 -0 1 12 in 165 lbs 31-24 7- 15411 150 7. 1540 30-0-0 3� �Z tZ� 2tgl 2 fl1 z X 8 1 ;! 2r �1 9941 21 9rd 612 3n 3x6/ ] 139141 126 9F4k W I zt 2� 1 211 2N1 X z 1 1 �3f- S 3065. � h 2 I 2R) 2k. I 2k I a< [ 2x I b I 2a I 2R I I 2g I 211 I I I 2R I 2R I 2R I 2x I ° z o -0n 30 -0 30 -0-0 Loading General CSI Summary Deflection L/ (foe) Allowed TILL: Solar aw'Cax: IRC 2mM Tc: Dmx(U -14) 4fan om L= ual LIIN 9wu: U'f +Nail on 2x4 L -brace Tell -:VQ W: 1103(47 -1) bm LV O;¢ LrW9 n-251 LINO TOOL: 101x(Ira)x Itkq WInv :VO WIG: 011(13.3'1) H¢re TL 01¢ 25 6cLL: Rp,f oo.l.: 115% with 10d nails @ 4" ox nrnL: ID r PI 011xes One%.YAn¢L (13 -0_5.0.) Ill:UU}.IS LL) 2Y -0'3 4 Reaction summary Vnm le Gt 41 4311x -541m 2 Material 1 Summary Bracing Summary ?CGG W RF r 29 ttnrr:i 6mm�dmrara95m1wran6 :a�ly^6y(rtcm. Dc Sprr» = he tictlmdag: sn .a:naa•rmim4:la4,lvnm _ • N'N HYS d2 I 12526 eA[gR' IS 7 SIrY C x 4 '9: Loads Summary Il Tbk Imxleente5yrcd fa lhett,e459f mlmaM mdunbtrwN7emv badxfor Ai} Wg164sinaaudancexuh A3CE'la05 dwS1a5 rwrc4 ach •e fMlmnng u,vTdefimW mp;reanad 51rw NolE:c lwmvrvdy.all FlUh3m,,vT tunic n,.�r.,, ielmaa [t •% ��V ' yi •111 •• �t � w a. +ame¢mwabm.Im¢m.n•r,l,am roraN mnr.I:ma wa mL- .r.ls. lrrk rao¢rEmalla¢erc.r¢,mm Danan gl#96mesA^UVmry mme1m65. �y •. ••• p`T 31Th wttllaa xrnlk 19115 frlhcR [ksaarrtrdmnBUde n+ea. O \r 31 Thnwxhx b:maa &R41f Ilcdtms9f5 dlmd, aamdearmAA$CE"7- RS SVrh kill n8:lvtl�n�n9a'JIG rign,Lwluw C; rsslami.(IaraMintl�vOdBg Ca[eLwvll(1- sfr ryr / 1.WLh -tl4 AMZarc True Wdl dxx`¢muderay. 60L- I.(U.CCly wid1M1 15AOR Member Forces Summary T6kMicraMemFa16.m4icsl. 1 *m¢,1¢m.Wmp,r rrarrtl2ma¢ ;Mr ) 4 � I t t� TC 4 &I O.Wh 1484 ' 7A D. @9 (Alrt ( -1516,) 1314 006 20'/46 n') 1931 GAGS 36th, ('1685) 2 5 May 2010 12 1 RI Im R-9 IAU29 975e (49160) 1495 0016" 1771` (^?MQ 21-22 0115 361` 0015 .54 1b 010 0Ob I?fi3m 02^1`1 15.16 0039 1561m 0225: 22.23 0115 341` iA 0015 -27 GO tall 0169 13fi1h5 (.?2 IPR O.LLi4 12611, 1228?k4 On15 -AIM 45 O.UIS 191m 41fi 85) 11.12 OW 1671G, 4 ?28,1 IT17 0.029 WIG, Si7 0.018 Jfi lm ,)6`,112 -13 IIArr6 20710.5 (-221601 IR -1R 0.024 aft (- 1580115-19 OI36 141. UC 253fi 0.(02 Iplm 1'S ?6x131 -32 Ur22 IIStm (31`13639 9822 1131bx 4316:4445 0.(02 11355 (1IGO .627 0.022 114IFx 43 GO ' + ^ 33 am; 1131m 431`4 3440 OM2 113tbx /41m1 4546 OAC^ 113165 - ( -3 en 2] - -26 0(22 Il31na 131`1 33-;5 0112 113W ( -3Gu 4041 OA32 11316, 1 -.Ih,l MH7 012? 1131% 034`4 2 &29 0.022 113th, (-31m3 3435 0122 113W (41`1 4142 .OAP. 1131-0 1415 47.1 1132 11316, 1526,) 2740 U.00? 1131m ( -31`) 3547 DA^1 I111m 1316: 42 -03 OA22 i13ft HS IM) 3a31 ux22 u31m 1416x 37 -37 1. Illlm 4160 4344 O.Oz2 1131` 31`1 0". 2 -0I aL 4 524, (46851 9-01 IIW? $2t` - IS -H O.a57 .W SV »qg 0015 571'4 455 55) 3-06 0.016 571m (S6 Rau 10-00 0064 4680 ;643 eO64 AS BS J ^7 0116 1,71m -56 me 4-15 0.015 5716.5 l-Sti b,4 1139 UA37 44 r¢s 171? OAA 4C Bn 24 -26 0114 5 Ilm ( 46 (m) 744 11015 57 ( -55 1247 A31m 1R31 0.025 Alba 713 0.017. 57M 055(.1 tau 133 0.11 1 7 0.11? ,)05 43 1930 0019 571`, (' 55 45 1 F92 0.02-5 fi280 1435 1-.1.2 431m ?43 015 9 0.. 571m ( -SS 851 Notes: 1) 0¢bl <mluirc,mnanuwx bvnamebrd baviaa 21 LJ M-w Je NaIXd v[ I6 "(1C, ILS.Q. 3) Anxh e.Sdextb, xi y42cg4 pn cU.N.(1. 41Thk wn hS km CaipRd fwln- plucvviM lmAirg l "u nalof- {luexil�apolvg, refer la DC51.0RNblishW Mlhs+vrC0. 51 N'kn axis near Iwz M1cen d11rc1 rw OaM vy awun^ev iapxdoi drc Muv Plxnle¢r MahM M 1T1 I.200.r/A3.2 sM1M l k avN.. 61Th.md9fo<D dwmlrylRRRn urmrk4�5m` tamvl 6,a�,nan a¢i:�mlw 5anni6n•ann.aaaar.wnekraS,�IRe� 71 Lisutl svktl upli01c421im 5buM 9nMWYNS nC&{Wlo6 Cable mmt e4heJ vn onegiJe or lateral braem3 aap6eJ alryaalx "vnly. eT•ation EI T a bl e; l(L¢mnnn: Tarr CM19N: Ifmmm CAOiR %Imr•m t ualmm Clmrl %Landon: Tap rd: tlamm Chord: >Imm15rt Ta"CTON: fkxtnn l4 NLIC -0 -]2 T4H1 3dU.3 0.00 15.A.0 7.13 PPO Ou0 Ma a4: -: Ran ' „a �3:;., aao d Itw.o' 7.34 , oLLO i ?3 -I LS r4R 040 +/4b '. 1z3 .: • aao. 1 -AU I. PI4 9143 s ?] aaD 174.0 64.4 naP _ 3.2a 1.143 ' II -04 61431 ,'04111 4 : bon 19 F 3An 2* -, RPD V `. ',•30.3 j, -, _ 9 000 p-0n 14.3 0.14 TA-0 WI- bid aW 20.4-0 72.3 0110 3.24 aapY 13F `. '4' 2ftd0 1d -3 0. 9 7 -231. 600 (. 211.0! . 4:63 004' 6LLU }4.fl 0.W ISnn 2103 ap0 2}n. 8 3-IM1i PPP 3O41n 1 4a3' : 700 3a73 Autry nfal dngrul llb-f nrbM 1 . Th'LCUpr frc as 6.Cuald Jdrry(atgm II ). 'aMW y"Cf f a¢mmilbY kT palneriN fttfn N'ma Janttvb7Ml N: arq UM^1G1 NOS 6, g• M,,6N Ienu6ll)1. Wf le Yaf Nrn fm T M,6 D YNlbeamfN6Yb ldeV 6siynn (hq.h0 anatioll m,n rC(mlp1-x Wl IM WiNm Ky,= Equwerin IRC. rNiOn^ 1+11 . hy2'�yuq fp n1' a1M4yp & aMx aW M1edKiV vta +q,y, m nor %,a WCbu Nnp Wd ('mP:tu. aaxda bllkc lsmlly pT[d 6YN rMrtnmrg J¢nlirg.Lmil, e:{plaelewNJ rrvvad R gMxmrafM WmlSgprl M'q.gnl 4a+a- i,mlymroduabretl lk ,MwISwnl Md6n:r�gnm nMLM gd.g hn ey FeA ay krt. RNtt nglmpA fi ]N NIfKM16pC'R1 IMYId,I, CdW¢dOFYJaVl N b)f tltllwanaMlL d _ N Mng4y Wd,6ryrmtuegyry r{ uvR ItlremuSnlM.inOk 0141 Gum I MmmmrlFnLM.ym er Jam k4vp11�N01rv4k IMvE 1-e mx¢mmy Fe k.wI xM1pllle MndtU xnn I• andtlmoge l¢'nAe mn Wrcpmm slnll6e l9!Gm Iwu16e1xuMlebrca: ml¢a rv[NnkrnawlV NOi Cmm:rvNi aMllp. fb'Wrcdly F.gUenleW rrcbrtta iS1071I'4 aW hgT.11e1 tinYrf M - a 1 bjmh 4p Lmmaknv we�na4rnNa A I1vdn)' 14ex NN1 la IIH:n IM�le pM1. M O'1 NPm Yrtllh CN p' Mnrfka'Nma MJanIXxiJMlh- NT01 Oesiylewmevadrywawaxd.ray Ilaep'm bt rNN 9411 faryui Theanl P. tlr +S 4imn wrttil�Yi^ OU1eMF. YmrywmlrcinYMawISMVnGdeir (malhmrynM4tiYM0[Iw birgmiV E.(.A651/fl`11.2W2CM1PUrweM� elmpnttrty rryvyxiblilY wklY� Pelnxttnyrema,d,�,MxnM KeyBuitdg System KeyTmEfi® Keybuild Solutions, Inc Truss: L004 Version: 4.15.30 [Budd 36] 5305 Steele St. ]obName:0310312R Denver, CO 80216 Designer: Faye 303 - 293 -8787 FAX 303 - 293 -8801 Date: 05/21110 02:34 PM Page: 1 of 1 SPAN PITCH QTY OHL OHR CANT CANT PLYS SPACING WGT/PLY 30 -0 -0 6/12 1 0 -7 -2 0 -7 -2 0 -0 -0 0 -0 -0 1 12 in 1661bs 31 -2-0 7- 2.58 63d 63-0 63-0 6 -3-0 ]- 2S8 38.12 150-0 21 -34 27 -89 ' - 3p.0-0 Sys. 5 z 311 3x l0 6,12 126 �n 31 f 3 1 Sxe � 32f M 81 t1 4W/ 491 3.5 l 9 15 �jJ23 312 ffi S - D-0-0 2 -58 694 63-0 &1 -10 83-0 6.3-0 261 UOAI 258 8512 1 15.0-0 21.3-0 27 69 1 30-0.0 Loading General CSI Summary Deflection V (loc) Allowed TCLL:.M ,:f Ha'ctd,: IRC 205" TC: 107(5-6) Ym TI: 0.151, L1999 fl l:: -12) LIIW le.: 30rf W) 1 -2003 U(7; 0 41 0 1-111 Von LL 0x1.06 LIM 111 -3 ?I LIND TCDL: IU)•a(INS "nbr 4ttvmae:YO Meb: 146(1,11) Cua /UHTL RWbUP ?LIM V-D 31190 nCLL: ("t DAL: V$% Cat /UHLl, 0.01 WUP 2LI999 9 31180 "re. + Nail on 2x4 L -brace with ID H.11, am V. 10 PIxe U115nv I1ncA,Y,AngA 113-0r5R1 1 UD}I5 +7.) (v:LL13lA^T1 (d bl ?,3d]YI IS W,YIS,nI l6'L1 ?.}1,1 >.1 0:0.1 ;1- 9.'17.1 n.) ?3-0.1 1 O nails @4 "ox 1 -5.0.T IIOOD3.V.0.1 II111.,Y]t91fL:093.301 113'1 -h }3141114WUF 01 Reaction Summary * Nail on 2x4 scab brace with tr T FhRCMMo W u'"vA tMtl 'tlM1 C UMP '✓S U+I'P Mu C&C nhh Plr MasH pJ " O.c. 14 R¢IWaln t SSm LSOm ft1911n - 3:01bs -1RS N5 x43 fbt `3 N[ 1 W nails @ to HNallewtio 1 53m 130m 817111 -31015- - 19516x -lAS rm - Material Summary Bracing Summary 1r ER61?a 1 Wilittiq : 3heaiM rwl nx 4-94 RW dvJe, wfxk.z Ix x4 K ¢ n?1 ncnr+m E: sn nM rlap,s 9- 94 NWmdmp byf>mrc Wkn HT 7 i ,,3��(� E p- Loads Summary w ••.N•� V J "•• - 40 2 � q • VS a [ Qp •.� /L Ink h:m&speMf ImM KiWxICM tl bal ad Ynvw bats frhRtoPhler an0rda rich AXVI 0 mPmroxd nh dxfd6ui:U mmaefaxa ? - Y1 %(L4 ttaf demvbd VU1l: Cmv relyalllb,hl0xi ravfflemrs M1ave blvlg euM tlie8mwtl sau lrcW hatbeeu tt r3erm`amw baM1 IXYL ^115 Nxm V • t ` r5 f�r'yvm..m m Sd'(ms RanlTaMC.tluiWbB Dwtl' hall r0 mmr lmdc 44 LTh hu GadevEmll atw ds fhm f dv frmn8 ulleorn' • = L !p 525 3)Th ouathtbemdexgcdyrde trmaofw dlmd a¢adma mi ASCU -DS mi fdlanmE Uertl<6nM eru.- 110nsh L >ywwrtC.1'tthurl, c.Yie'H�RnuiWm6 �'/�p �'Vi 1 ` j L¢ Ca . ^l4U1.a•nW>•'S EL LndZalx TructlrcM1 dweht ion tlerM 00L- l.M,CCZOrc \Kdi Mine, 91Mimrtvunsmog¢iie lmC6E is .4 y � m YIItCT MCIt30151 bF'gnMiM �� ^. •w • •(. Member Forces Summary TM iMimlta:Mmuher to mxC31.n ¢ aaxclfomt(patmu, s irairr _oa¢,ra�miarmm Tic ist 0" Witt 2-0 n3911 1,2976s % OSfn A.tl111nt k9 am 4321 ���V 1 • Iv 03?A -li'IM 45 OSfiR - 1,OY)0s M1.S 03N - 1_9]IOx 916 OPIfi 14 / •• \ \ \\ HC 910 JUJU 1336n ( -55 &d 11.13 R41J LlW llx (.SSIIMI 13.19 0340 I9i1M ( -I'I px) Q\ 1 4.. 5 1 -14 0 +io 194qu -1 ]fail 1 13 (1.013 1,I AIM I JSl llttl 14 -I OW ID lhz 45 rx1 i / 1 tttttt N'cb ?-19 0.143 -9?SY 4IT n_I 1611 W - X7916, 2.13 04`50 ISL'paI 45186 5.1- D.245 E5olbt 420611x1 &II 0.460 I_IIO 1 law 413 oUW -INIAt 61? OYII 23711t, RIO 0J45 MMt, NDtm 25 May 2010 H(bMexebcjp MWIE ^f)C, U.v.O. 21A¢rh uTd<IaIYQ 4eNrctrxvh?xi11¢apLC-q, U.V.U. 31 TAit vuahacbm dsipned Ewiel- pmen'IM kdir4;.. Y "wm�mildm,srvilxl lwdinE. rtferm bC51 tl41ub byrhe WTCA 4) R'me die vuw lue nw Mwem fa qu41Lm mwmtt LvclYCdo:t Ae PWm Piscrem Mmmtl M T1'1 I.1U sM1W I m wed. 11?/A3.2 5)ThemdNwevyehvMZC6mev dtline M1raM bmMbP :pU¢dimbrmlM1C {lone ofielmxc U:mJ nmw xhali �eirnzllMuiiiv E "acO.eeM afaNAaadup,k,e E)LiuM x64µSfr reaxiratb Mnv MWYN$ &CSf b,dmE. (iabkln11 as 9x ddc or �rcr4l brxin8a001iod approDru¢ly. E1 Ta bcmhW M'•riD• Ta6k: xLemsOa Ywclk'K Imromchma: xLmpmit To,cIttk. MItti mia xramsd, Tm cwe: nmanChttlI xL..-ad0,: rnecmrd: VammMrE - ?= ; 34.9 610.13 21.34 4F9 1413 041D U+3 , iPDUz 89.11 4449.1 141333 z}p -5, ' ;4A rv70.q r'. 1 -o qA -3 OiW `3147.2 ?.RR Ib1S Vi ISO41 7.IOd }I -10 2746 IBIS 04n Aeryy MJwddgn,lraphfuevelW U.Ikmatvnmmra,. T'deup f a ti.2uatbi H„y,mryn 11 Mud yxc'! timuPmtlN ,fieT NDS 64i5n wMVd tkteyuwG2 nWfn Cxmss yM( `5m ,ytl bylitRw"gsrU JallYrelfml6 XmW M D+1 %�N ^anmW'e tM1(4:atllb SOl Y NCaa4 L:egrhaKlvn arrasAn:¢i.YIYam'alfN rrtA d�mma TMba,Wn,C KL. Y In2r1(E Wl'C[N ,IIIC. � 6 htip+a elillmen Way WxtmGpvttimmtl rrival Celae 4u tiv+,rtme -uv M1alv4a deli amleup:aaatth wxhal.nNxuMrniinM,de 50„ larniuml ynmaiWmeattM14mm vwvla ivy tqw. dM° �^ d ^tlMm��9�t�+^�eiar'LID+IIhbm11r 1+amlM lXeem(rcnmr wHnn M'dvidul VVttmmrymmlamlvmetaum W'.LI nCImC�IIk widmDlanl LgdMCU. ErcanalltivL 'nFdeag, ksmS.ni lsMmM1[rs. 14in n71Y1 nintl yaCrcle LbuWel, Cd(mCOFUiII N W>�rc nenrmm4NYnrlrs16r5 d„KI' IIn,W ryplrl ar hy ila4f.ml:uin16mim:amd><v f I i+nMPUty- IV,N4paiac4R, M6riyil \d pnplyvrc41.ym11a1MaeiP m1. 1T apm'mi3al mA rmrl IwNV dtiv )y. Lamhrmti tlullbe 19+6 1 J,e IEV M'Lb,u -' 1 im.MMFermssIU4DI CmmYttr4xrtzblG (y.-N by EpjeMeW lmWm ILSNIas') %ptlYylpf{{4l1 p{.S fa%SMttuy hjy Ib dmmwm, 1'uCl ruhXr 4ny1n A hvl1 f4o 51,11 mR9N U. L4 r64 L•Qa lleHar> mM jireilandn'rffi,am N`mMnt! AIM arsxn MTH. PSy. awmttakplleaaMevf v IlherymtGimmiuwAllta Surynv Thewim 0 YNait-6Miaw mrP' arceofleMessitulen6maetiym4avubpnY ma'YY fmarolua mmymenlMg,iln..n Ilz .w�ilmlMm�ama Mmbm, w" " rmca :neLm¢da.4m.n. rah , ,..dnniirorasmimi, c aei u + v . n rc Ans/ml I.mo±c'maz KeyBuild® System KeyTml$s© Keybuild Solutions, Inc Truss: L005 Version: 4.1530 [Build 36] 5305 Steele St. F ]obName:0310312R Denver, CO 80216 Designer: Faye 303 - 293 -8787 FAX 303 - 293 -8801 Date: 05121/10 02:34 PM Page: 1 of t SPAN PITCH QTY OHL OHR CANT CANT PLYS SPACING WGT/PLY 27 -9 -0 6/12 1 0 -7 -2 0 -0 -0 0 -0 -0 0 -0 -0 1 12 in 168 lbs 264 -2 b 2 -58 6 -0412 644/2 5 -46 $9.0 2.68 + 9-9-0 1630 22-" 27 -9.0 5x5 - 5 x 3161 126 3x I- 612 31 �N W2. 3 7 1 3v25/ _ � v tttt e 9 3x5\" it o _ 4w11 � 13� 123 4U-0 2.58 6 -0412 6&0 &11 -12 6.9.0 0'6'14 2 -58 9.4.4 1 &P4 22-00 2790 Loading General CSI Summary Deflection L/ floc) Allowed TOLL: 3U wf Une Coae: fttC 20n'✓ tt: 0.5110.SI VmM U.Is4l LI999 (lulu VIAU S.. 30 p.f Yuman Hc; wgoo -In Vt W Ulna LJ999 ) PIAII LJ "AU Nail on 2x4 L -brace with TCUL: IOlsllrala I( Mbrinprs;t; \o N'ub: U39 ^ M 011) C=IMTL: Ono Li UP ]Lt 9M (1-1) AJIW NCLL: Opvf DAL; 1e s; C.VO4ALLoinup 3LIW9 (12 -II 341IA0 10d nails @4 "o.c "DL: 10MR Hors TL: I1RC in A 11dw OFrvis(1n::X,V,MgF (1:S<,:6,0.) 12N -I$$7a I3:LLU.IA]➢J (S:Id:3d]>.)' IS:UU}13.11.) (6:L123i :).1 0:3A:3,'.']] -M- w) 19:1 -123- 3.14.1 r1U:00.3d0.U.1 Illad3l- 11911E ^O03AA) "Nail on 2x4 scab brace with Reaction Summary 10d nails @ 4" o.c. JT Tv tl Co 'Wary W "dh U Ilea. C - a'f i+x 'NS a'fi C &CUa'fi Va' A fWWI 1 SSw ISUw Rube -09nlbn -IM IHa 96 @x R HIWII (55x111 55 in ISUm fifA lbx 259 M 1 -321 W Material Summary Bracing Summary 8 V $1'11^2x4 TC tlwcilq: SMuhMwP Aac x9-0. PUa' deign tr.'RtFrs 9e s x9 ne Hraiele: sn�hta raruxx A.s.9.r Iw dta ni'rnnt,r, �•••N•••' �• •lfle s Ij d a q:s� Loads Suromar 1)Tnkavuhm bed Acirptat eff xllmvlradxfrM1gxrga awada- n US dnPra Uowa w;;n.trdlmving u;m &fiaW NO zi y W1 ft%IIa aii e we J ig-,i d von: eonawSVi. My, alnvRmra3orPZw. nnarcntm¢ mrcamaH: gwanavw.' mir• xlkmwmwmetYOt3ma'loxa, loo r aarenr Z • 12W5 �• irg nm3mlc9 lame oalpA roll wry+aw.lma ^ ^ TA kn ba lexgwd f i9� •� -1 mu. )ITn fAind ( & wlw.b lhn va mwx x nta orw almdx xsxownaamn r era 1101r1r4 Lxpm"3 C. exLrsd,nahleHrp, 6xaeng (L C - - e - r a":gvy l!(1 IAUAM1 6YL SR,L am TQ6an a aemnuaeaa. UnL_INI. CCZoa \YNR l3SAR. 91M rrwwslowee vac uxa enaaaaaxt9Nmnte man +foolsnx5llanapplm V� 5 � p •• • `` Member Forces Sum Tdai mlcxa CRL n:u xmlrowLllrmmnr rm:mainwavr auLaxulr ) �. 6 3lnml I .w9x 4[in 1916s ?9 0.9fi3 - LMflbi Sfi n:33fi d,fWhS TC 6d 0.10 11 8910 ! t � - 1 231nx a5 U3(IR �1,(1591ns 6T p151 d,09Dlbx IiC k9 U.129 331 NC) 1,2Ul Ihs U4T. RJ 121 U.19U IIYIM [ -RIUeI if � A10 Udli 931 1 i,, F3951h1 11:12 U.195 hSly :ILC I %) 445 ] 0 Webx. 213 U ( (-24211ae .198 438 fm 9 :1 - - 3LKIbs 69 0.1n3 2N)i l551he 2 -0I O.$R9 1257Ibc 4SfiAIMI 3.10 A 2A W51[a A9 03T9 h: !3. , May 2010 411 ("We - 156obe 610 (kM I31da ( -i is 1W 74 0.138 *All Notes: Il Oaaeweh: Marta[1fi - rIC, U V.A. 2)AOShnwcwelg9ae nl9ck5wilht3llga PHtRUV.(J. 3)TM1U walru kmamiwxd fwiaTlaxwiM lnxait�a. Fm9uw9rlvawiM lmaixR, rcrcwtlCSliH.ludhhN`✓+IIrcwTCA. 4)N'koth'ullm lmx Mxn thw3 9110iryxxrvr3rei .N me Plae PlaartwMe WMT4130f2rA3.2 iD ll heuaM 51TAema OCnerythud sepnew sha0 rot hwtN laanlly pPendlmbrwmeplreofthe Haze. Vlmlprmxz rJmOb<irvwllMSnclinfi "xttryeand or q Liue'1 xma upli ft rcncaonz baxd "n M W FItS & C3C b'd Wag. tl s a ad an tine xidc or lawrsi bracingaOPlid appropriatdy. EI ee m� atio n T aHate: x Lawn Torcnota: 6awxtenxrd: xLwaan: Tmcma 6mww Crow xLmadon: Txocnolm Umw3CMea: xLOSxdoa: Torcmd H Cmld: 4 W { -2A IM13i1 M5.11 Jail 0310` W:7 -0H}D� 9¢4 "S�4S LB•11' T$6' Sa3.:.• 14tla2 VI U } &H ?5-0 4F15 LLIIU IfiUA A45 #li ^YlF 2 -111 E Anxb' rJ deuyn µsllkrurrXahM µe 1l' ptu.,n Mnn' d' d aIM Wry;aw>rn• 1 T nuA» ryaef yy"rtm.6v'by IeT hugnnd lwrnmMmemmhrce ryTq'1 W -art U✓bNl NUSdsp -r dvd llo myanupl Yl mMf ob an YM'f inrn deab)tvT IkuprU shtlnMimrrNhYbidrrSdwyftt ChmaeO KOYnMrF`EOsllll % rmg, ltlC. vlmutitalbamvnWfmM leO .iMtwtlm6 is m11111 np Nw fM nM vld:0u- 4UaMxn Nemu lu ry drry+mm ,uearndaiw,amoerm4gr by v31:ap16 tliiytav'ea (^fNmrm aMNiilallhelewrel6 Leorolb krmfw0mr fi919 NxenwnCircle 11.1 aa.nia9e FJrYUMLunlexttb ;w e' z5m. r k lx m m IW Jrm3nmh nr"swH.a.Amlm k was a it dn3a0m nn.H sd amm�e IaA Mnlb+. RNn n 1 HUVUm. edmaaeAO3o1 In U(5l tlifry rtanrvmtletavulr,Wlury dmtL IX. PNYMadirp'ma JnM lull lumm�mlhecnykrn µee CM kn faen L b-aae 0v Ik Np+lla+µllmbeirrlNlnUevwanalmry 'a T µnllk MaW va r avmp W Ee m4ve Fvlllel9Y ki meNf! neu etaN MMrru IU NOA C.rxi'rn xh ll ke f umi by FayleneulPmiutk rESRird)1'6laflvllle•rIM MU}ryt Mtrcaat dl rlxa i 1'WtltNaln9h.' xIkY.Uml4aYmlrm�ryypNw 4plaa4m➢n Mplae4v.11be ee9 w@Ile jntykrtMumrettw4ma wnmi a:a TA, Lt- a�,.„,na,adw=.va•tro.xat 11xr,.rmlw,a.uwrnnwmm mesnl ar. aa.:awexKatamv xxl+a �.. :frees*. uu NnHr uKlwv aa,y..i.+�td -�a..n Jne ree "w rrmkamrmm rorxvw alvnfa'vae.rf! n:rar.:.mili� ra AN5L7ry bzo: rnyut'. KeyBWIdO System KeyTmss Keybuild'Solutions, Inc Truss: T001 Version: 4.15.30 IBWld 361 5305 Steele St. lobName:0310312R Denver, 00 80216 Designer: Faye 303 - 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10 0234 PM Page: loft SPAN PITCH QTY OHL OHR CANT CANT PLYS SPACING WGT/PLY 12 -9 -0 6/12 2 0 -7 -2 0 -7 -2 0 -0 -0 0 -0 -0 1 24 in 47 Ibs _... _.._ 13 11 -4 - - 44 12 12 4 -1 -12 _ " -- 2 -2 -12 0 -7-2 2-2-12 6 -4 -6 ID -64 12 -9 -0 4X,4 x 6,.7 1216 d ra 311 } Ott 3x 3xp S 9 Ll 0 0 -0 -0 coo (—__ -. 2 -2 -12 4 -1 - 12 4 -1 12 22 -12 2 -2 -12 6 4-8 1 0-6-4 1 1, _ s Loading General CSI Summary Deflection L/ (loc) Allowed TCLL 30 VT BId9Cord WC 20061 TC 04](47 Vcn Tl Ono L 1999 ("o-7) LI180 si 30psf TPI12002 BC U24 (5 G) VefI LL. Oln Lipa 7 L/240 TCDL: 10Eaf(mk RpMI I No W 020 (4G) Lm /OIITIL 0,02 i n 211999 (5 5) 2L1180 Bi Dof l 115% CmIOH 11'0011. 2L1999 (55) 2L /Ian _�x•'�{ !•a/�� {yw!O -n BCpI H Ti' 01. 6 yl leU115e1s WLLX,YAN (1.b41 -5A) (E.1- 1[312].1 (3:00950) (49 -231 L}1 (53-02 -50) (8'- ) E ) do U 8.90.) N: PPP ��• V •��� ��••� ?� Reaction Summary l 11' Tops, 6rgC lnbO Bre WItlO Rgtl Brg WidW MaxR as Max GravU 10 MaxMWFR5U 1'ft If M UIt M H = iQ ) 8IIn (Well) 1 S,S In Lh01n 9101bs - - 2921be - 79211. -0921hs I51hs PH Run (Wide 1 5.51. 1,601n 9101b5 - .292%, -7920s 792 Its •O3 .Q 12526 • !¢ • �Q Material Summary Bracing Summary OR yyy TC SPFp22x4 TCpar1116: tonsured or Pans al 63 R Pint radian by ones, n �• • �� p [" Pari SPPM22xA II BC Bred, Sheadeed or P land a1104B, Rrae cause by Olbers. P Waco HE SuSued 2x 4 y 4�. • •••••••• i Loads Summary )This lots anoi 11 eff 1 mp.f60 dpi JrsJloed 2 )TI61 I' rare desig f O If foal J J ball I d t 111ps IIIASCB0 p e led, lift till Vaal fF denied In1 r 3Bpst gr d 1 lJ NOTE ' C o ly 11 e iW ry f 0 V I p , J 1 1 w.n a d e tlll 8a J load l l been .eJf 11 f load pOL -115. if roa r n8 11 a t Io B B 18 III w Ty lead Iils te b related] d 1 If fl tl f 8 at t accon r th s le 2 M ay 2010 4 ) j Th1. Ilot' s has teen JevPJCetl for rJ eeffea t I s tilt 0510111 h f110m3tle0 rinpl1. IIOnPL, Bxp C Lnd.sed, GaaldHlp Bcciltlln8 CaeBOry 11(1 25 ❑. End Zone ne Tms. BuOc h w r Lad add s 1a0 }- s nsltlefN. pOL= I fi0, CCZunc \Nitl@ idn6 f 3P il. 5)Minunum smsa8e. nadir lOaJiec8lnaccnMancewilLlliC Table R30L511ss Lmnapplletl Member Forces Summary 1.Weintllrare, Mealbmlp,nuax Ca. aide scud force. prob wing. force iraffirrenl Crain eurbapal farce) TC TC 9 -1 0.0 }I 2P @s 23 0.39] 355 is 45 1 7 -435 @5 19 12 0.4]A 435 It, 3d 03W - 3551hs 'e -10 00 }I 1hs :1j 28 BC SL 0235 4701bs (- 229111)67 a207 4701M1S (-219 hs)]P (Z 1 25 7 to, F ) w we -nee is a -/ a 2 }2165 (- 15916sJ 9L 0.209 A2011h 177 0.1]2 456161 (357161)14 -7 0.112 45G Ibs (3571rs)I Notes: 1) When this I—, has bsn cbos n for q ord, amnncetruncated, IM Pill, Placemonl Method per TP11- 2002YAl2 shall accord. 2) Tire end of every, 4lory,,,neul shall be brecdl laterally prrpendlarar to the plane of the bry.. lateral brass shill beiad allad rNWln W of IM old otouch read learned, 3) Beare bmmm tlmrd slash approved "baddi it 4) LBler ould uplift reerl.nn bash on MWde; ad C &Cloning. Elevation Table: X❑Sawar Ton CiwN: Bi Chard: XLmalion: Ton Chear Bidder. COOed: XLocation: Ton recto: Belmar chi %l Too Cbmd: Boodu Chord: 0 "]2 6112 Iv9 coo 1044 1 -59 000 041 X0.4,3 P4(( - ",3GT'- "j. 1343 OAS 0 -00- 129,4 ,0-0,3 0-00 -' Ampynf 114:IrJ 1'II Lefm luJ rzc nr. T115tlniyiti lwcn JI IJ IL IIJi6 %^' ( ) I �Lavd �gx10 J 'prvvlJfd LY LCT p_Ib aW Ve'f xrll rtL c II TPI.1 -tra2 d1. 2W1 NUSMSIV WnJVJ N pomlhlllyl' nNf I.ttt �'ry uflNUam mtiemllW Lyl T p_IVJ U IIAnwlfeJ Lyb IIJIhGJ.11:nm Key mar(( Engineering, Inc. CmVJ 11 1 n Icy etl roan Lyl 0 �. Tw.h IJlnq 8alyrr 111 mA.I Lb Ilq JIJWJe11Rl J'1 L e h Ill ly Kr6 rnn-05J 1 tlln6^yulmi Lyalrymml aLleL Jtll6eaJa. can,rear IveJ1191 bef Ilyb rdbyl f 0 6797 Whalraber Cl.:le shut J IY ' lei 1 M. p y f I yl tl J' i nW IY N L [NI 61 bl" II l i J -Jb p r II L.IIJI bJ IALe 6 q 1 RePr Bo ldee CoIat W301 o 009199! JN nn All ba^d U pplYl Jbsf ^i IPI of - Il all lxr L 6 PI t J f 1 ing J J J bn1 J_I II Ih PpIIM I. any Le. Taws IIIMI WlM wll pJ '.' IJJ pn,L J1n Ls IWI b4. 194' 1 f!L' d NNO ".f ESR -la VI 1-IIM , WIf f Il I Pl d I II. Lh St ., - ) pl lull le - f mJ byF gl M. I g O 111 pl II Iw III I.pM1el pl Il pl' 1aI1 Le r.1 Jol y VI 41' ' J' x Le 'r ve PIY, U iJql i ye 1114 WM IaLI11YenJ Umuf llscempnm (9rx Art sbPlft IW ". T. 1 IL rex nb LN'cunwT NP featu ielenPlnmJnbmPnmlLIIIYIIYf leln xscmmpnm drsllydw'1. lie rylvrc .g Iph by 111.1 buabas colors per A.r`rPl 1 -s id, 'non, KeyBuOdm System Key'Fro66N Keybuild Solutions, Inc Truss: T003 Version: 4.15.30 ]Build 36] 5305 Steele St. JobName:0310312R Denver, CO 80216 Designer: Faye 303- 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10 02:34 PM Page: l of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 10 -9 -0 6/12 1 0 -7 -2 0 -0 -0 0 -0 -0 0 -0 -0 1 24 in 42 lbs F_ _.._ _. 11 -4 -2 1 o -T.z z -z -2 .._- 4 — -_ -- 1-12 4 4-6 - 2 -2 - 12 6 -4 -8 10 -9 -0 z I� f 0 Reaction Summary IT "Type pre COmhu nrp Width RVJ &p N Mae Bean Max Crav lion MexMWkRSt3 I M C IN no M' H - her B Pm (Wale 1 .,.3rd 1.47lo 9351ha - 310Ihs 9__ YU5165 960a 6 H Rull Mall) 1 5.51, 1.50 In 52U led - -151 Is - 344165 344 tH Material Summary Bracin Summa - TC SPF422,c TC Braden: SM1ealhM or PnrGns at 630, Pinba darl, by Olbcn. BC SPPN22x1 3C Bacing SheelheJ or porous to 1000, cache Jesibin by Others Wens nSwd 2x 4 Loads Summary 1) lw, e Tllt..l h colonel f th ffc tluem an d aomrbmdll dra dead lnas re o. 2)1'16 0 p i b air,%v 1 io n[ n effect , Ir Infra la pN and nbahnc J load, base e been bl 1 d ac ASCCF OS boon card reared, ' I h f ll d. DOL 1 input: 30 sf sr dsm J NOTE C . mn'malWely all s bull study ff t 1 been isn coda JIlcap�ountlsmwloatl has been usNf b ofs uw lead noL 115. Ift a n IS har llratlov ed de s Gom hlNSalle. Bulldms p deta of herify maw Wads. l'lela dad" ben as1311n1 I.—o cur like r<rtte nn« ardrarmmm took, eye ". ')chid mis, has bnel deai mnhn errer6 nrwma mad "1l armmance wubnscn.n5 win, 0,,e ranemnsn,eraennea bmm: uonlph. rxpo"nm c. endnae], camenap. B�nldWS Calesoryll (I = 100), h =B =LQ50, Entl 2nne Tmss. Buln entl webs wnsiderM. IDOL= LGU, CC Zone WId015.38 a. Sf Mlnlmnm smrase aulc loaJl�in armldanmwith lRCTffile. R3o1.51us beell aYYliN Member Forces Summary TaMeWmcate,:n9embenlo. o mmpr .rmeelydmw<nlrmmmaxaxlalrnrre) 'IC lot 0091 2811" 1 -2 0,515 466111 2 -3 0,536 - 99516a 3-0 w 0535 433 Its 6(: 5-7 O.IG7 4U Ibs -161W 7d 0.159 42516, -232 bsl 9-1 0 41 SIM 1 , 11311,1 " " b ) I 2 7 .<.+I e.rlbs 1- 1440s)Itr! fete, 691 Ws (12916") 45 0.138 -'till lL - 0.191 0216" 4 -7 alIr, 3081be (1081k) Notes: Notes: I) When "bo . M1as been contour Wrgnallry""nee M1uleuaq the Plate Plamment Mwhed red T III 1- 2002/A32 Alen be recd. 2) The utd of every chord sesnlenl sLdl be bra red Imrralb perpendicular to due plane of tole ]mss. Lateral bace,,shAl be hsstallel within 6 "or the card] or each nand segmwl. 3) Bace bonne rb od wltb aY,.s,d sheathllg. 4) U led wind uplift macdons based on MWPI4S & C &C landing. Elevation Table: X footnote Ton Cbold: Boller Chanel %Lxedon: Top Cland Bolen &I'.. Chard: xI -,1tca Ton Chord: om Chord 072 L2 -12 lid 000 1064 A OoO _0.p° Qdd3 00.0 648' 1 �3¢7 ",000: Ill 12526 May 2010 I -z Keymark En Inc. 6707 Winelosler Code Boulder. Colorado BU301 4xa - 3xa - 0 n ° -0 2 -2 -12 4 - . - i12 - _. _ - -..__ 44 -12 0 _ -.. .. 2 2.2 -12 6 -4A 1064 i 90 (ding General CSI Summary Deflection L/ Ooc � Allowed 3U pet nods Cade: IRC Me/ TC: 0,54(2 -3) VerI TL: 0.01 In L /YYY (67] L 18 30 paf TPII L092 BC: 0,16(78) Ven LL: fl In L1999 7 LI'240� m YSf(ra Rep Mbrinucaase: Nn 0,23(28) Canll OH 'IL 0.0211 2L/ 999 (1 -I) 2L1180 E Opaf 0.0.L.: 115% Carl IOnLI-: 0,01 In 81999 (1 11 'LL I185 d _ Reaction Summary IT "Type pre COmhu nrp Width RVJ &p N Mae Bean Max Crav lion MexMWkRSt3 I M C IN no M' H - her B Pm (Wale 1 .,.3rd 1.47lo 9351ha - 310Ihs 9__ YU5165 960a 6 H Rull Mall) 1 5.51, 1.50 In 52U led - -151 Is - 344165 344 tH Material Summary Bracin Summa - TC SPF422,c TC Braden: SM1ealhM or PnrGns at 630, Pinba darl, by Olbcn. BC SPPN22x1 3C Bacing SheelheJ or porous to 1000, cache Jesibin by Others Wens nSwd 2x 4 Loads Summary 1) lw, e Tllt..l h colonel f th ffc tluem an d aomrbmdll dra dead lnas re o. 2)1'16 0 p i b air,%v 1 io n[ n effect , Ir Infra la pN and nbahnc J load, base e been bl 1 d ac ASCCF OS boon card reared, ' I h f ll d. DOL 1 input: 30 sf sr dsm J NOTE C . mn'malWely all s bull study ff t 1 been isn coda JIlcap�ountlsmwloatl has been usNf b ofs uw lead noL 115. Ift a n IS har llratlov ed de s Gom hlNSalle. Bulldms p deta of herify maw Wads. l'lela dad" ben as1311n1 I.—o cur like r<rtte nn« ardrarmmm took, eye ". ')chid mis, has bnel deai mnhn errer6 nrwma mad "1l armmance wubnscn.n5 win, 0,,e ranemnsn,eraennea bmm: uonlph. rxpo"nm c. endnae], camenap. B�nldWS Calesoryll (I = 100), h =B =LQ50, Entl 2nne Tmss. Buln entl webs wnsiderM. IDOL= LGU, CC Zone WId015.38 a. Sf Mlnlmnm smrase aulc loaJl�in armldanmwith lRCTffile. R3o1.51us beell aYYliN Member Forces Summary TaMeWmcate,:n9embenlo. o mmpr .rmeelydmw<nlrmmmaxaxlalrnrre) 'IC lot 0091 2811" 1 -2 0,515 466111 2 -3 0,536 - 99516a 3-0 w 0535 433 Its 6(: 5-7 O.IG7 4U Ibs -161W 7d 0.159 42516, -232 bsl 9-1 0 41 SIM 1 , 11311,1 " " b ) I 2 7 .<.+I e.rlbs 1- 1440s)Itr! fete, 691 Ws (12916") 45 0.138 -'till lL - 0.191 0216" 4 -7 alIr, 3081be (1081k) Notes: Notes: I) When "bo . M1as been contour Wrgnallry""nee M1uleuaq the Plate Plamment Mwhed red T III 1- 2002/A32 Alen be recd. 2) The utd of every chord sesnlenl sLdl be bra red Imrralb perpendicular to due plane of tole ]mss. Lateral bace,,shAl be hsstallel within 6 "or the card] or each nand segmwl. 3) Bace bonne rb od wltb aY,.s,d sheathllg. 4) U led wind uplift macdons based on MWPI4S & C &C landing. Elevation Table: X footnote Ton Cbold: Boller Chanel %Lxedon: Top Cland Bolen &I'.. Chard: xI -,1tca Ton Chord: om Chord 072 L2 -12 lid 000 1064 A OoO _0.p° Qdd3 00.0 648' 1 �3¢7 ",000: Ill 12526 May 2010 I -z Keymark En Inc. 6707 Winelosler Code Boulder. Colorado BU301 4xa - KeyBuild® System KeyTmss® Keybuild Solutions, Inc Truss: T005 Version: 4.15.30 [Build 361 5305 Steele St. 7 lobName:0310312R Denver, CO 80216 Designer: Faye 303 - 293 -8787 FAX 303 - 293 -8801 Date: 05/21/1002:34 PM Page: 1 of 1 SPAN PITCH QTY OHL OHR CANT CANT PLYS SPACING WGT/PLY 30 -0 -0 6112 14 0 -7 -2 0 -7 -2 0 -0 -0 0 -0 -0 1 24 in 11916s _ -.. -- .. -._ 634 -...._ 634 634 63 - -4 . 258 p) 5 -8 8a -12 2 - 15 -0 -0 21 -34 2] n 6 -B 30 -0 0 ' Sr56 - a. 3x451 3r \ 6112 12 6 SIT I 3r xi 610 ]xal 3v ]x�\ 3Y65- 15 123 312- _ i6 z sx 0 -0 -0 3 -1 -10 2 -58 1 63-4 6 3-4 6 -4 000 fi3-4 2 -53 2 -5 -8 8 -842 15 -0 -0 - 21 3 27 68 1 _.... 30.0.0 Loading General CSI Summary Deflection L/ aoc) Allowed TCIL. 3Upsf BIRCad IRC 20MI TC U7`a Wort: 03 11999 (S 6 ) (11 -12) 1-1180 So.. 30 �[ flI16002 0 L /98B (11 -12) 112 k MD I e: W p92 el C t /OH D 02I 2L1999 W,D la 18 FEL [(m R p Web: 092N l-12) Cr am BELL 0 f pOL 115% ( ) (1 -1) 21 - /180 Ps C LL 0021 2h 1999 2LI160 /� 6LDI. 10 ,f raB.. H re I'L 0 18 ,IL 10 PI p0 I pLX.Y,A n1 E:34 ([U 03 1u` (31 927) 31 013 233 •• 5ak (11 ,27J (9:1- 12 21) 1 x.90,0) (D I- 12,31,27.) (7.0- 1 3.1829.) (8:6ll315 L9 .34 (8:00,315,27,) (92 501 (10903 101 f in 03 301 (131 -1233 I ( - 1 19) e Reaction Summary ' ?Q JT Fair Bre C M1n &e W d6 R tl R IO M R l 10 M IR l 10 M M U I'll I I Pin n • 12� �• 19 0Ne111 1 a.a In [ file 1633 1bs - -6g01R -9701h �J701bs 401E U H I IEOII J. 9 t •�. (Wall) 1 5 511 2561n 1,6391bs - 84 lhs 9IO Its, -9ID Iha 14 Pln (Walq 2 55u 256E Ia33IDS EA01M 970Has 690 Ws 16171M1e 10 Pu (Wa1Q 2 551. 5,121n 163316 - 1 1 J �V A 44011 9711 ]be 970 ]be 593 R. Material Summary f •��\ �'''i �'•• Bracing Summary ..•• O` TC SPFf22x4 TIC liachor Sh or PrIn1420Plin dalgnM1 011lers. S EE 4 3CB cle, Sh Iii P rlood4 -2L P rlmdalplh OOm. ebs y W W mJ2 x4 ESped 2 / !1 1 Loads S This Ims his Deen draped for the tlne In 10 Of Lm uuo cau Iva loaf plus tleatl lnativ [)TL'u lets 4 has heel dalpled for [lie Treat, ofodanced and babodenced snow leads for apart In accm'Uance with ASCL7 -05 exapt esnolml, wllM1 Ne PoIInwIltglrsw JSnrd 1f� 25 M 2010 11f maul: 30 pound eanw load NOTE: Casarnow,ly. a1111aJsloped,odo cmrshave been lgnorid and thcgountl snow load Les Lcen used rar the maf snow load, DCL =1.15. nine r ofan0ye hly/ gable, finllJ1 enershall V e ow load. ha bpe coedi funi 3)' @iswsDas been daiplNmaccnnnl[onLceRmly once denls[ormingal tM1eeevcre. 4)TMalnrss has Leen Jmignetl lnl' the. eRenmfwintl loaJS Oi acmrdanrewio A6CN7 -05 with the. followinguser tleOnM lllpne IlOmpb,Exponlm C,Enclmed.CablMiip,OUlltllns Wlagmy II (I =1.00), h >�If25 ft End Zonc'I'ms, pnlh wd weL.... ld ... d. DOL -1.60, CC Zone Wfdlh 15.00 fl. 5) Mlnlmnla nali ,nor leading In wareennes who IRC Table R3015 has been applied Member Forces Summary Table lndlcata: Menllwr ID. coax CHI, max axial force. 0nax mmpr. pica, IfJlUerem from max axial Cable) Te 15 -1 0.062 28 Ws -24 0693 - "L,5931M1S 5.6 0748 - 2,154Ihs 149 0629 205 WS 0.748 1 -2 0.629 - 26hill 4S - 2,1591DS BA 0.693 2,5931Di 916 0002 28 An N[; 910 0.279 2G)IL, (- Ingo,) 11 -12 0.610 2.3081bs (7al WS) 13 -14 0.253 -1.834 Ws In 11 0253 1.834 For 1213 0a 23081s (- 7011bs) 14 1 ,1 267 IK, - log].) a1 WS 412 0.621 - ...has 611 0088 358 WS "a I" 213 OJ20 24432, (1,0361ho 512 0.490 1,301 In, (- 4I3Ibs')I &11 0920 (- 1,03614) H 3691 4 -13 006s 612 0.621 732 os 8 i 0291 - 1A47fls Notes: 1) Woun this bas has peen chosen for quallly asumnce lnsryaloR(lie Plan Placement Nuosid per TPI L 2002/A3.2 stall be need To 'no ofeveryehoN sgnienl shall he bmeetl lalemllyperycodlutlano111 a Dlancof thu tms. Lalecd Ir.msshall ha lnnalled wlsin 6 "oftho entl of eaGl GmrJ segment. 3)Bras Dallulll chartlwllh appmvd shealLing q Multiple pinnM hearings clot. 5)fe mind old no based on MFRS a C &C loading Elevation Table: x mcatlar Tao Chord: Bone Chord: XLaalloo Tnn Chard BouoriChord XLoa Ch don, T9D ord: finnomchors Xibaule, Than CLmd: 6oaom Chord: 072 fin -ll 3 -0 -8 0 10 -13 2134 480 1413 0.00 043 0,11-0 8812 48.:9» 1613 _ YS11-5 34 Arpin �, 31110 043 990 9LL7-2 ,- 2 -5A 1 -6 -15 Ono 1500 ] -103 21 -10 2768 16 15 "Oo - ArcpY ail.J -Iy chic, Isla rt rMindeela'mmn nr m. ll la JOi�tpmalgJilL ldlnAmnry( )1166�mi slx'clfra.um V ^^'iJN L1 MT nIy JµJ nd d, im. 111Y1'120A2 JLe2001 ImsJ e ..,cornmr 'L toda y rvrJr na' rar air, pmr'dol bY' Fee o' n==1,n bcrwirrJ LY LmminAamP3a. cm,pJn an", Iwlr' ,Jrwb n umlmi.g C 7 Keymark Engineering, Inc. m..n. Jralysrsh ll ',d-Fan's . ti AR IJI 'IJr11 Jill I IJ Iy tnk I,JIRn+IIMIry PPI' - bIb Imd\Ia11 hr1 IlYI MLYI awl llmr 6707 67117 \NlnchalerCPCC ill oim 'oh W JI IJlul Iw IY b FI 61. iVh.Il rtl 1 l tlb A aII1rv11d 9JmynL A 111 Br_5191, I mL Na 16sL Lf do now by 1 Ream BU IJnr LUloretlU 80101 I ty u JIIg'al IM "'Ri 3M1 , IYI f. II... '— 'LI I PI Cn f m I Iec, lu I.J IA I J.IWI Le VVI'J di II L.I ",w,I I naian .T a "'ea y.L bent -, Le l9'S ' I. IrbJ en, rvAV NN(1.) aPr 1'114 p. MLY IhbI.M - IP�ul r6 (FSR -II" P1 il n,.""M WII r IJ PU N m an 1 w a I lyl 51 '611 N .I II In ,1 .," I iyL ll pia I Il hr ml f J/ VleuJl da xIINC earca Innof "I CniLnw - 4y - tlnnry, III LeprunJ dtnrvsk plllt PWrtc o—o 1 one, nJ'e,lrt rp' Wprvfev mX mNnm. LIII let for le nv�m �IaLll Yavl asul M1Lam pn r "' reataillLµJ yn.I.IrsWailil YOpl dillJl�dalyi pr AN51 ?I'll -2.02 LI eplu2 Fla)ule YaY punlJnyxl uw.Tw. KeyBuild@ System - 3 5 -6 -- 16 _- _...._ - -� -2 -12 2-2-5' -B 944 3 0 KeyTruss© General Keybuild Solutions, Inc Deflection L/ (hoc) Allowed Truss: T008 Version: 4.15.30 [BW1d 36] TCI 095 (3a) 5305 Steele St. So.: 39 pN ]obName:0310312R BC: O.SH (56) VefI LL: 004 in L/599 (37) 11240 Denver, CO 80216 "FICIL: 10 psgmA Red. star Increase: No Designer: Faye WntIOH TL: 0Ill to 3L/999 (1 -1) 2L /180 303 - 293 -8787 FAX 303- 293 -8801 1101.: 115'% Date: 05/21/10 02:34 PM BCDL: 10 f 0 in 5 Page: 1 of 1 SPAN PITCH QTY OHL OHR CANT CANT PLYS SPACING WGT/PLY 16 -3 -0 6/12 2 0 -7 -2 0 -0 -0 0 -0 -0 0 -0 -0 1 24 in 65 lbs 16-102 511 Ronnouzs) 1 1'51n Uulaawn 831 N9 - 431 Its 640 To 640 to, - Material Summary Bracing Summary "fC SEE 1050 /152x4 '1'C 6-10 -12 ryj excepe BC nrarin8: SboaWctl or Probes a 61 U, Poct ® design by0lhers. 7 -1 SFF210i 2x 6 y 2 -56 94 -4 16 -3 -0 Loads Summary I)'Ifit truss lays born dcsltansd for me voters them 10 psfbea0m chord live load plus dead loads. 2)Tbls Iass Ines been dmPned for (lie efforts oflevanord and unbalanced snow loads for LIPS/gablm in ascordanrewull ASCe7- 05exceptamulet,wall Ibefollawinguserdennea Kelly ad Inpal: 30psfconnd snowload. NOIE: ConserviKely, all❑ anted roof factors have been Iftl and Ilse Inured snow load Ids been used for the mofsnrw lead. DOL =1.15. IfIa 4 oofconnghallted. 'ev Gumhtp/gffile. Building saw lead, nN trussh been dslgnM to accaunl Rod" efor's of lee a yes fasting aIbe eavcs. 3 r 3 4)'rittswa :hasbreadeslGtedfa Neeffensarwlna luads accmdan"ved'ASCE7- 05w1Ih @e fallawinguser de0ned 11,1u1 IIU mpM1,[xprsua C. Endosetl. CablrMip, 6uilding Category lla- 100), b -B -L- 258, End Zone Tms, BOhl end webs considered, 00L- IA0.CC2rne Width&130. 9 5) Minhnumstrage attic kerne g In vaurdenrewlN IRC Table 12301.5 has bren applied Member Forces Summary Table inm�Ira:MelnbeaD. eax csl, nwx axial rarer. thtax rompr. mrrelrmlrerem rmnl max axial rater) 612 ' 9' 0.055 28 Its 12 01713 498 its 2 -3 0.949 - 1.25811s 3.4 0950 -213 as BC Sf 0.570 1,1331M (- 8111bs)G7 0.476 AA71M1S 7 -1 038Y -`a9G hs dd _ wow s - 000Ibs 3li 0.070 22510s ( -3I Ibs)145 0.676 -292 NS �2E OE3`v 1John the (F131L7 135 0345 1.106 to, Notes: I) Men des lolls has been elmsvn for quality ssnallefunction, the Plate Pivcarent Mraled per IT I- ZI10VA3.2 shall Wooed, 2) Trlw m hats oure -U.. Is f.rgraphical ieorymlanan runs Tow I0 nays hrnnecuen design by hnss maruravnser. A Bare de peryatdioular to lheplane of Ibe truss. laaal bans sbvll bcinsallel wlddn 8 "of We cnaofeacb cM1OrdsegnwlL 4A / o ccul P6 pendladat011m place Fine h'IwaeiOtaIke mapolm(one simvnt) aIM1lN pnlnw(Iw0ull01nt). hadng M1yalM1ers Reform BCSIABfor additional 5) dlnd u lean informehion. 31 / Elevation Table: W y d 5 "a 04.3 , OLL 25:0 ;'7 OL-0` *( 16-30 85 -11 N -T 946 12 3 F 0 -0 0 3 5 -6 2 -2 - 12 0-12 6 -1012 6 -10 -12 ~ 2 16 _- _...._ - -� -2 -12 2-2-5' -B 944 3 0 Loading General CSI Summary Deflection L/ (hoc) Allowed TOLL: 30psf BldOCaao: IRC20Wl TCI 095 (3a) Von TL: a.121n L/999 (56) L /180 So.: 39 pN TFI I -2002 BC: O.SH (56) VefI LL: 004 in L/599 (37) 11240 "FICIL: 10 psgmA Red. star Increase: No Web: a.Otl (4 -5) WntIOH TL: 0Ill to 3L/999 (1 -1) 2L /180 BCLL: up if 1101.: 115'% Cenl /OIII,L: aft In 211999 a1) 211 ISO BCDL: 10 f 0 in 5 1 Fla. Off.. Une XYAnW. (L5 -01 -S OJ IZ'OD35O) (3'1- 123'271 14'- 12A- 1190)is3 1 (6'11233 ) (' 1 , °v Reaction Summary o IT Tvne Br¢CambO Bm N'IdN R4J & Reac Max Gav ll In Ma%MN' Itt M' L4— UI'r M P Pln(Walp 1 5.51n Li01n 1.1331bs - LfiO NS �03] @s N3 SPOIbs in I 511 Ronnouzs) 1 1'51n Uulaawn 831 N9 - 431 Its 640 To 640 to, - Material Summary Bracing Summary "fC SEE 1050 /152x4 '1'C Bracing: Shezlhed or Par ms at 540. Rodin deal, by 016ers. BC STE. 2x4 ryj excepe BC nrarin8: SboaWctl or Probes a 61 U, Poct ® design by0lhers. 7 -1 SFF210i 2x 6 y Wells IIF Stood 2x 4 Loads Summary I)'Ifit truss lays born dcsltansd for me voters them 10 psfbea0m chord live load plus dead loads. 2)Tbls Iass Ines been dmPned for (lie efforts oflevanord and unbalanced snow loads for LIPS/gablm in ascordanrewull ASCe7- 05exceptamulet,wall Ibefollawinguserdennea Kelly ad Inpal: 30psfconnd snowload. NOIE: ConserviKely, all❑ anted roof factors have been Iftl and Ilse Inured snow load Ids been used for the mofsnrw lead. DOL =1.15. IfIa oofconnghallted. 'ev Gumhtp/gffile. Building saw lead, nN trussh been dslgnM to accaunl Rod" efor's of lee a yes fasting aIbe eavcs. 4)'rittswa :hasbreadeslGtedfa Neeffensarwlna luads accmdan"ved'ASCE7- 05w1Ih @e fallawinguser de0ned 11,1u1 IIU mpM1,[xprsua C. Endosetl. CablrMip, 6uilding Category lla- 100), b -B -L- 258, End Zone Tms, BOhl end webs considered, 00L- IA0.CC2rne Width&130. 5) Minhnumstrage attic kerne g In vaurdenrewlN IRC Table 12301.5 has bren applied Member Forces Summary Table inm�Ira:MelnbeaD. eax csl, nwx axial rarer. thtax rompr. mrrelrmlrerem rmnl max axial rater) ' 9' 0.055 28 Its 12 01713 498 its 2 -3 0.949 - 1.25811s 3.4 0950 -213 as BC Sf 0.570 1,1331M (- 8111bs)G7 0.476 AA71M1S 7 -1 038Y -`a9G hs _ wow s - 000Ibs 3li 0.070 22510s ( -3I Ibs)145 0.676 -292 NS �2E OE3`v 1John the (F131L7 135 0345 1.106 to, Notes: I) Men des lolls has been elmsvn for quality ssnallefunction, the Plate Pivcarent Mraled per IT I- ZI10VA3.2 shall Wooed, 2) Trlw m hats oure -U.. Is f.rgraphical ieorymlanan runs Tow I0 nays hrnnecuen design by hnss maruravnser. A Bare de peryatdioular to lheplane of Ibe truss. laaal bans sbvll bcinsallel wlddn 8 "of We cnaofeacb cM1OrdsegnwlL bull ofood ailh norea pprrvetl o ccul P6 pendladat011m place Fine h'IwaeiOtaIke mapolm(one simvnt) aIM1lN pnlnw(Iw0ull01nt). hadng M1yalM1ers Reform BCSIABfor additional 5) dlnd u lean informehion. haled all G)hlslM wlptl u reactions basetl nMWF RS &CkC loatling Elevation Table: X Loran: Too Clara: Bohan Chard: XLecadar. Tnn Chord: Bono. Cbual: XLcrlthou Too Chord Bolam Chord: 072 [2 -IL 159 r form 944 `a05 IB -Il "a 04.3 , OLL 25:0 ;'7 OL-0` *( 16-30 85 -11 12525 25 May 2010 Keymark Engineering, Inc. 6707 wmcbesw Cpue Betuder. Colorado 80301 KeyBuildo System KeyTmss Keybuild Solutions, Inc Truss: T009 Version: 4.15.30 [Build 361 5305 Steele St. lobNome:0310312R Denver, CO 80216 Designer: Faye 303 - 293 -8787 FAX 303 - 293 -8801 Date: 05/25/10 01:02 PM Page: 1 ON SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 8 -5 -0 6/12 1 0 -0 -0 0 -0 -0 0 -0 -0 0 -0 -0 1 24 in 3716s 1., 8 50 4 -2 -8 8 -6-0 2' 6112 311 d 2, 3x6 z 1 12 ]3 Y 3 0 -0-0 2 -14 &&0 - __..._ _... _ . Loading General CSI Summary Defl ection L/ Our) Allowed TCLL. 30psf pIJy CWe IRC1Wfi/ C. 0.53(1 -2) V tlT 0.29 in L/3 ) 35 (45 L /IBU S 30paf TPI1 E0@ BC n4() V LL: Om L/999 d L/240 COL ) Hrz: Uin 5 T ief Rcp Nbr lucrcuvc.NU Wb 0.554 (l -03A TL B lief ryf D04 IIS% P .l - Y c N ' O RCDL " �n V PIal 01i pvcXV,Ang). (1:1 R:0 -0 }I5 E].) (31-12 ) f538.4 A 41 � Reaction Summary d JT TyPC Bm COmb, InEIVJ Rgtl Br¢Width MaxRrnvY Max Gmv UOR Nax NWfR$U 'fl MaxZ liR MvU 11 5 HRUII(Walp 1 3.Sm LSOm 5251bs _ 't - -10fi lbs -3831M - 3P316s 4 Nn(T —) 1 L5 in UNmaun 525 too - - 23516, -03216, A32lba 36516, S �' 1 j Material Summa ry Bracing Summary • S TC SIT#22x4 TCprecin8 ShwrM1edor Prthns a16 -3 -0, PUrlin JoilP bYOIM1m. �• sPFp2 Ex4 pC Bncin6: We Sh ®thedor PUdiv allWA,Pmlin desym by OlM1ers. web, xr sma 2x4 yj • •• y • •• �� Loads Summary M1 hssben desig du Inryfbotlom ahorJLVClwdplus tlead loaJS. 2Tl M1'b eli Uufbl eM tl balanaetl snmvlords forF pilpbl naccordance uilF ASCEJ -05 exceplasnorcd wif tM1C fllowiny ¢saT dined in loa dforum m,N: 3opsfgmmtl snowload. ix 0m: Consefoo ly, all loosloped rmffanan nave been ,uored.nlr. sannl— lollunbee—al forlho rvnfxnowloaq DOL -. L15. Ifll¢ mnfwWigunlion NRers homnip/Ba61e,Bw1N'ng DUienmsM1allrmifY,nawlwds. 25 May 2010 3jThbmu n016mn Wmacc eetsofwasl m nac c onIenecoll 4)Thu M1UssM1as been designN fm lM1e eRedsofivirW lwd iaaccoNencewilM1 ASCE 05 A S C oca mnh, nsenoa inu doff , useraefinetl mpuc IIOmpM1, Exposum C, Entlosea, GableMip, BUilJing Calegaryll(I =IUp),n °B °L -25ft, LOJLmc Tnis, BOlh rnd webs cOnsidertd DOL =I tin, CCZOne Widf 021p -rs CZ.a Wi 5)Minimam tamSe aMClnaduigin av'avrdanmwieh p2C TahICR30L5 has been applicJ Member Forces Summary Table indicak:MVVMID, max CSI, max axial fame,(nax mmp[ fo¢cddilfertnl pond —axial farce) TV 1 -2 0.533 21916, -0416,) 2 -3 OA99 - 13016s BC 4 -5 0.]39 3EJ Ibs (- 12916, w bs jla n"a 2]916s ( @2816,)12 -5 0.249 AUB Ibs 121 II IP] 69116, (- 32116,) 3J 0.541 - 235lba Notes: 1) When an fa en fis n—has been ergnahlr „„xmance ivsaelmv, he Plate Plaeonuvl Malhadpar Tar 1- 20021kl,2 shaH to noxI 2) Wanda, Pocible mnpieas in 6maredy may rWuim assonant design mvlcw, 3) T—,. none — o o r. B foryaphiou io',a iov only Taus, to.- eommion duiym by an. -- filena- 4) Thcand ofevery thorn seyrcm ,Fall be bmcetl la¢relly pupv'ntliavly' to II¢ plant Ohhe M1uss. Iz¢rzl breca mall bo instilled uiddu 6 " oI the unJ of wch cnOrd scsment 5) prat, b.— chord wilhapp —ed Sncalbivg ()i Listed wwtl uplift—eiws b ad on MWfRS 6 C@C loading, Elevation Table: xLaartw: Rm Cnand Roman Chord: x�O don: To, Chord: Banam Chord X"lioa' To, Chant: Do.. and n-00 2 -1 -13 4d -8I. 43 -1 1 -0i0 6 4-5 n use, " fn' dopil 114 fins n Th J � f Jwlb ld ng mpa ( ).1 "E m ,p 'f pm' GM n T n upalwmmmaamM eevi M1TPr 1 nal2ana.e +W1 n arym bIM b fnf ' Key mark Engineering, Inc. Gi �mf ey r am b IX a ma o nnm qn i4 l yn. , meals „ernnnmm.glne maam maana'g JenpinsM1 ll land fga aM " "Ie0 nJaasn,wnloemve�Mllti,ees�me a,rwemk mir: morn torn rtq'mi by PPl'F "g ,.CP M1e nallbl IlYbmcm FYMmnfmllw 6]0]Winel- terCrele JimininF IY nN 10 M1 p "b,nwn�ef,rla rnl„�ppan,f m,�amllmetmmponenu oNymrtaaab�pkl 6lvaglh 1' "a an 1 eml lord brain, al b IJ tide pi n ew6... m f, tuners, III Bmldm, Colorado 80301 m eC9lp r dm aha vl a rrlrl man nmoel,ImarclmaamlW ran n " ,e r 1 . & 1 1. than naa „ Imd n 1 a. no ardor m me rope. a. an pt.T hbxm almwm P 'a a . I..x e<an em amnxlwr 1 rani 1 au (ono).c mpmaanml bemanmammm n rngl,m. „I Rmu" IRSRms r m u 1 nnfm b nranm arnmam n u a nnn r m 'd1 1 L an. s1 m 1 >' P I d n ramnW mnerleml b h 36 v l nWl deem �mmnn narm m m.a .lama —oana air,aJUluam aneh,mse n r Lm aMn PP„n. lT .ea1 ti a "dolnaaep�mur arPmprPanm mPn¢dn6�W^�ibiliry „ lely fmmeamseamranm as bm,lwwn. The rv'mbil Y�^ anla )eamr,nmlfmanYP�neWarRwlJ�ees Gi'r JkrcV,rcM1nN,finebWld'n6aa[6Trvr paM5V1111- 20JtC ar4r2 i� KeyBuildOO System Ke Keybuild Solutions, Inc Truss: T010 Version: 4.15.30 [Build 36[ 5305 Steele St. JobName:0310312R Denver, CO 80216 Designer: Faye 303 - 293 -8787 FAX 303- 293 -8801 Date: 0521/10 02:34 PM Page: 1 of l SPAN - .PITCH QTY OHL OHR CANT CANT PLYS SPACING WGT/PLY 11 -2 -0 6 /12 1 0 -0 -0 0 -0 -0 0 -0 -0 0 -0 -0 1 24 in 46lbs — _...._ 11 -2 -0 570 5 _ 7 _ 0 5 -7 -0 112 -0 2V T 6112 351 Y 3x5/ 3x/ 3x5/ all Y _1213 i1 2 00 -0 2-8-2 5 -7 0 4-0 -__.. 570 Loading General CSI Summary Deflection L/ (loc) Allowed 1LLIL 30pf Bldg COtl IRGZM61 TC 979(1 -2) V. I L 0,05 to L/999 (A -5) L /180 show Wf TPI12002 nC 043(45) Val LL. 0021 L1099 5 L /240 ]COL lO BUT, W.f(ak. RpMll se:NO WL 153(3.4) H2TL: Doll 4 BCLI. OOI 115 %Vft B 23d 27.1 (3'11[4 390) (k"f82 -2 4) (5 -123 -3 41 (r'1 -" ' ) 1 O Reaction Smnma o ' I Ty pe Brg COnlbo BNWidd Red Brp Wlddl M!x Ream Marc Cram UUIR Max MWPRSl 10 Max G &CO r M UI'f M I Pill 1 S5m L50m 6M to, - 93 no lets has 388lbs 4481ha 12525 411 Roll Rialx) 1 L5 in 1.501" has us - .3591M 614 co; 614 us - �/L• i� Material Summary Bracing Summary % ^� '• Q TC SPF 145NL52x4 TCB In sleeaed or trials 1 20P II 6,V Ly Ot OWm. pC 516 MG2 4 BCB Ig' S1 relM1ed or P, rll,s If30P I' d gn by hers. / �•• ••� W urs dz 4 y • • 6�J Loads Summ ry s ( 0Too w n b tl Is �f a if. ud 1IDPsfbumcM1mtl live load PI - Jeatl leads. / {t 2)1 1 6.leen dag,N I. f r... ofo an d thbola - drrMps/gables llaccorefenrewll6 ASCE7 -U5 Leman noted wi the rollowng user di C plan 30 c guired snewld, NOTE Censeere Mly O]laVloped ff1 1 bmn lgnoretlaldlLe. grog oast mm loaf bas keen rsed for l6e aefvuw load OOl IL'. bill, aofcoefigua9en differ. Rmn oW gable, under, DCSigrer shell merllyanrw leads. 3)Tbb miss lots not been designed m scorch, for the fors of is dams rormlng a, is rave. Leans innwhh,, exlsb 25 May 2010 4)1'5.5. bussnos been tlxl611ed fur lM1e e leads In acartlanuwllhnsCF)- O6w11L 1Le followNg nscrdefnN lnp1n: nWh.Eltpmum C,Ondosed,OableMlp.BulldiiR 11O calegmyn 0 - 1.00).6 =B =L =25 4 End zone Tmss, BnlLend we6s<msidemtl. O01,- LG0. CC Zuue Widd 5.ss n. 5) Mohn"In storage attic loading In aewmance will RC Table 12301.6 has beenaWlie9 Member Forces Summary Table llla]cales: Monte, It, may CSl. not, axial force,(mex colnpr. Force naiReronl bomlwrc axial ranee) TC 1 -2 0993 "I'll 29 6673 175 ]be BC A 5 51430 0431hs 6G U.2G4 A201hs n we s 1 LLItl4 cars 25 0.060 177 all (1261hQ 64 620 la 1. Ir -5 0.277 736 na (40515)12-1 0.487 97415: (753hod Notes: 1) When no, ws has been chmen for gcollryamuanm inspmlion, the Pule PIalctrcm Method per TPI 1200LA3.2 shall horsed 2) Tows to name neuien b for Rrop6lled h ic,nolinri onty. TOm In lass conrecnon deals" by bus manefadual. dieu vTheend of orrery chain Segmem shall bebrared lineally peryunlar mlhe plane of Nemux. Lateral hareasba0 be umalleJ within 6 - of lhe end Dread, d.m xgmenl. 4) Bea hullo. rhold w' "ne'reahealhl, 5) LLS1m wind n111Reare— based on M P16 d cell hions, Elevation Table: %Laredo": For nord: BUnnm ceom: xLmannn: Teo Chord'. BJnon1 CLuN: Xhnrallnn: Top CnoN: Berme Clam: XLOeaOrm Ten Cnnrd: Bottom CLmd Run 193 658 1 -Gd5 1160 5]U 41 "II r3 -G i1 -29 mll-3 282 Ace,y flM 6".111 -i JIW Fe. l T tl blf IJI JilLIIJI q. ,c ( ) 1 men ,il I prm4JNpd T O bar rd,cbf 11 NU' II TPI.1..'s., Le4001 NUSM PP. dtN.N yu Llllyl. Nf I ruy flN p lam hyhe Tt U ly U III be web Mby.L sin, Mler C ed1ml I a 'rally' aril hl M.iM .11 "1111N1µ Keymark En�ln- ering, Inc. doolat 111 INR - fb 1 MINIIdPh &- 6JM.W mhNl IcNgn9.o -,dl"I Le11Jlµ1W Cp l hand .1 be,I n IIyLom Lyl f ury 5707 i[e.lercilde JenIIJ1µN IY " "lil I's 1.1 M.91b1 Ifr ilppn flMlNtll Vu IY rN 6X11161 m61I Il IA IM. ImJb6 IIdIINpd_IM "l1µ M11c11 "Y ne Reftt cancel Colorado M391 x961 &1f M1d vl Ngµ d O 'PVIYI dMyn 1J Hbl f II IIp L �'1 pU G f' lad.p nl tl IU11'a tall '1' LeepVIIN I n. ill, hrk dIM IIM1' y r Idhe b.l M IilI Ie 19# CfahJ L otl 1msN (UN01.0 orpl _IUIIM ufafurtd bflµl.M.'IPMJ C1s cialacc) PI .l aRle VWM MM1f W — M1J II dl lot IISM ddl ,I 51 (I ll pl II 1 III Is IaNI I.T. slMlle. sort P U P" tun vWm Pl MI rG II 11r. fTPI. U_lyls - -1k9 1 6 II IxP tlM I ul llfl- ppW. Th.v.l Ild Jlra e. Iu eleµf .eA�µmWlnih1111Y "IIYf Ie. lnvcw W�ellJrvi6l al torn. Tw. v Ya Atmofa Snw�prvlr (rva Ylun elan LU lJ ngJlrtlp19111emWTL11' YfMh IlAing dsiaut Vn AMI/IPI I.2nl1[CluP Or2nlpf KeyBuilden System KeyTmss@ Keybuild Solutions, Inc Truss: TO l Version: 4.15.30 [Build 36] 5305 Steele St. lobName:0310312R Denver, CO 80216 Designer: Faye 303- 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10. 02:34 PM Page: 1 of t SPAN PITCH QTY OHL OUR CANT L CANT R PLYS SPACING WGT/PLY 32 -6 -0 6/12 7 0 -7 -2 0 -7 -2 0 -0 -0 0 -0 -0 1 24 in 12716s - 33-8 -0 10 -12 6 -1012 2 - p ^ - $ 2 -5 231 12 -p 9 -4 -4 16 -3 -0 � 23 -1 -12 30 -OB 326 - 0 3x5/ 3x5\ 6 652 3X 3r75\ 1216 den 1m p SzH- �/ yp 6 \ 6' 61111 1� 6x I 6x \ 3x5 - 1 3 - 15 12 3 312 g 16 X 00-0 2 5 8 640 -12 6 -1012 3-5-6 6 -1 -12 6 -1012 2 -5 -8 0-00 _ _ 2 5 8 - __.._._ 9-4-4 16 -3 -0 234 -12 _.- 30 -- 4 - -- BB 0 8 32 6 -0 Loading General CSI Summary Deflection L/ (roc) Allowed 2 d X11 30pf Bid, C II2C 21X16/ TC 09fi (4 -5) TI 03tl1 1. /Afi`e QI -12) LI180 5 ' TPI12002 TCNL' 'aB'f We 078(11 -1G) Ca,11 0 LI989 (11 -12) L /240 lUpsr(ak RpMbI c:YVS \Nh OAf (q -I[) C I /OHTL U051 26/999 U (I -1) 2LI18 BCLL Opsf pOL 115% C IIOHLL 0031n 2L1999 (1 -I) 2L /180 6CD1 10 fra H T 023 0 ••N • •• YII 011ads UnL %,VA 0,1 (1'3-0,23,0.) (2 U-0115.LZ) (2013192].) (4:1 -1231 Gy) (OL,6; 1- 12$1,2].) (7813,1 -9.22) (tl:0 -031629.) 90) (6 0'�*'� (S3dGL Der tennj80.) 111 1 12.3 3 14) (t0ll330) B3' -283 q) (de 33A01 'T Reaction Summary Q / � C^ s 1T Tvle BrR COmM pre WiJOo RpdnrRW tll Max lECac Max GtmvU IC MaxMWPRSU IO M M f IFl M' H �.Q� 12 14 Pln (Wall) 1 5.S In 2.74 In Ij45 Nx - 69117 - 1P341bs - 1.0341bs SO IM • �w 1011 RO111Wa1p 1 5s In 2.74 in 1,745d, - 691 ILI - 1.0391ha -1,034 Its 14 Pit (W.IU 2 5.5 in 2.74 ]a 1.7451bs - 6911bs -1,034 hed -Lay flu 1,829 Its t. •% 10 l (WalB 2 `e 61n 5t47 m 1,745 be - IM lb, 1,034 Ns 1.034 lb, 678 Id, / •• / Material Summary Bracing Summarly n d TG srrnz zx4 Te eating: slnamea urpm ltw3 -lo o.emud design b omm n. BC SPPRZ 2x4 ' •• a��� �• BC Brafier, Soonest or Pounds at 3- 110, Prelln desire by O @en, Wehs 2x A exwpl : t /// SI #2 2 -13 SIT N22x4 8 -11 SI'I /y��- /C:'�.�s� Loads Summary 1) This bras ba,beendem,t,dto, me enen, doom lo,,fmarmi clund]I, lsadplus dead load, 25 May 2010 2) This bass lots Donn duel for tile effects undimm and mmalwtmd a,,uw lnnd for DlpNgable, In ahcumancewob ASCE7 -05 except as cour whil the Creel tt user crunch input: 30 psfgrmmo.,now b rd, NOTE: COncervalively, all paUsloped roof fairs have been lgnmed wrof hegou rd slow load has been coed fm Wemuf.aow load. DDT- -1.15. If the roof comp os imt differ,, firm,, hcptgahle, Buildhlg Designer shall softy snow loads. 3) Thk It as been resigned to seemed for We e0ecv, of ore. owns funning at the eaves, t ss 4) TlJs o ha, been de,ynd for the em4sorwind Innis in accoursewill. JV CE7 - 05 whh We followil -rieWd lnpol: I lffr h. Pxposu.. C, Ereha d, Gableffif, , Balldid, Cmet 110 =1.00), h =B-4 - 25 0, End Zmad'fms, Both end weA ro tdcaded. OOL -1011, CC Zme, Width 16,25 0. 5) Minimum swage Blue loading In accordance with INC Table 83015 has been spot" Member Forces Summary ToM1I s Indicators: hurricane IT). line CS1. It= earnface.(it= cents. force if different fro. rude aaaldoes) 'fC IS -1 OOG2 29 Its 24 0,852 2.950Ibs 5G "963 299911. A9 ,,731 237 NS i -2 0.]31 23716, A5 "943 2,A4916e 68 ,,852 -1.95U Ibs 9-0fi 0.062 28lbs BC &10 0.334 I'd us ( -I albs) 11 -12 0.978 20191DS (A6A Ihs) 1.'619 0.2tl7 - 2,OIOIM1S l 0.287 If Ibs 12 -13 0]]G G62'l hs (Af81L) 14 -1 0339 230N (- Ih) s c14 U Illg 3 I S .1n -LJ IDS q -12 0.856 - Ag21U, 6 -11 OU9U 3501bs I2 -13 "670 2]3Ulbs (1,I701M)15 -12 0.66 1.505Ihs (49811mlis 11 p670 2,73011x (1,17011.) q -13 "090 Aso 101 r,12 0.854 842 It 8 -10 0,314 - 1,56316s Notes: 1) When his moss has been closed fnr,doll, assvance respond.. toe Plaid placement Method or TPl 1- 200LA3.2 shall be nxd. 2) The end ofande dmtd segnenshall so bacM lmoaly ix rodiculr a m N ...L s plane oflDe.m- lhe-Shall beinstalls!wubin 6' of he end of It dined cpanl. 3) BarenmlOn Clmrdl ppmvcd s heathing 4) ( let DaNngrGmmd perpendicular to Ne plan,, of no undo at third, Inc accrued (most ... ) or lDW point p-hition), brans, Dy mh -Brurm W'SI NO for additional Indication. 5) ModUple pinned hearings cxlst. 6) IimeJ wind upliftreadmns bdvdon MWFRS. CPoC loading Elevation Table: Xl.1111m: Top Chord: BsOOmchmd: XLOaOmo: Tnn Chord: Botmm Clusul XLoation: Tnn C.does: Buwn could: XLeat Tnn Chord: Be,." Could 072 73 -11 pees 129 23142 505 1811 3[00 04 -3 000 "u" 1 : "3 6Qb, 94,4 605' .. 141LE .' 25 3 gOA:i '1E$,` = 331 -2 0 -00 1G36 8-5 -11 3 -58 2 -v8 Ifi -15 :10-08 14.15 00.0 A,oB,oC'J 'N IWlbif IIM M1.. r .Ihld IN I'f - M'tl Ib llJlg IW I 11 hw-0 ype'f' rrs PeUxtlM by l.T n -IP/m tlptf W "once M11P1:1300P J1.11g1 Keymafll Engineering, Inc. NIISJn 'M dvJ.N - pnnlblllyf- Mf Ir: yflJ - o IMi py 1.T "O p ill le rN Iryh IJInFd¢lale C yJ ll ct wtsw fly Mrn pyl IM unmarred Mtan, 11 1. file, W.s f6 inn cMlJ oil Jell d l h h" .MIN xnx6 offies luNlnR rrvlulml Ly aPVllubl Llltll�wmin.fmgm'il rllmd,ilWl LelalerellYLrxM dt andy by le rmfmll¢r 6707 W1 1 . t. clubs h-urR Jl Iy,dahre lest ofBratlnN"mxufutln mlz pry orb JlNJ- Ilrvnmmpnn drWuoe sculdnR lrrypl.ld yd p. I1 Jbrcl %or II buIId118dlslprlLatlng411 ,,CSI B3 r., 'lu bylrllxn Refer Bo IJer LUldradd 811301 m eMM rvzlantlll8 tl p pplYl tl IxyuN yl f. Il llpn - b RL1 pl .CU ofmn IuhB r lu J Ib J IWI be pp11M I. - Imry Ime.T ,IWI Ld I'IJlxltvil mreprinrm me ran o' JJ a'J sir 1I LnI M I '" J 1 ffbl J 0,l Wwem NN()). f n: is 11 b 1 4 ' f ' coal M I local to (ISR- II8]{. PY iwll henppllM Wlf -uf rvsn Ill PI J 1 I4 Mwltldxla 6051otspolrs)Inpladsia lalll I.p'l Ilda-1,114 cest .1.1 mNOrplolr N.. 'hods, dr flPl GiRnw - ss Ivrege IIMp o'd Vlln Ppn ., Tlldse.Ilm ll �JrvmnAlnNra m' tau u! fuv X In..rlrlR nswu'ILIII Pm 1, tysdlelY furl) etrvsarwnrcn tlrt R0, slmmn. Tlw u ebJ'Y' tl fLl rnmpnn f c, Pr bad uxr n Jed re I Nnfde.Inhard Mly v, Ier ANSVWI 12002 co KeyBuild ©System KeyTrussOo Keybuild Solutions, Inc Truss: TO 12 Version: 4.15.30 [Build 36] 5305 Steele St. JobName:0310312R Denver, CO 80216 Designer: Faye 303 - 293 -8787 FAX 303 - 293 -8801 Date: 05/21/10 02:34 PM Page: 1 of 1 SPAN PITCH QTY OHL OHR CANT CANT PLYS SPACING WGT/PLY 27 -9 -0 6/12 3 0 -7 -2 0 -0 -0 0 -0 -0 0 -0 -0 1 24 in 115 lips _ za -4 -2 _ _ _ _ y1 -2 Al10 -12 - 6 -10 -12 -- 590 - - - - �� -- 590 2 -5 -6 9 -4 -4 163 -0 2b0 -0 90 2] 1 5xE%16 r 3y _1 3, 1 6112 qq 3x 1 NJi no r sx i 1\ � 1 SxJ / 9 1t d 4x6\ ca ]zBl 312 13 1213 -1213 000 3 4 11 2 -56 6 -1 -1 - 6 -8 -0 5 -11 -12 ~- 258 __- _1604 i 06 14 5 -90 94.4 2200 Loading General CSI Smmoary Deflection L/ (hoc) Allowed g f TOLL: 3 BIdgCJ IRC IDDIJ TL 092(95) VtTL, 031 L/999 (10 -117 LI180 5 9ppr To Ride 8C UG9(10 -11) VM IT 0.1 In L1999 (1U -11) 1,1240 TLUL IOp ((oak R ML 1 se.Ye W h 09 (2 -Ip C /OHTL 005 n 21/999 (1 -I) nit 2L 8o 11 BCII. npr UOL 115% CnU OH LL. 003 in 2L /9W (1 -I) 26IIW � PI F � ,Td, IU fro Hua IL OIP II ull I U x,YAgI (1342 -50) (1.0n.31527a (301319[7) ���V, (4:1 -12.31 G]) (:U4e49U) (6'1- 123129.) (/39,22,21) @:1- 12.2 - 11,90) (91123314) (100 -031oo) ( 1 239141 f 240.3 3dj `r ? � � Reaction Summary Ar 1T pipe 11 M pipe BrpC b Wtl lh Rndlerh WdO xi o M Gov llnl0 Max MWPRS1110 M M U10 - .�� 12 ]G Pln(Wall) 1 S.S In G6 I,LBI Its - $6410 -1065 Iha - I,W61ba 15a'v Ns A Pln (Wal6 1 5 5 m 1951 1,291 ]be - -503 the 641 the 641 Ids 679105 12 Pa(Wall) l (Wall 2 5 o n 2,65 ' L656Ibs 642 IM 992 loss b921 , 191165 K 811Rstil"nD 2 51n 1991 1.319]be - 5131 lb, 655 Ns 655 ]be - !• . , • C1� Material Summary Bracing Sma rmary %�� . ` Tc SEE e2 2 x 4 TC Brother strangled or P rood 12 -1 o radial design by Dithers. aQ BC SPFk'42.a BC Baring: Sheath or Prlins at 5- 110 PIdm design try reuse. Erfurt 2x 4 / 4 look Loads Summary 1) This mm law been designed for [lie offices due to 10 psrbnuom chord live mad plus dead leads 2) This roast has been designed for the effects ofbalanced and nobulsnatl snow loads for lapwrieas In accordance with ASCW -05 except asnolcd, wilt 0o followingdor defined May 2010 In,,,,: 301irP rand sww oad l NOTE: Conservalively.hg IlaVsloped roorfeaws havehan Ignore) and Ibe groeendmmvload Ens Lccn used for the roo f snow load, DOL -1.15. If te h 25 ofmMgurgion differs road mprgahle, Building Deign erhall wrifysnow loads. 3) TES 6u a bas been designed m ecrvunl for I., anal of fice Ends forming m 0eesvds, 9)IDis w4Ln been dnslgnM ronLc rned5nrwlntl loads maunrdanae with ASCL7 05 with (lie fullowlia,nser handed Iniu2110 nepM1, l3pm'nre C, Enclosed Ca01JHip. Building Calegnryll0 ^1A0).L - - 259 Ena ZoneTnes, I3nihend wobeconsitlaed DOL =LOO,CC Zone W1dN 1388 f1. 5)Mlnineumsmrageavlc loadinginattowance. wI1LIRC'1'able R301S leas kenapplied Member. Forces Summary Tame iadicalm: MwnOerlD. nnx CSl,Iwx Mlal forcc,(mex wmpr. force if alRerua(mm maxaxa] more) TC 13 -1 0062 28 Is (4 n844 2j2316s 56 OCGG - 2,0021ts I2 0.]19 245 @s 45 it 119 211.3 f -] oce, 28flo its I. pC 89 [1232 1.624 Ws IUII 0890 HAIR to, Ieril 1) 12 -1 0319 2381E (- 1041ts) J10 0561 diftht 6unIts) 11 -12 0sdi ]401s we - e,91'v ens 9 -lU [1893 11381bs ll.l' OI4fl - -- Stolhs Lll 0.946 2.514 ]be 1,137 do) 510 n455 12101hs (- 18916.3) 9 OG]8 1,80116.3 (.723led 4 -11 hot -313 the 610 one 31410s 78 UR6 -1267 us Notes: "Isun OLI inew urs heed f 9 IIIYaes I.pe li n.lhcll PI rl McO uJp TPI1200VA32ddligased. ,dead, g l d, be I.. Perpendicular l 11 fince, of de 11 LOt IL acessdall he ln.Slalletl wllhr 6 "of lM1 tlnreaN there s^rlmnl. 3j 6 hem 4) JL 1ractualaleralluedng hatnlre0 prrycMimlor to (lie plead aided truss al ddivotM10 miniscule (no, Ilicle) or third points den 11m1r6. bcaing bymlre. tenO BCSI - fweJJhional lnrornwnnn. 5) MUWple phoned 0eatlnff char. 6) Lnledwlna nplifl rcecfions Msed on MWFI2S & C &OloaJing. Elevation Table: X Luddere Tonchure: Bolcom Chow: xLOCaOOn: Tov Chord Boole Clear %LOCa110n: too chow: Bmmm Chanel xLocation: Ton Chord: Bell.. Chord'. ]111 409 12 -9 143U RS -11 34-0 2i90 28 11 Don : %> - -0 .' BAP} "' loo', -.. J?2-kP ". 11012`,1,', ". 2,58 1 G:3 .`573." 25A 1 -6 -IS 000 1604 8 -A5 3411 27 -38 2 - A rgiy [OiLJey i lltrf n4lM 1 n n Je56^.r 141 J Ib ltl g. pa ( 9.Il bnmi ppclf- 'y Ju3 byI T p -IG. dpef NI r6 b'ITIIL n3lulu Ie2A01 IJ95Jnlpi JMN pa lLly- w( I.- ry( r pnmJitl bye T INaigm r ll le^. fpJ LyL IItl hJ _hy'e^ L yJ P.' 1 Ily Mf Lyl ll TmL IIJInA Keymafk meeting, Inc. Jizl9er911 IuW'6, 6A n mWl'I IJ II & JJa J�+ nr6 nlrcJ lore by lNll "LI LIIJIn6 M_.f p Iuxda IWIL1 rnllYh MhY d". f 9 G]m Wnr Clrtle houbt A J 1y JeJ, 1 I. II h I. f Ice etalwpyn f NNd In IY dJ [e LuiFll AI. hh_ I t tl 1' I JL h II6ulIN g Irslp bon eb 11 Ly M.. Rrfer Bn IJP.r Color 8U3U1 oOrSl ltf rWd na'I IIIµ - J I p pplylwdabynN o f II III b IriA 6lnpl -( 1 Js l'Ra. lane) 6^I'JS h mltr ppllN I. alairy T I'll bel JlaE lull .pit 'I IJ4 my L M M1an in, us J (ALJ WJ d NN.O ).0 11 gallw F' chi I, F M. IPMers hon, ((SR -IlB 2) o'- eh IIM Ppgot WA f - f IJ PI dl 1 ml wed1h. Imbll "I, perho in plits elWl can W I, the p 1"1011 h i tat It ml l v PI eel miU 'II ILe Th,Iont libeN 6lJd¢ p ofVrvreaiw al AlnmrinArm'pn 616111Y aolelYfwll Inmrm �rcn Jrvlgndum'.'th, �' rohnrwryat .wit ahl Y"'d ve ho I, pmlalu W'dirs�p krle vrmb Ad 1 Y g M R'41451/fl'I I Lh02claPrr2 lldl