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3781 Depew Street, Unit C
♦� City of " jjgic COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 February 26, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): NT Perrins LLC NEW ADDRESS: Wheat Ridge, CO 80212 Lot 1 — 5690 W. 38' Ave., Unit D Lot 2 — 5690 W. 38 Ave., Unit C Lot 3 — 5690 W. 38' Ave., Unit B Lot 4 — 5690 W. 38 Ave., Unit A Lot 5 — 5660 W. 38" Ave., Unit D Lot 6 — 5660 W. 38 Ave., Unit C Lot 7 — 5660 W. 38' Ave., Unit B Lot 8 — 5660 W. 38' Ave., Unit A Lot 9 — 5630 W. 38 Ave., Unit D Lot 10 — 5630 W. 38 Ave., Unit C Lot 11— 5630 W. 38' Ave., Unit B Lot 12 — 5630 W. 38 Ave., Unit A Lot 13 — 3795 Depew St., Unit D SUBDIVISION: Perrins Row Filing No. 2 Jefferson County Reception Number for Plat: 2013143669 AUTHORIZED BY: DISTRIBUTION: Lot 14 - 3795 Depew St., Unit C Lot 15 — 3795 Depew St., Unit B Lot 16 — 3795 Depew St., Unit A Lot 17 — 3791 Depew St., Unit A Lot 18 — 3785 Depew St., Unit B Lot 19 — 3785 Depew St., Unit A Lot 20 — 3781 Depew St., Unit A Lot 21— 3781 Depew St., Unit B Lot 22 — 3781 Depew St., Unit C Lot 23 — 3781 Depew St., Unit D Lot 24 — 3791 Depew St., Unit D Lot 25 — 3791 Depew St., Unit C Lot 26 — 3791 Depew St., Unit B DATE: 2 — Z 5 - - / 5 1. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 2. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT Services at smitchel(a�jeffco.us 5. U.S. Post Office, 3700 Tennyson St., Denver, CO 80212 6. Email to erlinda j.martinez@ sps.g and krissv.i.summerfield(a usps.gov 7. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 10. Wheat Ridge Water District 11. Wheat Ridge Sanitation District 12. Wheat Ridge Fire District 13. Wheat Ridge Planning Division 14. Wheat Ridge Building Division www.d.wheatridge.co.us 15. Wheat Ridge Police Department 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: Vicinity May DATE: Nk y ■« «<i e . w y � z � «,w 2 # $!� « ■ « « » ■:: :? »2 »_< :�< ? 4 *- »<#± «�.f�� x< »! < ■< «* ?! 2 Dat e: plan # Permit # Building g P rmi Application Property (Complete AU highlighted areas) m + +v:v ~ ( \ \jL:«� C. Property Owner 4x »a p»: Phone: 2§ .w.. ». <, :<.w m•� $ . . . Review Ae (du k time Jm ¢ u,e ... .BTU's 1 86L Gallons l ib : A \\ ° Sq F! \ / \` \ ■ . . M a' s.; SS TE PLAN xvsrretNtzrsc, INC. 04 , # it es at stash c na 'y � � MCI =T ' -+ 2 m PEf?fi'LW RO W TOWlv'F#OM 5 a' s.; SS TE PLAN xvsrretNtzrsc, INC. asazs rr # it es at stash c na 'y � � MCI =T ' -+ 2 m a' Im s.; SS TE PLAN xvsrretNtzrsc, INC. asazs rr # it es at stash c na 'y � � MCI =T PEf?fi'LW RO W TOWlv'F#OM 5 � � � Gn � � PHON $aas as or � Z h—,* A a +s { p yg ggppgg g Im s.; SS TE PLAN xvsrretNtzrsc, INC. asazs rr # it es at stash c na 'y � � MCI =T PEf?fi'LW RO W TOWlv'F#OM 5 � � � WHEA 7 RIDGE, COL ORADO � � PHON $aas as or � Z h—,* __ Date: A L Location of Construction: Purpose of Construction: Single Family _ Commercial (Required of all projects for document processing) Single Family ResidenctMuplex ReNiew fte ... ..... .. - ... ...... ---... $ 50.00 Multi-Family YL— $. ° Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will he subject to the following Resubmittal 1°ees: ` submittal (fall initial review fee): ... $600.00 All subsequent submittals: ...... $600.00 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Perunt issuance), PLEASE NOTE THATIN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. www.ri.wheatridge.co.us Rev 12'12 City of SINGLE FAMIL YIDUPLEX Wh6at M g B UILDING PERMIT A PPLICATION RE VI PUBLIC WORKS EW Date: Location: ATTENTION: BUILDING DIN I have reviewed the submitted application documents to construct, a 4Aj! located at the above referenced address. Please note the comments checked below. I. t/ Drainage: a. Drainage Letter & Plan required: — Yes v No b. Site drainage/grading plan have been reviewed and are: v — NOT OK; refer to stipulations, 2. v"Public Improvements required & to be completed with project: a. street paving/patching: — Yes — No Completed b, curb & gutter: — Yes — No Completed c. sidewalk: — Yes — No Completed d, Other (specify): — Yes — No Completed For items not constructed, the amount of funds taken in lieu of construction: $ 3, Z' Does all existing roadway/alley R,O.W, meet the standards of the City: es No If not, what is required? If R.O.W. is required, has the deed been received: Yes No (see Note below) N,OTF, All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. t The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Signature I.S. Date 5. _ NOT APPROVED: The Public Works Department has reviewed the subnri'tted material and does not approve this Permit Application for the stated reason(s): Signature David F Brossman, P,L.S. Date 6� _ Stipulations: 7. — A Drainage Certification Letter accompanied by As-Built plans from the Engineer-of-Record shall be required prior to the issuance of the Certificate of Occupancy. 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY, MONS= NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: ADDRESS -;a- L4 WM_ 2180 , 3<>Uth Ivor Str Suitta 5 naar , C>�anvor, CotoradO 80222-57 Geotechnical and Environmental Consultants 303-759-8100 Fax 303-756-2920 wwwagwassenaar-OOM %#" F I :?r�4 ex corners of the anticipated building footprint to depths • approximately 19 to 24 Fe subsurface materials encountered consisted of Boring I (southeast corner — Lot 20) 0' to 3' Fill, sand, medium dense, silty, slightly clayey, moist, mottled brown 3' to 9' Sand, medium dense to dense, silty, slightly clayey, moist, brovi NT Dwellings, LLC IV A ? ' November 29, 2013 Page 2 1 Boring 2 (northwest corner — Lot 23) Date of drilling: October 29, 2013 Depth to water: Boring 1: Dry at the time of drilling 12 feet 2 days after drilling ;oring 2: Dry at the time of drilling ' 14 feet 2 days after drillirl wi z i i — residence may be founded upon NT Dwellings, LLC Project Number 135111 November 29, 2013 Page 3 3, plumbing and utilities should be isolated from the stab. 4, Provide frequent control joints in the slab. NT Dwellings, LLC 0 ?.roject Number 1351 J November 29, 2013 Page 4 Following these recommendations will reduce immediate damage caused by movement of the floor slab; however, the void spaces recommended are not intended to predict total slab movement. Care T-9,Aj"blisil oartition voids and flexible connections when necessary. The wetting of foundation soils and/or bedrock materials which causes heave may be reduced by carefully planned and maintained surface drainage. The following recommendations should be implemented during construction and maintained by the Homeowner after the residence is completed: NT Dwellings, • .. Omm, •- November 29, 2013 Page NT Dwellings, LLC November 29, 2013 Page 6 1 conditions not indicated by the boring are possible and expected, Therefore, we should be retained to observe the foundation excavation and construction in order to . ©» or revise our recommendations, If \\ uxpected subsurface conditions z -«# erved by others dung construton we should be called to a- - » o< ecommendations Reviewed: Don L. Taylo J , P. identi T'Y'o Jr Ka It - 2 S Geotechnical and Environmental ConsultantsT," , DR POS ITIVE " .. AND/OR II i SL OPE WHERE WATER CAN BE REMOVED BY PUMPING P IPE AT A MINIMUM OF • 1 3 OR 4-INCH DIAMETER RIGID PERFORATED PVC PI D 20). OR AN A 1 BACI4FILL a+�- ► x s � r= • s LINE r•= f i • ■ s •� FOOTING FOUNDATION Fri -S t aT we TYPICAL INTERIOR DRAIN DETAIL MARCH 2006 FIGURE 1 I 77 1 Its "' " , (,) im P"I I X) am S)X0 ,.,. :a�� <� |� |� lI lipilip I I E OX0 0 rpm i Cb 44 OX0 it OX0 R1 I IN PLACEMENT PLAN rW Tld S LAYOUT 15 TW SLUk SOUFUX FOR FASASCATION OF TRUSSES Af* VOIDS ALL fQtVKO35 AROOTEICTURAt OR OyL*k 1AI'l9 IA.IS I.AEll A. API.Al .1T.SUA.I.Sl BE A.151.. 14'Sk.1 T. By PROBuild Add— 1 --41 j.__ __.3_. flo —P.-ftd nro IDA Ww'., *,I,, . ft ".0-1-0 ft R.W, *-P a-" f., # eba roaf ma3 €#or ayasum azd hxw eta. aerefscsrsxi�ru.a. The ds„rign of asm rrzma su�pon ssnrceure uen&sSwg wma&.r».lremta . of b—' A—k" fmm 04 T� Mat, 1,ot�Nft, 561 VNOew &—,*,d— WX 53179, CD CD CL! PLACEMENT PLAN rW Tld S LAYOUT 15 TW SLUk SOUFUX FOR FASASCATION OF TRUSSES Af* VOIDS ALL fQtVKO35 AROOTEICTURAt OR OyL*k 1AI'l9 IA.IS I.AEll A. API.Al .1T.SUA.I.Sl BE A.151.. 14'Sk.1 T. By PROBuild Add— 1145 A YMUSS KACEMENT DIAGRAM CA &V� � TN&W f d,,qmUl W ,ds 4W �4" �p—ft ft SO j.__ __.3_. __,m_w._,_ , ...�.„..,,,_ ..._P,.#. —P.-ftd nro IDA Ww'., *,I,, . ft ".0-1-0 ft R.W, *-P a-" f., # eba roaf ma3 €#or ayasum azd hxw eta. aerefscsrsxi�ru.a. The ds„rign of asm rrzma su�pon ssnrceure uen&sSwg wma&.r».lremta . of b—' A—k" fmm 04 T� Mat, 1,ot�Nft, 561 VNOew &—,*,d— WX 53179, DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 uss . uncler My D supervision ow nave Men prepare v " M N-717 based on the parameters provided by ProBuild South (Longmont). Pages or sheets covered by this seal: 17009813 t u 17009819 My license renewal date for the state of Color ado is October 3l,2013, umber, an (d) referenced in the latest edition of ANSIMPI 1, S ion 6. . E tD:VtQn%vg3wX3YQvCGWrU9nNlzDyXN-OwRgsRKV 14-6.0 1»3-0 30 H Scale - 1:38,0 2,50 FIT 13 14 LUMBER TOP CHORD 2x4 SPF kfo2 BOT CHORD 20 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 Stop No.2 BRACING TOP CHORD Structural wood sheathing directly spored or 6-0-0 oc purhirs, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except 9»2-13 oc bracing: 24-25 REACTIONS All bearings 14.6-0. (lb) - Max H= 25=329(LC 6) MaxUp',ift Aff uplift 100 hi or less attont(s) 25,16,17,18,19,20,21,22,23 except 15--124(LC 6),24--288(LC 6) Max Grav All resoVorts, 250 In or less st joint(s) 17,18, 19. 20, 21, 22, 23, 24 except 25-278(LC 6) FORCES (to) • Max, CompWax, Ten. - Ali forces 250 (I) or less except when shown, TOP CHORD 13-15m-21Z BOT CHORD 24-25---4101148 WEBS 2-24m-137?503 RNUM*�� WARNING - Vadly design parameters and read notes on this Truss Design Drawing and included Dri Reference Shave (rev, 03.1 1) before use. Design M" valid for use with Mrrok connector plates orty, This design is based only upon parameters shown, and Is for an indilvidual building componerC Appricabsity of design pounnearrS and proper inoorporstion of the component is responsibility of bussing designer or owner of the trusses and installer, Lai" restraint 10 designations shown on IndbAdual web and opera members are W compression buckling only, not forbuilding Valatilly boyami, Addholeig temporary restriontr diagonal bracing 10 insure thateffer during construction Is the responsibility strike finsts"er. Additional permanent building identify bracing state overall structure ^"No is the responsibility of the building designer or owner of the trusses, For general guidance regarding design responsibilities, fabrication, quality central, storage, delivery, aredlon, lateral restraint and diagonal bracing, consult ANWPi I � D$"g and gCV (Buicang Component So" inieffeeboth available from AAA19 M 25 24 23 22 21 20 19 96 17 16 45 3x4 = 3X4 11 July 18,2013 -- ,Fists — QfF — SeltjLX 7 .-,. LOADING (est) SPACING 2-0-0 CS1 DEFL 6n (lac) Udell Lid PLATES GRIP TOLL 310.0 Plates increase 1,15 TO 029 VergLL) •0.00 13 rift 120 MIT20 1971144 TCDL 10,0 Lumber Increase 1,15 SC 0,09 Ved(TL) .0,01 14 ntr 120 BOLL OLO Rep Stress 11111ricr Yes i \1VS 0,09 Horz(TL) 0.00 15 Na ma BCDL 10'0 Code lRC2009LrrPI2007 I (Mabox) Weight 91 to FT - 0% LUMBER TOP CHORD 2x4 SPF kfo2 BOT CHORD 20 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 Stop No.2 BRACING TOP CHORD Structural wood sheathing directly spored or 6-0-0 oc purhirs, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except 9»2-13 oc bracing: 24-25 REACTIONS All bearings 14.6-0. (lb) - Max H= 25=329(LC 6) MaxUp',ift Aff uplift 100 hi or less attont(s) 25,16,17,18,19,20,21,22,23 except 15--124(LC 6),24--288(LC 6) Max Grav All resoVorts, 250 In or less st joint(s) 17,18, 19. 20, 21, 22, 23, 24 except 25-278(LC 6) FORCES (to) • Max, CompWax, Ten. - Ali forces 250 (I) or less except when shown, TOP CHORD 13-15m-21Z BOT CHORD 24-25---4101148 WEBS 2-24m-137?503 RNUM*�� WARNING - Vadly design parameters and read notes on this Truss Design Drawing and included Dri Reference Shave (rev, 03.1 1) before use. Design M" valid for use with Mrrok connector plates orty, This design is based only upon parameters shown, and Is for an indilvidual building componerC Appricabsity of design pounnearrS and proper inoorporstion of the component is responsibility of bussing designer or owner of the trusses and installer, Lai" restraint 10 designations shown on IndbAdual web and opera members are W compression buckling only, not forbuilding Valatilly boyami, Addholeig temporary restriontr diagonal bracing 10 insure thateffer during construction Is the responsibility strike finsts"er. Additional permanent building identify bracing state overall structure ^"No is the responsibility of the building designer or owner of the trusses, For general guidance regarding design responsibilities, fabrication, quality central, storage, delivery, aredlon, lateral restraint and diagonal bracing, consult ANWPi I � D$"g and gCV (Buicang Component So" inieffeeboth available from AAA19 M 25 24 23 22 21 20 19 96 17 16 45 3x4 = 3X4 11 July 18,2013 N LOADING (pah 1 SPACING 2-0-0 CS1 1 OEFL 1 in (mc) lider L/d PLATES GRIP TOLL 30V Raise Increase 1,15 TO 11,11 V.1LL) -0,00 11 1, 120 1IT211 1971144 TCDL 94.0 Lumber Increase 1,15 GO 007 1 Ved(rL) .0,01 10 rdr 120 BOLL 0,0 Rep Stress incr Yes INS 0.03 Horz(TL) 0,00 11 nta No RCOL 10,0 Code IRC20091TPI2007 I (Matrix) Weiqft 38 to FT - 0% LUMBER TOP CHORD 2x4 SPm No,2 BOO CHORD 2x4 SPF No,2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No,2 BRACING TOP CHORD Structural wood sheathing directly applied or 8-04) on pudins, except end vertscals, BOT CHORD Rigid selling already applied or 6x0-0 do bracing, REAC'nONS Ail hearings 9-6-0, (Ith . Max Harz 18=167(LC 6) Max Uplift A9 upfift 1 ,00 Ito or less st)oert(s) 18,12,13,14, 15, 16 except 11-134(LC 9), 17=-118(LC 6) MaxGrov Alt reactions 250 to or less at joint(s) 18, 11, 12, 13, 14, 16, 16, 17 FORCES hlb - Max, Comp.ilgaut, Ton - Aft tortes 250 (Rp or Was except when shown, TOPCHORD 9-11-211t276 WARNING - Verify design parameters and mad notes on this Truss, Design Drawing and included DrJ Aserence Saw {rev. 03.11) before use. Design valid for use with Mask connector plates cafe This design Is based only upon parsesters shown, and is for an individual building tumpronent. Appscauxifty of dit"n parameters and proper Incorporation of the component Is responsibility of buitanhi designer or owner of the trusses and Infractor. Laloref restraint assignations shown on individual web and chord members are for compression suckling onty, not fort osiding stabilifty evolng, Additional temporary restraltior diagonal bracing to insure stability during construction is the responsibility of the fristatter. Addifflonsit permanent tiWiding stability bracing of the overact structure N the responsbrifty of the building designer of owner of the trusses. For iferferst guidance regarding design responsibilities, labroatton, quality control, storage, delivery, erection. Water restraint and diagonal bracing, crummift ANSIrrist 1, DSB-89 and SCSI (Building Component Safety Information) snagable from 11 9-6-0 18 17 16 1s 14 13 12 11 3x4 1 July 18,2013 t «-s LOADING test) SPACWG 2.0 O CSt ( DEFL in (loc) Vde€# J PLAT'E.S GRIP TOLL 30.0 Plates increase 1,15 TC 0.89 Verl(LL) -0.50 *8 X916 240 MT20 1971144 TCOL 10.0 Lumber Increase 1.15 BC C94 g Ved(TL) -1.00 16-17 -405 186 MT20H 1491108 BCLL 0,0 Rep Stress mar Yes A43 17.97 Horz('°L) 0.28 13 rile rata SCOL 10.0 _W Code €RC24091TP #2007 (Matrix -M) .,._ ................. ........,.,,.,�.w,... Weight: 163 sr FT - 0% ._ LUMBER BRACING TOP CHORD 2x6 SPF 210OF 1.8E - Excepr TOP CHORD Structural woad sheathing directly applied or 2 -ZO on: pudins, except end verticals. 1 - 5s 2x4 SPF 240OF 20E, 54 2x4 SPF 165OF 1.5E BOT CHORD Rigid reefing dSrecfty applied or 2 -2.0 oe bracing, SOT CHORD 2x4 SPF 2650E 1,5E - Except WVEBS 5 Row at mopt 8-14,10-13 2 -19 2x4 SPF 240OF 2CE, 8-11120 SPF No.2. VVESS 2x4 SPF No.2 SLIDER Left 2x8 OF 195OF 1.7E 3.0.0 REACTIONS (lb/size) 43m•480610.5 -6 (min, 0-2-13),2-176510-5-8 (min. 0.1 -15) Max Hare 2- (LC 6) Max upti9 93=- 443(LC 5), 2- 497(LG 5) FORCES 11b) - Max. CoaslpJMax. Ten. - A#i forces 250 (tb) or less except when shown. TOP CHORD 2.3 =- 439 183.3 -4= -40711885.4.6 -4454 6- 6-441W973.84=- 38111944, 7.1 53 1225, S-9-23941540,9-10-234W561, 11 1;3-347 = 4 SOTCHORD 2- 20 = -2Ct 97.'99 -20 x•9086. 97.18- 19 -• -9Q 887, 17 -'8- -109714348,8.15 -- 28211410, 14.15 13 194, 13A4 -- 6139,'2303 'rEBS 4-18--6&480, 6.17- 780)208, 7.97 = -11 1, 15.17 -.991 , 7-15--40611549,8-14=-3128/775, 10 14-17211213,'10 -13 -2855 0 LOAD CASE($) Standard WARNING • Vertpy design parameters and read notes on this Truss Oas§gn Drawing and'kxnuded Ctrl Reference sheet (rev, 63.51) before use. Design va4d for use with Mrrek Connector plates chili, Th design is based only upon parameters show and is for an ind€vkfoai building COMPorterd, AppilcatAfty . of design parameters and proper Incorporation of the component is responsibility of building designer of owner of the messes and installer. Lateral estratnt desna"e ens shown an tndfviduo' web and chord members Ole for compression buokl[ng on3y, no# forbuikd #rig stabNit4r braC3ng. Addlt'sonai t nary rastraknti d£agimen bracing a @.sure siabriM during Conspec #ion is the re. s6btt£ty of the instasar. AdQit onat pam?anant taut9dEng sfaGttny braCFetQ of the avaraSt siructurc Is the responstbktty of rho holtdrtng dasagner or owner .YFhe trusses. For gan 7 guidance regarding design responstbttNeas„ tatxricatron, gaatt#y cOnirot, storage. d .ovary, eraCtson, £atataP rastralni and diagonal Itracieq, consult ANSSlTPS t. D5&89 and BCSt (B+atBd'ang Carnpanen! Safely £n€armatlon) avaiiabta from Scs!e - 1:61A 2.56 12 3x4 ;4 11 12 20 °" 18 17 16 6x12 ti 6x12 MT20H WE —. 3x4 =: 5x10 -"r. 2x4 2xa 0 July 18,2013 LOADING (psi) SPACING 2-" CSI DEFL in (100) Won Ud PLATES GRIP TOLL 30.4 Plates Increase 1.15 TO 0,99 VexpU-) 453 1647 >781 240 1 MT20 1971144 TCDL 1 10,0 q Lumber Inmesse 1,15 SO 0,68 Vert(TL) -1,04 16-17 3389 180 a MT20H 148JI08 BULL 0'0 Rep Stress !nor Yes VVB 0.96 Hofz(TL) 025 13 me We BCDL 100 Code 4RC2009ITPI2007 (Madix-M) 11 qpn, 11 flo 17-0% LUMBER BRACING TOP CHORD 2x3 Sop 2100F 1 1.8E "Except` TOP CHORD Structursi wood sheathing direeldy applied, except end verticals, 't -5: 2x4 SPF 240OF 2EE, 54, 2x4 SPF 165OF 1,5E BOT CHORD Rigid ceiling directly applied or 2-2-0 no bracing. SOT CHORD 2x4 SPF 2400F 2,4E -Except* WEBS I Row at midpt 8-14,10,13 8-1& 2x4 SPF No.2, 16-19:2x4 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 15-17: 20 SPF 1660F 1,5E SLMER Left 2x8 OF 1950F 1.7E 3.0-0 REACTIONS (Iblsize) 13=19051 (min, 0-2 2 -18 -5.8 (min, 0-2-1) Max Herz 2-,n0(LC 6) Max Uplift 13--537(LC 5), 2-•543 LC 5) FORCES (Its} - Max, Comp./Max, Ton. - An forces 250 (to) or less except when shown, TOP CHORD 2.3--4591103,3.4- "-491611441,64-4246/1251, 7-8--.582411713, 8-9--2562/69S,.9 -16-- 25"131708,21.13= - 3461224 BOT CHORD 2-20--142014252,19-20 27.28--155714S37,17-28-155714837. 8-15-46911827,14-15-178945704,13-14-76312468 WEBS 4-18=.1990822, 65-17-834/278, 7-17--12401423,16-17--1413,fr4414, 7.15--48911638, 8.14- «350012127,10 -f4=- 295113 #5,10 -13- 26791841 LOAD CASE(S) Standard 1) Regular Lumber increase -1.15, Plate tricresse=115 Uniform Loads (pit} Vert: 11-12-80,16,21-20,13-15-20 Concentrated Loads (m) Vern: 17--39(8) 26--39(B) 27 28-39(B) 29=- 39(13) 30--39(8) WARNING - Verify design parameters and read notes on this Truss Design Growing and valid for use with MITak connector states only. This design is based only upon patrourne of design parameters and proper Incorporation of the component Is responsibility of bu13 designations shown on Individual web and chord members are for comprossorn buckling diagonal bracing to insure stability during construction is the responsibility of the instager, is the responsibility of the building designer or owner more trusses. For general quidimoc delivery, erection, Worst restraint and diagonal bracing, consul ANSI/Tm 1, OSS-89 and Included On! Reference Shirst, (rev. 03-1 V) before use, rs Shown, and Is W On mill - Odual building Component, A no desditnef or owner of the trusses and installer, Lalec RAY bracing Of the events structure atiftation, quality control, storage, Information) avallabie from 3X4 ii Scout: 3116".1 11 12 11 10Y2-12 15-Z8 20-2-0 26-11.4 34-0-0 —4k3-04 6:1 - 1-0 5-3-2 1-1 6 -9-4 7-0-12 1-3 20 - _® 15 -1 °® 17 -- -- 16 8X12 It $x12MT2QHWS = 3X4 = NAILED SX10 = NAiLED 2xe H 20 11 NAILED NAILED NAILED NAILED July 18,2013 LOADING (btf) SPACING 2-0-0 CSI TCLL 47.0 5 PGRGS increase 1,15 TC 0.64 I TCOL 100 Lumber Increase 1,15 1 Be 018 BOLL 0 & Rep Stress Incr Yes VVB 0.83 BCDL 1 10,0 Code IRC20091TP*007 (blavix-M) LUMBER TOP CHORD 2x5 SPF 210OF 1,8E BOTCHORD 2x4 SPF 240OF 2,0E 'Except' 19-14: 2x4 SPF 1650F I.SE WEBS 2x4 SPF NO,2'Exwt* 8-11: 2x4 SPF 16W 1.5E SLIDER Left 2x8 SPF 210OF 1.015 4 0-0 REACTIONS (ftitsure) 11-25431t1 -5-8 iffifn.0-2.12),2-24=0-5-8 (min, 04-10) Niax Horz 2-409(LC 8) Max Uplift 11--442(LC 5), 2-4,9(LC 5) DEFL in (Imb Won Up PLATES GRIP Vert t-L) -0,51 11.12 -796 240 MT20 197M44 Vart(%) -1.00 11-12 >409 180 MT20H 1481106 Horz(TL) 0421 11 We We 1H BRACING TOP CHORD Structurip wood sheathing directly spoiled or 2-114 as purift, except end verticale BUT CHORD Rigid ceiling directly applied or 7-3-15 oc bracing, WEBS I Row at ondict 9-11,6-12 2 Rows at 113 pis a-11 FORCES (1b) - Max, Comp./Max, Ten.. All forces 260 (flb) or less except when shown. TOPCHORD 2-20--1125/59, 3-20-1 OM2, 3-4-6279/1046,4-5- 57641879, 5-6-57061girf, 6-7-35467635, 7- 8-33711653,9-11-5781245 BUT CHORD 2-15-.1232/6052,14-15-953/4889,13-14--953/4889,12-13--9S3f4889,12.22-66972663, 2Z23-56V2663. 11-23--561/2663 VVEBS 4-15--694t289,6-15=-731889,6-12-IBM466,8.12-.153/1670,8-11=.32071599 WARNING - Verify design parameters and read notes on this Truss Detain Dra" and included Doi Reference Sheet (rev, 03.11) before use, Design 1 M" Valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual bulftfing comiamek Applicability of design parameters and proper Incorporation of the COMPOPeAt is responsibility of burdkig designer or owner of the trusses and instalIer, Lateral restraint designations shown on individual web and chord members are for COMPhISSR)n buiddingi only, not forduriding slabiffty teradmi. Additional temporary restathiv diagmulf bracing to insure Patutty during comanisfirIn is the responsildifty of the Instrear, Additional permanent building shailtay bracing of t h e n versia structure is the resporisightio, of the buitfling designer of owner of the trusses, For general guidance regarding design resixtreflaRks, fabrication, quality contras, storage, i!!" . erection, titers) restraint and diagarral bracing. consul ANINTPI 1, DS"S and SCSI (Guirding Component Barely Information) turapidde from AAA19 M - 1:59 230 FF 4x'Mill 8x92 = 3x4 = 6x12 MT20H M = 6x12 MT20H W8 = 54 = 300 MT20H = July 18,2013 0-11 -0 2.0.0 1 4 Z � 4 i f c !c yy x 2.50 f12 8x4 II Sete - 1 10 1 3 WARNiNC, - Vertty design parameters and read notes on th Truss Design Drawing and incholed ON Reference Sheet (rev. 03.1 t") before use, Design _. vatid for use with ANTOk connector plates only, This design is based oaety upon parameters Shown, and is for an tndrAduef building component. Alerficabtiity Ek of design parameters and proper incorporation ofthe component is resporelblitty of bultding designer or owner of the trusses and installer. Lateral restraint designations shown on infthriduid weir and chord members are for compression Welding only, not forbuNding stability bracing. Adds diruld temporary fastro me' } diagonal bracing to Insure stabttty during construction is the responsibrint of the enstager. Additional permanent building stability bracing of the averts structure 1 1 is the respordighthy of the building designer or owner of the trusses, For general guidance regarding doom responsibiR3tfes, hdhioation, quality control, storage, . delivery, erection, laterat restraint and diagonal bracing, consort A.NSVrFn t, D 89 and SCSI (Building Component Safety information) oweditt o from fpag yy p pn r SE3CA at ---- .sbdindustry,com. ..__. _._ ss#.a"a#iss 5 2x4 H 2x4 E€ July 18,2013 ISO FIT US scsies ,:?3.t 3 r i I RM r:Te`.'etiagy 7 3xd WARNtNG - Verify design pansfaters and read notes on this Truss Design Drawing and ketudad Dri Reference Sheet (Mv. 03.11) before Use. Design valid for use with Mrrek connector plates only This design is based only upon parameters shown, and is for an €ndlWiduai building componani. Appttcabli ty Of design parameters and proper inc rorporatkul of the component is responsibility of building designer or owner of than trusses and'snstallar t,aterai restraint designations s. n on iradiv;duat web and chord members are for Compression duladirg only. not forbuirdhti stabelty bracing. AddRionat temporary restraint/ it bade braCtrag t o insure stabtCtg during Constrfmfaon is the responsibility of the tnstattar. Additional permanent bu ilding atauiuty 4taGng of the ovara9 st+'uctura is the responsAiRty of the bu €Sling designer or owner of the trusses, For general guidance regarding design rasponsib'sities, fabrication, quaRly control, storage, 7 delivery, erection, lateral restra6ni and dtaganal bracing, consult ANSlfr1ol !. DSS-99 and SG5i (Suilding Component Safety information) two0able from r +' ,,. ;r'� � (. ,€; SSCA at wwws #Gndusfryx*m, _ -- July 18,20113 9 TKU LAVIXtr IS T1 * WIE SOUk, U MM EFOR PAPICATIM10F TWSSES ANO VM05 ASS ARCH17VORMAt Ok OTKA MV 55 LAYOVrS 4eVIeW AND A"W-10F THIS &AECUTMVST K RECEIVO WPM pro ea sy C." IHIS 15 A 1RVSS NLACEMENT OlAOkAM ON&Y, Tb m w, a &,W" ft d,,," WM" cop ft Et —P,-.d A. 'hA wid" 4.9. ac 0. of i ha —f `4 A— Rff" ww S, O. 0 o— &.Ap of ��A— �, 0. mv—W�, f ft W" *Aq., ft, of ..d sr: .e —Ak* from ft T— MI. 1—,., 111 0 W— MW—. WT 53119 PLACEMENTPLAN i RerEdsn T PROBUild Add,... Hadab ------- OMA"t SO h- TKU LAVIXtr IS T1 * WIE SOUk, U MM EFOR PAPICATIM10F TWSSES ANO VM05 ASS ARCH17VORMAt Ok OTKA MV 55 LAYOVrS 4eVIeW AND A"W-10F THIS &AECUTMVST K RECEIVO WPM pro ea sy C." IHIS 15 A 1RVSS NLACEMENT OlAOkAM ON&Y, Tb m w, a &,W" ft d,,," WM" cop ft Et —P,-.d A. 'hA wid" 4.9. ac 0. of i ha —f `4 A— Rff" ww S, O. 0 o— &.Ap of ��A— �, 0. mv—W�, f ft W" *Aq., ft, of ..d sr: .e —Ak* from ft T— MI. 1—,., 111 0 W— MW—. WT 53119 DrJ Consulting, LLC 6300 Enterprise Lane Madison, Wisconsin, 53719 The truss drawing(s) referenced below have been prepared by DrJ Consulting, LL C under my direct supervision based on the parameters provided by Pro wild South (Longmont). Pages or sheets covered by this sea]: 17009761 thru27009765 My license renewal date for the state of Colorado is October 31, 2013. I LOADING (P61) SPACING 2-0-0 TCLL 47.0 Plates Increase 1,15 TCOL 10:0 Lumber Increase 1,15 Scut 0.0 Rep Stress Incr Yes SCOL mo V Code IRC200WTP12007 LUMBER TOP CHORD 2x6 SPF 210OF 1.$E 1-3 2X4 SPF No,2, 34 2x4 SPF 1650E 1.6E BOT CHORD 2x6 SPF 2100F 1.8E WEBS 2x4 SPF No,2 Scale - 1 :50,2 3X4 H 11 12 9 CSI DEFT, in (kee) Used Ud PLATES GRIP TC 0,65 Vert(LL) -087 16-17 >383 240 MT20 1971144 SC 0.58 Vis t(TL) -1,43 16-17 >233 180 M 20 1481108 W8 77 Horz(TL) 0,55 13 rva me isilatrix-s) Weight, 149 to FT-O% BRACING TOP CHORD Structural wood sheathing directly applied or 2-04 oc Booms, except end vertices, SOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. VVESS I Row at nodal 7-15,9-14,10-13 i REACTIONS (lorenze) 13-201710.5-8 (min. 0-2-8), 20=1976M-5-8 (min. 0-2-7) Max Holz 20=370(LC 6) Max Uptift 13--440(LC 5), 20--423(LC 5) FORCES Qb) Max- Comp.lMax, Ten. -All forces 250 (lb) or less except when shown, TOP CHORD 2-3- @59811786.6.7 =.917511532, 7 -8 -- 3864,"760, 8-9--38201767, 9.10--165&347,11-13--4071212,2.20=.4491184 BOT CHORD 19-20=-102313627,18-19-.1360159%,17-18--172718193,16-17--1805?8782,15-16--1620t8037, 1415-76"04,13-14-3MISIfS WEBS 3-19=.481*523,4.19-. O9W72,4-18--43112203, 5-18--58&168, 5-17-791595,6-16-7481196, 7-16--48=618,7-15--4676tN2,9-15--26011626,9.14-.28373601, 10-14-26411664, 10-13-237115 3-20--3783f766 ,o WARNING -Vemfy design parameters and read notes on this Truss Design Drawing and included Ent Reference Sheet (rev. 03.91`} before use Cesign viliffif for use with MiTek connector Oates only This design is based only upon parameters shown, and is W an IndenduaI burning component. Appilmobtfity of design parameters and proper incorporation of the component is responsibility of builming designer or owner of the trusses area meddler. Ladealrefortard designations s. n on Individual web and chord members are forcommession buckling only, not forbustfing stalattly bracing , Additional temporary restraint/ diagonal bracket to insure statusee among Construction is the responsibility ofthe heater. Additional permanent building stability prac" of the overall structure is the resporribb4m of the building designer or owner prime trusses. For general guidance regarding design responsibilities, faterestion, quality control, storage, del ivery, erection, lateral restraint and diagonal bracing, consult ANSVTPt 1, DSB-89 and SCV (Building Component Safety Information) Available from ri 20 13 1,75 [TF 4X6 zz July 18,2013 I LOADING last) B SPACING 2-0-0 TCLL 47 Plates increase 1.15 TCDL 40 Lumber Increase 1.16 BCLL 00 Rep Stress [net Yes BCDL 100 Code lRD2009/TPf2007 LUMBER TOP CHORD 2x6 SPF 210QF1,8E 1-3: 2x4 SPF NeZ 3-& 2x4 SPF 1660F I,SE BOT CHORD 2X6 SPF 210GF18E VVESS 2x4 SPF No,2 OTHERS 2x4 SPF NO, 2 z•.4� CS1 DEFL in (toc) hope Up ( PLATE$ GRIP TC OZ5 Vert(LL) -0,87 16-17 -383 240 1 MT20 197M44 Be 01, VerhTL) -1A3 16-17 >233 180 MT20H 1481108 V, 0, Horz(rL) 0,55 13 n/a rda (fdatrix-M) v Might: 181 lb FT - 0% BRACING TOP CHORD Structured wood sheathing directly applied or 2-0-7 on pudins, except and verticals. BOT CHORD Rigid ceiling directly applied or 7 oc bracing. WEBS I Row at middit 7-15,9.14,10-13 WARNING - Verify design Parameters and read notes on this Truss Design Growing and included DO Reference Sheet (rov, 03.14') before use, Design AMR valid for use with MiTek connector plates army. This design is based only upon parameters shown, and is for an individual lacirfing component. Appicapoily of design parameters and proper fricorp"kin of the component is responsibility of buildire, designer or owner of the trusses and rftsrtabsr. Laterstrestrited designations shown on individual web and chord members are for compression buckling only, not faminicang stabdifty bracing. Adifterior temporary restraint, diagonal bracing to insure stability during constrin3fird is there nability of the fristalpe. Additional permanent buiterg stability bracing of the overall structure ANNA is the hisporsitnRly of the budding designer or owner of the trusses. For general guidance regarding design restronsibilifies, fabrication, quality control, storage, delivery, erection, lateral restraint and diagonal bracing, oforsuft ANSIfrPf 1, OSS-89 and BOV (Buittleg Component So" information) tomilipse from I'AftAld No Scare - I.50,2 2,50 FT 3x4 11 20 13 1.75 112 " 06 zz July 18,2013 06 3,00 r12" a 3x4 7 mz� LOADING (pshi SPAQUVO 2.030 CS3 DEFL in (ion) Well Ld TCLL 300 Plates Increase 1,15 TC 0,21 Verl(L • 03 4-5 x^999 240 T 10 Lumber Increase 115 BC 0,17 VerdTL) -0.09 4-5 >737 180 BOLL 0 Rep Stress Incr Yes vvs 0,02 Horz(TL) 0.01 7 PIS '010 BCDL 10C Code IRC20091TPI2007 (Modrs-M) LUMBER BRACING Weight 27 to FT-O% TOP CHORD 2x4 SPF NO2 TOP CHORD Structural wood sheathing directly applied or 5-5-8 no purfins, except and vertices. BOT CHORD 2x4 SPF No,2 SOT CHORD Rigid coiling directly applied or 10 ()-O no bracing. WEDS 2x4 SPF No2 OTHERS 2x4 SPF No.2 REACTIONS ifetsure) 5-355/0-5-8 (min, 0.1-8), 7-218/0-1-8 (min. 4.1 -8) Max Horz 6=1 17(LC 9) Max Wift 6-1 MLC 6), 7-80(LC 9) FORCES (lb) - hoax. Comp.n4fix, Ten - All forces 260 (lb) or less except when shown. TOP CHORD 2.5-3I64224 WARN04 - Verify design pareprifers and read notes on this Truss Dinfigir Drawing and included OrJ Reference Sheet (ixv, 03-11) before use. Design valid for use won MiTek connector Wales only This desuffir is based only upon parameters shown, and is for an oninneustj building orxdpovnhu. Appocalwity of design parameters and proper Incorporation of the component is responsibility of bluefing designer or owner of the trusses and stationer, Lateral restraint assignations shown on Individual web and chord members ate for crabronnoOrt truCelial only, not fortunkift stability tradint- Additional temporary restresit/ demurral bramm; to insure Asitafflor du construction is the responsibility of the mission. Additional permanent bustling stability plaring of the scores structure is the respovisdulifty of the building desi or owner of the trurhus& For goneris guidance regarding design responsibilities, fabrication, quality control, storage, delivery, orection, rideral restraint and diagonal bracing, consult ANSYTIN 1, DSB-89 and SCSI (Sulfring Component So" triformanion) givskjoble from 0 5 3x4 2X4 H July 18,2013 1.75 F f l� LOADING (ps!) ; SPACING 2 -0-0 CSf DEFL in (Ioc) +daft 1-11 PP ATES GRIP TOLL 355.0 Plates Increase 215 TC 0.75 VerpLL) -670 1 617 -511 240 MT20 197/144 TCDL 40.0 Lumber Increase 2.25 ' BC 0.48 ved(rL) -1.40 16.17 -255 180 MT20H 1481908 BCLL 0C Rep Stress $nor Yes we 0.55 Harz(TL) 0 34 13 we n1a SCDL 10,0 Code FRC20096TPI2007 (leilaux -m) V hbght 112 to FT - 0% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing dweafy applied or 1 ^9 -0 oc purims, except end verticals.. BOT CHORD 2x6 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly entered or 70-0-0 an b €acing. WEBS 2x4 SPF No.2 1VESS 3 Row at mkgu 7-15,9-14,10-13 REACTIONS (rd/ 43.1598/0 -5-e {min. 0.2.0), 20.1569?0k5.8 (min. 0-9 -15) Max Here 25- 346(LC 6) Max Uplift 13 =442(LC 5), 20=- 421(LC 5) FORCES (Rr) -Max. Comp./Max. Ten, -Ail forces 250 (Ib) or less except when showsn. TOP CHORD 2.3=.317189,3.4-499211272,4-5--6848/1771, S-¢- ^73791'49? 1, 9.7 =.7tt.211992T, 7_g =_3 110134.8.9 - 392811050, 9-10= 18551479. 1143 - 3101209, 2 -20-3331188 BOT CHORD 19-2Ek - 1039r292^7, 18 -19= -9 4 , 17.18 =. 1617 = -1 ?285, 95^96=.1 55„ 14 -15=- 6, 13- id = ^476!1 r 75 VVEB5 3- 49=- 50812079, 4.13 = 4.18 =- 473J1B48, 5- i6= ^d771180. 5.19 =_9901 ,S.99=- 3."'x81499, 7 -16 - 26211203, 7.15« w31451865, 9.19 = - 11057, 9.14-23271646,10-14--23011165,10-13--2147t592,3-20---3049V791 WARNING - Verify design parameters and read notes on this Truss Dresain, Drawing and included DrJ Rafelder Sheet (rev. 03 -411 before use; Design valid For use with MiTek connector plates only. This design Is based only upon parameters shown, and is tint an individual building co marl. Appilicablifty of design parameters and proper mcorporatierrt of the component is responsibility of building designer or owner of the trusses and installer, Lannei restrium designations show on mmiAdual web and chord members are for compression tsuctang may, not iorbuitding stability bracing Additional temporary restraft diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure mono is the responsibility of the bur ding designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, tluafty control, storage, delivery erection lateral . restraint and diagonal bracing, consult ANSlfTPI 1, OS849 and SCSI (Building Component Safety tnXormatdon) available from •r�y.s'I,� __c_u•.� ,t' �z ..�__ r, .� ; �,.a -x�3 2ct -tt"•7 s0- -a -'t _..,...... i9 -d.3 2 �6 3t�o -� 32 3-e 6.11 - 2•0�5 1.8^13 3 ^8-10 3 -5.10 - 3 ^5 ^10 "° E"'"...- ......._._.._ 5-2-2 .,.....,..._,.. ................ .{...._ ._.. - 'SQ ., ......»..,.W -Q . 2.56 12 2x4 ii 11 12 July 18,2013 I LOADING (psfr i SPAC$NG CSI DEFL in (IOC) Udeff Ltd PLATES GRIP TOLL 30,0 Plates incons I TC 0,75 Vert(LL) -0:70 16-17 >511 240 MT20 1971144 TOOL 100 Lumber increase SC 0,48 Vert(TL) -140 1&17 >255 180 MT20H 148"08 SCLL 0:0 Rep Stress Iner Yes WB 055 Horz(TL) 0,34 13 No too SCOL 100 Code IRC2009frPI2007 Weight 167 1b FT = 0% LUMSER BRACING TOP CHORD 2x4 Strip No,2 TOP CHORD Savchirip wood sheathing analogy applied or 1-9.0 or purfins, except end verticals. Bal 2x9 SPF 210OF 1,8E BOTCHORD Rigid ceiling diners), applied or 7-0.0 on bracing, WEBS 2x4 SPF No,2 VVESS I Row at micipt 7.15,9.14,10-13 OTHERS 2x4 SPF No,2 REAC'DONS (ibisize) 13-159&0-5-8 (rnm 0-2-0),20-1569A)-5-8 (min, 0-1-15) Max Horz 20-346(LC 6) Max Uplift 13--442(LC 6), 20-421(LC 5) FORCES (lb) - Max, Comp,tiaccir, Ton - Ali forces 250 Ira) or less except when shown TOP CHORD 2-3-317/99, 3-4-499211272,4-5-884811771, 5.6-737011911, 6-7-702111827,7-8-39le5 8�9- 828110i(), 9.10 -- 18551479, 11- 13-- 310,203.2 -20-- 3331498 BOT CHORD 1920-1039'2927,18-19--1406.t48N, 1415-99WW, 13-14-47611775 WEBS 3-19--W812079,4-19--865,279,4.18--47311648,5.18--4771180,5-17--l1 Qt6U, 6-16-3581119, 7-16-28211203,7-15-31451M, 9-15-2=1057, 914-2327,1546,10-14-2=1165, 10-13- 3 - V" design parameters and read notes on this Trues, Design Drawing and included DrJ Reference ShW (rov, 03 V) before use. Design so with MiTek connector phims only_ This derstser is based only upon parameters shown, and is for an individual building comportiall. Apprippoilly parameters and proper incorporation of the component is rifilmootibiffty of bringing designer or owner of the trusses and installer. Lateral restraint nis, shown on individual web and chord members are for 00rimpilUxon parading Only, not forbuilding inability bracing. Adflifisma temporary restraint/ tracing to insure stability during cirrisnusimir is the respornittinity of the inserter, Additional permanent heading stability daring of the overall structure xtrisibiffty of the building dosigrair or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality controt storage, traction, lateral restraint and diagonal bracing, cortsuft ANSVTP1 1, Dig"ti and SCIP (Building Component Safety information) available from F3 i -1 19-4-3 Q, 0 5-2-2 5-2-2 5�5-10 - tl 9 2-0 '1 -13 3-5-10 1-3-0 20 52 July 18,2013 tA 1--f-Al j SaM., PLA W N.1h MF �US LAYOUT IR tW* SME SMWt MOR PASWATT04 OF MSSYS AWb % ALL PREVIOUS Ak" Ok OT.EQ, ANY I.. M.'"y —AP- _ RY T aSIS A TRV5$ PLACEMENT OIAORAM ONLY, T4APTAPA"d dwAEAI' 6.W,4 om;YVtY b. SP. 'Ad-dw d.V'. Vko 0' A.� mn fO-"—A`4fY"k—"'-'— T" 0 Al 0 Bl A Bl Bl BI A Bl Bi B I j'f 'z OP. tA 1--f-Al j SaM., PLA W N.1h MF �US LAYOUT IR tW* SME SMWt MOR PASWATT04 OF MSSYS AWb % ALL PREVIOUS Ak" Ok OT.EQ, ANY I.. M.'"y —AP- _ RY T aSIS A TRV5$ PLACEMENT OIAORAM ONLY, T4APTAPA"d dwAEAI' 6.W,4 om;YVtY b. SP. 'Ad-dw d.V'. Vko 0' A.� mn fO-"—A`4fY"k—"'-'— T" 0 based on the parameters provided by Pro Build South (Longmont). Pages or sheets covered by this sea]: 17009758 thrul7009760 My license renewal date for the state of Colorado is October 31, 2013. N (b) tabulated and footnoted by the appficabte rules-wrAing agency using a published effective date, (c) approved and mmber, and (d) referenced in the latest edition of ANSIfTPI 1, section 6,3, 9 3X4 1i LOADING (psft I SPACING 2-0-0 CSI DEFL in (toe) Well Ud TCLL 470 piates Increase 1,16 TC 042 Ved(LL) -0-15 7-8 >927 240 TCDL 100 Lumber increase 115 SO 0 Vert(TL) -0,25 7-8 >558 180 SCLL 00 Rep stress mer yes WE 0.67 67 Harz(TL) 0,03 11 me nia BCDL 10,0 Code tRC200WIT42007 (Mapbr-M) I Might 41 to FT - 0% PLATES GRIP MT20 197/144 structural wood sheathing directly applied or 3-6-13 of: purims, except and vertices Rigid calling directly apined or 7 no bracing. WARNING - Verify design parameters and mad rates on We Truss Design Drawing and included Sri Reference sheet (rev, 03«11`! before use, Design y8fid for use with MiTek connector Mates Only This design IS basso Only upon Parameters Shown, and is for an hichodual bolithirif component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer Or Owner Of the trusses and installer, Liberal restraint designations shown on Individual web and chord members are for compression buckling only, not fortmillfing, stability braceig, Additional temporary restrainv d no sigo I bracing to insure Stability during construction is the responsithidy of the installer. Additional permanent building stability bracing of the overaft structure is the responsibility of the budding designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication. quality control, storage, delivery, erection, Cafe lo restraint and diagonal bracing, =sqft ANSVTPf 1, DSO•89 and SCSI (8iordmi; Component Safety information) available from U M V-1 '-u 6 V' 14 4-V 14 July 18,2013 Scats = 125,0 3X4 010 5 0 Sys PLATES GRIP MT20 197/144 structural wood sheathing directly applied or 3-6-13 of: purims, except and vertices Rigid calling directly apined or 7 no bracing. WARNING - Verify design parameters and mad rates on We Truss Design Drawing and included Sri Reference sheet (rev, 03«11`! before use, Design y8fid for use with MiTek connector Mates Only This design IS basso Only upon Parameters Shown, and is for an hichodual bolithirif component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer Or Owner Of the trusses and installer, Liberal restraint designations shown on Individual web and chord members are for compression buckling only, not fortmillfing, stability braceig, Additional temporary restrainv d no sigo I bracing to insure Stability during construction is the responsithidy of the installer. Additional permanent building stability bracing of the overaft structure is the responsibility of the budding designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication. quality control, storage, delivery, erection, Cafe lo restraint and diagonal bracing, =sqft ANSVTPf 1, DSO•89 and SCSI (8iordmi; Component Safety information) available from U M V-1 '-u 6 V' 14 4-V 14 July 18,2013 T OMO&MIMMEM WARNING - VON design parameters and read notes on this Truss Design Drawing and Included Dr,! Reference ShW (rev, 03-111 before use Design Valid for Use With MiTek connector plates ortry. This design is based only upon parameters shown, and is for an Individual picking conmorhdrt. Applicability of design parameters and proper incroporation of the component is responsibility of buttering designer at owner of the hossint and instrehir, Lateralrestraird designations shown on individual web and chord members are for compression bticidirdi carry, not 101building stability broding. Additional temporary restrafrof diagonal draping 10 menus stabiffty during construction is the responsibility of the instalter, Additional permanent building statuary bracing of the overat! structure is the responsibility of the building designer or owner of the VUSSO& For general guidance regarding design resporisbirress, fabrication, quarby control, $for"$, delivery, erection, lateral restraint and diagonal bracing, Coming ANSUTPI 1, M49 and SCSI (Building Component Safety Information) avaittarre from SBCAalaraw,pirchodualeircon , 22-11-14 -:L4 7-9-2 7-5-10 7-9�2 1-3.0 2,60 5'2_ 4x8 'Z, Scale - 1 62,0 4 5 3X4 = 3x1O = 30 = 400 = 3x6 = July 18,2013 Scale - 1:263 4X6 il R� LOADING (psfi SPACING 2-0-0 TOLL 470 Plates, Increase 1,15 TCDL 10.0 Lumber Increase 1,15 BOLL 0.0 Rep Stress Inv NO BCDL 10C C4de IRC2009ITP12007 LUMBER TOP CHORD 2x6SPF2I00F1.8E BOT CHORD 2x8 DF 195OF I-7E WEBS 2x4 SPF No.2 'Except" 1-10,",2-10,4-6 • 2x6SPF2I00F 1.8E R� 06 11 CS1 DEFL in (too) Ildeft Ltd @ PLATES GRIP TO 0.36 wt(LL) -016 8 ?999 240 MT20 1971144 DC 0L74 VergTL) -0,26 8 >685 ISO MT20H 1481106 WB 0,61 Horz(TL) 0.08 6 We n/a (Maher-M) Wight 199 It FT = 0% BRACING TOP CHORD 2-0-0 be purrins (5-4-14 max,): 1-5, except end vehicles BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (finsize) 10. 1002VO-3-8 Iran 0-5-6), 6--1127810-" heq� 0-6-0) Max Horz 10--99(LC6) Max UpIllft 10--2338(LC 5), 6=-281 3d.0 6) etc.) are the responsibility of the building designer, See Note 9, FORCES (R) - Max Coinjolelax, Ton, . All forces 250 (lb) or less except when shown. TOP CHORD 1 1-11=-54(Y178,11-12=-540/178,2-12--6401178,2-3-1294113 1315513143, 4 5-6-9511291 BOT CHORD 10-15=-3154112941,9-15--3154/12941,9-18--4072118878, 1&17=.4072/16878,8-17-4072116878, 8-18-4072116878, 18-19=-4077196678,7-19=-4072118878,7-20-.3178/13155,20-21--3178M3165, &21--3178113155 WEBS 2-10---14159rn89,2.9=-103514872,3-9---447111071,3-8--533r2490,3-7--422911016, 4-7--1053t4962,4-6--1431113420 ZBEZZEME= EMEME33= WARNiNG - Verify design parameters and read upon; on this Truss Design Drawing and Included DrJ Reference Sheet (rev, 03.11) before use. Design valid tot use with Mrrek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicabirty of design parameters and proper Incorporation of the component is responsibility of building designer or owner of the trusses and installer, Lateral restraint designations shown on individual web and chord members are for compression buckling only, not fortmilding stability bracing. Additional temporary histrasiv diagonal bercrig to insure Reality during construction is the responsibility of the Installer. Additional permanent building stability bracing of the overall soucture is the restionsituRY of the building designer or owner of the trusses. For general guidance regarding design responsiblaftes, fabrication, qually control, skedge delivery, erection, lateral restraint and diagonal bracing, consuill ANSVTPI 1, DSS-89 and DCSI (Building Component Safety Information) aviffluese from 11 3119-10 3-1-14 3-1-14 3-9-10 I0x207 MT20H 11 THD26 THD26 10x20 MT20H H THD28 THD28 July 18, 013 WARNING - Verify design parameters and read notes on this Truss Design Drawing and included Dri Reference Sheet (rev. 03-11) before use. Design valid for use with MfTek connector phaes only This design is based only upon parameters shown, and is for an activated building component. AWastrifilly of design parameters and proper incorporation at the component is responsibility of building designer or owner of the trusses and motafler. Lateral nations designations shown on Individual web and chord members are for compression butrieng only, not forbulimm; staterly bracing. Admironal temporary restrainal durubmai bracing to Insure shmility during construction is the responsibility Of the Installer, AckfifloruM permanent building Readily bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For gonfirid guidance regarding design responsibilities, faturexton, quality turner, storage, delivery, erection, lateral restraint and distannal bracing, consult ANSWIT'l 1, D6849 and SCSI (Running Component Safety Information) aviblable from SBCA at wwwabrondustmoom, CONSWINGUC LOADCASQS) Standard 1) Regular Lumber increase -1 15, Plate Increase= I . 15 Uniform Loads (dip Vedi 1-5--514(F-404 ), 6-10--20 Concentrated Loads hb) Vert; 10-1509(B) 6--1509(8) 16-- 17-1509(8) 18-1509(8) 19=-1509(8) 20--1509(8) 21=-1509(8) V#Dft of permW The issuance of a pe rmft or approval of plans, a spa &a d g ompolations shall not be a permit f0t Of an approval of . any Violefien t XV of the provisions of the buillfing code or of arry Caty orrfinancm to presuming to dive authority to violate or cancel the provisions of th riElrigyrer ri d s -, ray (alhe'r Ardiys;incea M 9hra r itv';hau r - „ i V'0a r LM ub ect t o ' !e In pjcjj' eta• Date , )' fir. Pl A w.� § P' m �.. 5,w kei W ednesday , •* i 3:0 PM ® 91 59 15% 50 0 /0 75 -39.07 Wiatqr Sgmmgr Infiltration Specified: 0309 AC/hr ■.250 * »< 68 CFM 55 CFM Infiltration Actual ■ 352 © 0302± Above Grade Volume: X 13.147 Cu.ft. X 13,147 Cuft 4,633 Cu,ft./hr 3, Cu.ft./hr X 0,0167 X *01 67 Total Building Infiltration: 77 CFM 66 CFM Total Building Ventilation: ■ CFM 0 CFM Infiltration & Ventilation Sensible Gain Multiplier: 14.42 = (1 A0 X O819 X 16.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multipliec -2136 = (0.68 X 0.819 © -39.07 Grains Difference) Infiltration & Ventilation Sensibl©L » Multiplier: 62,17 = (1,10 X 0819 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr (55 CFM) Summer Infiltration Specified: 0.250 AC/hr (55 CFM) Y:\ . ..\Plan 1119 . rhv Wednesday, November 20,20)% 393 PM I Return Garage Open Crawl 024 8 774 Yes 2 Return Attic Attic 168 0.24 8 67$ Yes YA ..APlan 111 9. rhv Wednesday, November 20, 2013, 3:03 PM --Duct Name: ST-270, Feeds Into: Living, Effective Length: 0.4 Trunk 0.0003 15.2 27 0,000 Up: ST-160 128 20 OMO 0,000 Rect 0.4 10 0.0 0,000 Presize 38 2.1 0A51 0.349 --Duct Name: ST-250, Feeds Into. Living, Effective Length: 1.6 Trunk 0.0003 15,2 287 OMO Up: ST-190 55 20 0,010 0.000 Rect 1.6 10 0.0 OMO Presize 398 7.9 0.452 0.348 -. Duct Name: ST-240, Feeds Into: Living, Effective Length: 1.8 Trunk 0,0003 152 156 OMO Up: ST -210 55 20 0.003 0.000 Rect 1.8 10 0.0 0,000 Presize 216 8.8 0A52 0.349 -- - Duct Name: ST-160, Feeds Into: Living, Effective Length: 1.0 Trunk 0M03 152 86 0,000 Up: ST-240 55 20 0.001 OMO Rect 1.0 10 0.0 OMO Presize 119 5 0A51 0.349 -- - Duct Name- ST-130, Feeds Into: Living, Fitting: 8-830, Effective Length: 10.8 Trunk 0.0003 16 395 OMO Up: ST-120 55 18 0.015 0,002 Rect 0.8 12 MO 0,002 Presize 593 4.2 0A52 0.348 -- - Duct Name: SR-100, Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 60.7 Runout 0.0003 7 206 0M1 Up: ST -130 128 5.4 0.011 0.005 Rnd 12.6 73 48A 0M7 Presize 55 23.1 0,446 0.354 - - Duct Name: ST-140, Feeds Into: Living, Effective Length: 2.7 Trunk 0.0003 152 361 OMO Up: ST-130 55 20 0.015 0,000 Rect 23 10 0.0 0,000 Presize 502 133 0,452 0.348 --Duct Name: SR-110, Supplies: Living, Fittings: 2-1, 4-AD, Effective Length: 74.2 Runout 0M03 7 206 0,001 Up: ST-250 128 5.4 0.011 0M7 Rnd 12.6 73 61.6 0M8 Presize 55 23.1 0.444 0.356 YA . . APlan 1119. v Wednesday, November 20, 2013, 3 PM (4�111 -Duct N -1 20, Supplies. PWDR, Fittings: -1, 4-AD, Effective Length: 41.9 Runout 0,0003 4 436 0.011 Up: ST -270 128 3.1 0.083 0,023 Rnd 13.6 4.4 28,3 0.035 Presize 38 14.2 OA17 0383 -- -Duct Name: ST -190, Feeds Into: Living, Effective Length: 1.9 Trunk 0,0003 15.2 338 0.000 Up: ST -140 55 20 0,013 OMO Rect 1.9 10 0.0 0.000 P res iz e 470 9.6 0.452 0.348 --Duct Name: ST -210, Feeds into: Living, Effective Length: 1.5 Trunk 0,0003 152 221 0.000 Up: ST -250 55 20 0.006 0,000 Rect 1,5 10 0.0 0.000 Presize 307 7.5 0.452 0,348 -- -Duct Name: SR -220, Supplies: Kitchen /Dining, Fittings: 2 -1,4-AD, Eff Length: 68.7 Runout 0,0003 7 341 0.002 Up: -210 55 5,4 0.029 0.018 Find 7.8 7.7 60.9 0.020 Pres 91 14.4 0.432 0.368 -- -Duct Name: RR -230, Supplies. Kitchen /Dining, Fittings: 2 -1, 4 -ADD, Effective Length: 54.1 Runout 13.0003 7 341 0.000 Ufa: ST -160 55 5,4 0,029 0.015 Rnd 1,1 73 53.0 0.016 Presize 91 2 0,436 0,364 -- -Duct Name: ST -230, Feeds into: Guest Entry, Effective Length: 0,7 Trunk 0.0003 16 395 OMO Up T ®110 55 18 0.015 OMO Rect 07 12 0.0 0.000 Presi 593 33 0.456 0344 -- -Duct Name. ST -220, Effective Length: 6.3 Trunk 0.0003 16 395 0.001 Up: ST -230 55 18 0.015 OMO Rect 6.3 12 0.0 0.001 Presize 593 31.7 0.455 0345 -- -Duct Name: S T -100, Feeds Into: west Entry, Fitting: 1 -1-12, Effective Length: 99.1 Trunk 0.0003 16 484 OMO Up: Pan 128 18 0.020 0.020 Rect 1.0 12 98.1 0280 Presize 726 4.8 0.456 0,344 ` A ..APian 1119.rhv Wednesday, November 20, 2013, 3:.03 Pith � -- -Duct Name: ST -110, Feeds Into: Guest Entry, Effective Length: 0.9 Trunk 00003 16 449 0.000 Up: SIFT -100 128 18 0.018 0.000 Rect 0.9 12 0.0 0.000 Presize 674 4.6 0.456 0344 - -Duct Naive: ST-120, Effective Length: 6.8 Trunk 0.0003 16 395 0.001 Up :: ST -220 55 18 OV5 01.000 Rect 6.8 12 0.0 0.001 Presize 593 33.8 0.454 0.346 -Duct Name: SR -200, Supplies: Laundry, Fittings: 2 -1, -AD, Effective Length: 44.7 Runout 0.0003 6 265 0.001 Up: MT - 100 128 43 0.021 0.009 Find 2.6 6.6 42.1 0.009 Presize 52 4.1 0447 0353 - -Duct Name: SR -190, Supplies: Guest Entry, Fittings. 2 -1, 4 -AD, Effective Length: 84.2 Runout 0,0003 8 424 0.005 Up. ST -110 128 6.2 0.033 0.022 Find 16,6 87 67,6 0.028 Presize 148 341 0429 0,371 - -Duct Name: SR -140, Supplies: Master Bedroom, Fittings: 2-1,4-G, Effective Length:.. 76.0 Runout 0.0003 7 269 0003 Up: ST -240 55 5.4 0,019 0.012 Rnd 14.6 73 61 A 0.015 Presize 72 26.7 0,437 0.363 -- -Duct Name: SR -150, Supplies: Master Bedroom, Fittings. 4 -G, 2 -1, Effective Length: 85.4 Runout 0.0003 7 269 0.003 Up: ST -190 55 5,4 0.019 0,014 Rnd 14.7 7.7 70.7 0.016 Presize 72 26.9 0.435 0.365 - -Duct Name: SR -160, Supplies. Master Bath, Fittings. -1, 4-H, Effective Length: 45.2 Runout 0,0003 5 235 0,002 Up: ST -140 55 3.9 0.023 0.009 Rnd 73 5.5 37.5 0.010 Presize 32 10 0.442 0358 - -Duct Marne: SR -170, Supplies: Bath 2, Fittings: 2 -1, 4 -G, Effective Length:. 56.5 Runout 0.0003 6 132 0.001 Up 128 47 0.006 0,003 Rnd 9,8 6.6 467 0.003 Presize 26 15,4 0.448 0352 Y A ...\Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM """' ,6 Trunk 0,0003 16 472 0.001 Up: RT-I 10 75 18 3.021 0,000 Rect 5.5 12 0.0 0.001 Presize 708 27.5 -0.020 0.012 _..Duct Name: RMT-100, Feeds From: Guest Entry, Fittings: S- N, 5-0, Effective Length: 163.2 Trunk 0.0003 16 539 0.000 Up Fan 75 18 0.026 0,043 Rect 0.7 12 162.5 0.043 Presize 808 15 -0.021 0.064 ---Duct Name: RT-110, Feeds From: Guest Entry, Effective Length: 1.0 Trunk 0,0003 16 539 0.000 Up: RMT-100 75 18 0.026 0,000 Rect 1.0 12 0.0 0.000 Presize 808 5 -0.021 0.063 -- -Duct Name: RT-120, Effective Length: 8.1 Trunk 0,0003 16 472 0.002 Up: RT-140 75 18 0,021 0.000 Rect 81 12 0.0 0.002 Presize 708 40.4 -0.018 0.010 ... Duct Name: Low, Returns From: Guest Entry, Fittings: 6-C, 6-G, 12-S, 8-A2, 8• A2, Effective Length: 61.7 Runout 0,0003 7 374 0,002 Up RT-1 10 75 5,4 0.033 0V9 Rnd 5.5 71 562 0.021 Presize 100 10.1 0.000 0.021 - - -t uct Name: RT-130, Feeds From: Master Bedroom, Effective Length: 0.0 Trunk 0.0003 0 0 0,000 Up RT-120 0 0 0.000 0.000 Rect 0.3 0 0.0 0,000 Presize 0 0 0.000 0.000 --- Duct Name: Mstr Ceiling, Returns From: Master Bedroom, Effective Length: 13.1 Runout 0.01 10 323 0.004 Up: RT-120 75 7,8 0.027 0,000 Rnd 131 10.9 0.0 0.004 Presize 176 34.4 - 0.014 0.004 YA , APlan 1119, rhv Wednesday, November 20, 2013, 3:03 PM (" -_ -Duct Name: Main Low, Returns From: Living, Fittings: 6-H, 6-8, Effective Length: 88.2 Runout 0.0003 16 287 0.000 Up: RT-120 75 18 0.008 0.007 Rect 0e9 12 873 0.007 Presize 430 4.5 _0.010 0.007 Equipment Data - System I - System 1 YA .,APlan 11 19,rhv Wednesday, November 20, 2013, 3:03 PM Room Length: Room Width: Area: Ceiling Height: Volume: Htg, & c1g, 0,065 144.9 ft. 1„0 ft. 145.0 sq.ft. 10.0 ft. 1,449.0 cu ft I 0,350 56.7 0,065 4.5 45 0.065 4.5 527 U65 4.5 1267 0.086 5.9 17.8 0,350 242 24 0,350 24.2 10 6,300 20.7 10 0.300 20.7 47 0.481 33.2 M UM # ON UM I RM 148 CFM 6.1 AC/hr 0 CFM 0 CFM 0 % 0 CFM 0 % 14 CFM 12 CFM I I IM 92 42 33 39 169 137 185 332 167 0 1,196 170 251 43 I= Y:\ .,.\Plan 1119.r v Wednesday, November 20, 2013, 3:03 PM Detailed Room Loads - Room, 2 - ' Laundry (A l veragq Load Procedurq) Calculation Mode: Htg, & c1 g. Occurrences: 1 Room Length: 53 ft. System Number: 1 Room Width 7.2 ft. Zone Number: 1 Area: 41,0 sq.ft. Supply Air: 52 CFM Ceiling sleight: 10.0 ft. Supply Air Changes: 7,7 AC/hr Volume: 407.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent. 0 CFM Percent of Supply.; 0 % Actual Summer Vent,: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 5 CFM E -Wall-12F-Osw 57 X 10 56.7 0.065 4,5 254 01 0 42 S -Wall-1210 -Osw 7.2 X 10 71.7 0.086 5.9 425 13 0 96 W - Wall- 12F -Os 5.7 X 10 46.7 0.065 4.5 209 07 0 34 W -GIs-New Town Window shgc- 10 0300 20.7 207 312 0 332 03 O%S Floor-2213-1 Oph 19 ft_Per. 19 0.481 33.2 631 0.0 0 0 Subtotals for Structure. 1,726 0 504 Infil.: Win.: 5.4, Sum.' 4,7 185 1.826 338 0.362 -101 67 Ductwork: 489 105 AED Excursion: 18 Room Totals: 2,553 -101 694 Y.\ ..,\Plan 11 19,rhv Wednesday, November 20, 2013, 3:03 PM Detailed m Lo'a'd's''- o r a 3 - kit l nID' ' `ning (Average Load P rocedur e Calculation Mode: Htg, & clg. Occurrences: 1 Room Length: 20.0 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 280.0 sq.ft. Supply Air: 183 CFM Ceiling Height: 11.0 ft. Supply Air Changes:. 3.6 AC /hr Volume: 3,080.O cu.ft. Req. Vent. C #g: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 °l Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 16 CFM Actual Summer Infil.: 13 CFM E - Wall -1 F -0sw 20 X 11 175 0.065 4.8 788 0,7 0 129 S - Wall- 12D -0sw 14 X 11 154 0.086 5.9 914 1.3 0 205 N - Wall - 1213-0sw 14 X 11 154 0.086 5.9 914 1.3 0 205 E -GIs-New Town Window shg - 22.5 0.300 20.7 456 33.2 0 746 0.3 O a E - GIs -New Town Window shgc- 22.5 0300 203 466 33.2 0 746 0.3 0%S Floor- 20P -38 1 X 280 280 0.030 2.1 580 0.2 0 50 Subtotals for Structure: 4,125 0 2,081 Infil.: Win.: 15.5, Sum.: 13.3 528 1.826 964 0.362 -289 191 Ductwork: 1,206 638 AED Excursion: 109 Equipment: 0 1,200 Room Totals: 6,295 -289 4,219 Y:\...\Plan 1119.rhv Wednesday, November 20, 2013, :03 PM ` lie it d l ee Leeds Poom Liylpg verqg e Lead Preeeo Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 2761 ft. System Number: 1 Doom Width: 1.0 ft. Zone Number: 1 Area: 277.0 sg.ft. Supply Air: 119 CFM Ceiling Height; 11.7 ft. Supply Air Changes: 2.2 AC /hr Volume: 3,043.0 cu.ft. Req, Vent. C g: tt CFM Number of Registers: 2 Actual Winter Vent.: 9 CFI Percent of Supply.: 6 % Actual Summer Vent.: 0 CFM Percent of Supply: 9 % Actual Winter Infil.: 13 CFM Actual Summer Infil.: 11 OF - Wall - 121 -9sw 13.3 X 11 152 Ot 086 5, 9 903 13 0 203 - Wall- 12F -Osw 12.4 X 11 89.1 O 065 4.5 400 03 0 65 N - Wall- 12D -Osw 13.8 X 11 152.1 OI 086 5,9 903 13 6 203 W -Door -New Town boor 27 X 6.7 17.8 0.350 24.2 430 7.7 9 137 W -GIs-New Town Window hgc- 30 0.300 207 621 312 Q 995 .3 O %S Floor -20P -381 X 136.7 1367 Of 039 21 283 92 tt 25 Subtotals for Structure. 3,540 9 1,628 Inf it. . Win.. 13.0, Sum.. 11.1 441 1.825 805 9..363 -241 160 Ductwork. 1,030 371 AED Excursion: 64 People: 200 [at /per, 230 sen/per: 1 290 239 Doom Totals: 5,375 -41 2,452 Y :\ .,. \Plan 1119.rhv Wednesday, November 20, 2913, 3:03 PM ' Calculation Mode: H Htg. & c1g, O Occurrences: I I Room Lengft 7 7.5 f ft, S System Number: I I Room Width: 5 5,7 f ft. Z Zone Number'. 1 1 Area: 4 410 s sq.ft. S Supply Air: 3 38 C CFM Ceiling Height: 1 11,13 f ft, S Supply Air Changes, 4 4. 9 A AC/ hr Volume: 4 468.0 c cuft R Req. Vent, Cig 0 0 C CFM Number of Registers: I I A Actual Winter Vent.: 0 0 C CFM Percent of Supply.: 0 0 % % Actual Summer Vent.: 0 0 C CFM Percent of Supply: 0 0 % % Actual Winter lnfil.; 6 6 C CFM Actual Summer Infil.: 5 5 C CFM - Wall -12F -0 w 7.5 X 11 74.5 0.065 4.5 334 0.7 0 55 N Mall-1 2F-Osw 5. 7 X 11 62.4 0M5 4.5 280 0,7 0 46 W -GIs-New Town Window shgc- 8 0.300 203 166 33.1 0 265 O.3 O%S UP-Ceil-1613 -38 42.5 X 1 42.5 0M6 1.8 76 12 0 51 Subtotals for Structure: 1,136 0 463 Infil.: Win.. 6.1, Sum.: 5.2 207 1.824 378 0.362 -113 75 Ductwork: 359 99 AEI Excursion: 17 Room Totals: 1,873 -113 654 Y:\ .,,\Plan 1119, rhv Wednesday, November 20, 2013,3:03 PM Y:\ .,,\Plan 1119, rhv Wednesday, November 20, 2013,3:03 PM Detaile ' Room Loads -,Room, 6 7 Ba Av er ' LoqdProqedu Calculation Mode: Htg. & c1g. Occurrences: Room Length: 8.8 ft. System Number: Room Width: 57 ft. Zone Number: Area: 50.0 sq.ft. Supply Air: 26 CFM Ceiling Height: 8.0 ft. Supply Air Changes 19 AC/hr Volume: 401.0 cu.ft. Req. Vent. Clg 0 CFM Number of Registers: I Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 3 CFM Actual Summer Infil.: 3 CFM E -Wall- I 2F-Osw 8.8 X 8 62.6 0.065 4.5 281 0.7 0 46 N -Wall-121 -Osw 5.7 X 8 45.4 8.086 5,9 269 1.3 0 60 E -GIs-New Town Window shgc- 8 0.300 201 166 311 0 265 0.3 O%S UP- Cell- 16S -38 50.1 X 1 50.1 0.026 1.8 90 12 0 60 Subtotals for Structure: 806 0 431 Infil. Win.: 3,4 Sum.* 2.9 116 1.828 212 0.362 -63 42 Ductwork: 241 87 AED Excursion: 15 Room Totals'. 1,259 -63 575 Y\ ..,\Plan 11 19,rhv Wednesday, November 20, 2013, 3:03 PM ('111 Room Length: 1 1382 f ft, S System Number: 1 1 Room Width: 1 1,0 f ft. Z Zone Number: I I Area: 1 13&0 s sq,ft, S Supply Air: 7 76 C CFM Ceiling Height: 8 8.0 f ft. S Supply Air Changes: 4 4.1 A AC/hr Volume: 1 1,106,0 c cuft R Req. Vent. Cig: 0 0 C CFI Number of Registers: 2 2 A Actual Winter Vent.: 0 0 C CFI Percent of Supply, 0 0 % % Actual Summer Vent.: 0 0 C CFM Percent of Supply: 0 0 % % Actual Winter Infil,: 5 5 C CFM Actual Summer Infil.: 4 4 C CFI - Wall -12 + -Osw 10.7 X 8 854 0M6 5,9 507 1.3 0 E -GIs-New Town Window shgc- 25 0,300 201 518 332 0 0.3 O%S UP-Ceii-16B-38 138.2 X 1 1382 0.026 1.8 248 12 Subtotals for Structure'. 1,562 Infil.: Win,: 5.1, Sum,: 4.4 175 1.£326 319 0361 -9 Ductwork: 446 AFT Excursion: People: 200 tat/per, 230 sen/per: 1 200 Room Totals: 2,327 104 IM • am Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM IM • am Y:\ ... \Plan 1119.rhv Wednesday, November 20, 2013, 3:03 PM Detailed Room, Loads ' Room M (Ayerqge Load ' Procedure) Calculation Mode: Htg, & c1g. Occurrences: 1 Room Length: 5.5 ft. System Number: I Room Width* 113 ft. Zone Number: I Area: 62.0 sq.ft. Supply Air: 32 CFM Ceiling Heigft 8.0 ft. Supply Air Changes: 3.9 AC/hr Volume: 499.0 cu,ft. Req. Vent. Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.. 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 4 CFM Actual Summer Infil.: 3 CFM S -Wall-12D-Osw 11.3 X 8 90.6 0M6 5,9 538 13 0 121 W -Wall-12F-0sw 5.5 X 8 34 0M5 4,5 152 M 0 25 W -GIs-New Town Window shgc- 10 0.300 20.7 207 332 0 332 0.30%S UP -Cell- 1613 -38 62.3 X 1 62,3 0.026 1.8 112 12 0 75 Floor -20P -381 X 11.0 11.9 0.030 21 25 0.2 0 2 Subtotals for Structure: 1,034 0 555 lnfil.. Win,: 4.0, Sum.: 3.4 135 1.827 246 0.364 -74 49 Ductwork: 303 M AED Excursion: 19 Room Totals* 1,583 -74 734 Y:\ .,.\Plan 1119, rhv Wednesday, November 20, 2013, 3:03 PM Detailed Dorm Loads - Ro 9 - aster B I edroo Im ( r o �'r �c; du Calculation Mode: Ht g. & clg. Occurrences: 1 Room Length: 222.8 ft. System Number: 1 Room Width: 1.0 ft. Zone Number: 1 Area: 223.0 sq.ft. Supply Air: 98 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.3 AC /hr Volume, 1,7819 cu.ft. Req. Vent. Cig. 0 CFM Number of Registers: 2 Actual Winter Vent.. 0 CFM Percent of Supply,. 0 % Actual Summer Vent.. 0 CFM Percent of Supply. 0 % Actual Winter Infil.. 5 CFM Actual Summer Infil., 4 CFM S - Wall- 12D -Osw 8 X 8 64 0.035 5.9 380 13 0 85 W - Wall- 12l = -4sw 8,2 X 8 X4 0.065 4.5 136 0.7 0 22 N - Wall- 12FMOsw 2 X 8 16 0.065 4.5 72 03 0 12 W - Wall- 12` -Osw 23 X 8 21.4 0.065 4.5 96 07 0 16 W -GIs -New Town Window shgc- 35 0,300 203 725 312 0 1,161 0.3 O %S UP- Ceil- 16S -38 222.8 X 1 222,8 0.026 1,8 400 12 0 267 Floor-20P-38 1 X 15.2 15.2 0.030 2.1 31 02 0 3 Subtotals for Structure.. 1,840 0 1,566 Infil.. Win.. 4.9, Sum... 4,2 167 1.823 304 0.360 .91 60 Ductwork: 508 341 AEC Excursion: 58 People: 200 [at/per, 230 sen /per: 1 200 230 Room Totals. 2,652 109 2,255 Y:1...\Plan 1119,rhv Wednesday, November 20, 2013, 3:03 PM � � 1119 ft. System Number: 1 1.3 1.0 ft. Zone Number: 1 0.300 20.7 114.0 sq,ft. Supply Air: 47 CFM 8.0 ft. Supply Air Changes: 3A AC/hr 911.0 cuff. Req. Vent. Clg 0 CM 1 0 Actual Winter Vent,: 0 CFM 47 CFM Percent of Supply.: 0 % 4 in. Actual Summer Vent.: 0 CFM 543 ft./min, Percent of Supply: 0 % 543 ft./min. Actual Winter Infil.: 6 CFM 0.241 in.wg./l 00 ft, Actual Summer Infil.: 5 CFM N - Wall -12C -Osw 22,3 X 8 17&6 0M6 5n9 1,060 1.3 0 238 W -GIs-New Town Window shgc- 6 0.300 20.7 124 312 0 199 0.30%S UP- Cell- 16S -36 113.9 X 1 1119 0M6 1.8 204 12 0 136 Subtotals for Structure: 1,493 0 590 Infil. Win,: 6.1, Sum.: 5.2 208 1 M7 380 0,361 -114 75 Ductwork: 444 122 AED Excursion: 21 Room Totals'. 2,317 -114 808 Y:\ .,.\Plan 1119. rhv Wednesday, November 20, 2013, 3:03 I Guest Entry 145 7,231 148 8 1,660 -256 92 148 2 Laundry 41 2,553 52 6 - 694 -101 39 52 3 Kitchen/Dining 280 6,295 129 7,7 - 4,219 -289 234 183 4 Living 277 5,375 110 7,7 - 2,452 -41 136 110 5 PWDR 43 1,873 38 4 - 654 -113 36 38 6 Bath 2 50 1,259 26 6 - 575 -63 32 26 7 Bedroom 2 138 2,327 48 7,7 - 1,760 104 98 76 8 Master Bath 62 1,583 32 5 - 734 -74 41 32 9 Master Bedroom 223 2,652 54 7,7 - 2,255 109 125 98 10 Hall 114 2,317 47 1 1-4 543 808 -114 45 47 Humidification 2,304 Duct Latent -514 System 1 total 1,373 35,769 684 15,811 -1,352 877 684 System 1 Main Trunk Size: 18x12 in. Velocity 484 ft,/min Loss per 100 ft.: 0,020 in,wg Duct size results above are from Manual D Ductsize except where indicated otherwise, Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room, See the Manual D Ductsize report for duct velocities and other data. I Indicates duct sized with Rhvac's built-in duct sizing rather than with Manual D Ductsize. Actual: 1.50 100%/0% 18,000 0 18,000 Heatina Svstem Confine Svstem Type. Natural Gas Furnace Standard Air Conditioner Model: 59SC2B060SI7-16 CA13NA018 .... (A,B) Indoor Model: CNPV*2417A**+TDR Brand: Carrier 13 SEER PURON AC Description: Natural Gas or Propane Furnace Efficiency: 92.1 AFUE 13.2 SEER Sound: Capacity: 56000 18000 Sensible Capacity: n/a 18,000 Btuh Latent Capacity: n/a 0 Btuh AHRI Reference No.: n/a 4540727 Y:\ ..\Plan 1119.r v Wednesday, November 20, 2013, 3:03 PM YA ..APlan 111 9, rhv Wednesday, November 20, 2013, 3:03 PM (A .,APlan 111 .rhv Wednesday, November 20, 2013, 3 PM