Loading...
HomeMy WebLinkAbout6540 W. 31st Avenue�'515 INSPE ION RECORD 2 \Xnl � ten�lA�i hn.l..;e_. �; In1cIa��Tlnt.l �n: RF�'� I INF- (303) 234-5933 Occupancy ` .yam -.-- - ., - 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 Sian ALL Spaces pertinent to this project Foundation Inspections Date Inspector CommentsInitials Pier _ -- Mid -Roof Fiwmbir,o -- Concrete Encased Ground (CEG) — Lath / Wall Tit Rough Eiectnc * ��--- Foundation / P.E. Letter j Do Not Pour Concrete Prior 10 Approval UT i ne ADOVe inspecuVns Underground/Slab Inspections Date Inspector CommentsInitials Electricai _ Samar Service Mid -Roof Fiwmbir,o -- 3 i- 01 61, n,- Kt^V Wnrl[ prinr in rinnrnval UT 1 ne 14nove 1"hLJeSa1V1lb -----.. _ -- -ugh Inspections ' Date Inspector Initials Comments V!'all`Sheathing ---—._���/ Mid -Roof Lath / Wall Tit Rough Eiectnc * ��--- _ �d Rough Plurnbin a Line z - Rough Mechanical 1141Z 17 Rough F ramming insulation --- Drywall Screw/Nail _ 4 ! 7 �� � tic.fi� t`x pr��11ri� ♦ tr,- Final Inspections Date Inspector Initials_ Comments _ _ Inspections from these entities should be requested Landscaping & Parking / Planning Dept. _ - i V, orae week in advznce. For landscaping and parking inspections call 303-235-2846. For ROW and drainage ROW & hrairiago !Public Works Dept. -3 •%2 — inspections call 303-235-2861. For fire inspections - --- Fire Inspection / Fire Protection Dist. i , contact the Fire Protection District for your project. Final Electrical— "7 j•� _ _ — Final Plumbing Final Mechanical / <' ✓'` �' - Roof Final Window/Doors Final Buiiding— NOTE: All items must be completed and approved t�Y Planning, Public Works, Fire and Building before a Certificate (,f Occupancy is issued. Approval cf the Final BuiAng inspection does not constitute authorization of occupancy. *For low voltage permits - Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. "For Inspection Time Window Bequests - Blease email ins ptimereauestCa)ci.wheatridge.co.us by 8:00 A.M- the day of the inspection with the property address in the subject;line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 4 ' T C- 0 cr � 00 Jo xcp K0 m hoop, M 00 cr Woa7O-< O �pLpc cW0Om N.tb 'DODcn0n� N. rp C > O N O cn 0. O rt 3 0 O • 3 0 0 0rnb� Zi 0 Zoc v rn° 00 ABX®(O oCDW m CC C � N 11 <N�CD W (DN O W O N D °) o v u17UY Z � M » 00 /ter\;a{i§=C Ul 7&)=g/o=\/f/Cf Cn0D Eo zz=\#n $§k'E■ k� �> G m � a3 ax, / / =\ a - (916 2\k\ƒ\ __ o=«,m \ c-� k§\% § / - C, / �\«\ � % w _ a3 ax, � L m oo 7. r O a 3 O ; OC m i K3 (D 03 CL ci p O d ti cn Woad K O L j -W0� 3Cn .W •_ 03N 7 N O chCD �N i D O i CD 1 S?� 2 D D � 3 O P 0 CD H Ho y CO CA y r � r n 0 3 3 O s. rn° oj'o 4��� f O Cfl C/)3 N < N ry W to D) O y. W W N eDo o_ N V Z . LVGZIva a3AI3a3H 31Ka 9)ivm JI" nd 3Jala 1d3w JO Alla swLi,o dSN1013w 01133rans 31Y0, 1133N1'JN. 11N. 1t0i19/t "'�T�R� d NW 1N3WW00 IYWa sn03NV1130SIWp! 133"180 m inovsun3❑ XWM306a 3vVNIwwao iao:j a3AOaddV 9N1H33N19N3'SXH0M 0118nd 30alH 1d3HM 30 A113 �I a�,ja LUS11 NAW 2u.pvB alis iadord a.msuo o1 '0'3 01 ioud pwinbai aq lluus jana'I uoiluoigpoo Ouip8.i0 y (£ 198Z-S£Z-£0£ 1E sxioM a►lgnd 13MUOD '�em 3o -joy aql ui uoprulsuoo Cue 3o luauraouawwoo aq1 of loud pa.nnbar aq 1Tqs liuuad uollorulsu00 /CeM 3o -10R1 d (Z •3joun1.rajvmL.uols wo.g sapladoid luamfpv loalord of pajumpui suoiloa.rrp aq1 ul sinodsunnop uteap poi laalcQ ( l S3.LON LgBHnoM3N -, KVNO1N30VMV1S3H91H3AOBV.E4i4nwlMw V03t1V1SNZt 39 174H T13MMOaMM'dAl 190M HLM'n3M MOONIM llNn OMSN30NOD G S3IVOONV0N3N3d00oMHOtH.9M3N01 (9)30 dwsmodSNMo011w 03HSINd3ad 6 SHIVISONVSIfVWNMN0300NNO30311SOdwo3M3N O XWM 313N3NO3 VNUSD(3 O N313w H31VMONLLSIX3 O 3011133IA83S H31tlM M3N O HSINII woom Lion 30M0ad Y ONV 1tl3s'13nH15:m'30VH9 NO SNIVIS OW AVM)NM 313HON00 MGN 3am 6 HUM HSn1d 031WOw 13B'1A0NV313 AVM OM1 N0111 1S'V3" 3N11 H3M3S.V M3N O 3401S XVA%EE9'3NH0313HONO3 M3N O asp 00 (.Ulw) gaols •zuol %I g u►njp 01 apni2 PUB (•d•H) luiod gRig gsilgnlsg •uoilepuno3 IsLd ,S pualxa puE (limap aas) umogs uoilnool In alums IonllsuoD uooufpu loaload of Inodsumop IoamU 71 • nlrauoru lunufpn loalo.ld of Inodsumop loam d•H °y T �llenn sullsixa TV, �llnmaprs Mau pualx� -I \.� I,4 ,l ONAM r, E a tx (. lal .— _- .. ...._ I 11,0,(-,..61,P .6, 1� J .a.t=.9n ottl Nand 311S L I I I I uoileluauo lnodsumoQ 0 xoa ua IODN t w zinA 1 X S310N A3N XI — w 00 ,maIkUV3iM 3AV iSL E M OD99 w -sS 3lBtlM011V dS E05'E>d5 S99`L-3000A00 IWUQV 91z 38vnos 3OVH3A00P&MOTIV dS SSE-%oex a Out 9't'Z 33N301S38 AS K9-3OVH013o3MUV03SO"d 117 SS —... is 9611 HObOd 1NOW 03SOd0ad ETZ 3nNgAV dSE91'l- 3ON30M a3SO"d Zt'Z rrz 1SL£ M 0t799dsou'9mo1 sc H1oan lol'%oe 39tlH3A03 aNwllmne viwnwlxm 1z SS 30N91t03 'Z rt` 03Sa38 SS - -.—SS 38 TIM dV11d3M3S 80 30111 2M3S SMa11n8 OM1SIX33H1 JO N011a0d ON St woo'ueuue,00+e4e'e.+� E V O a t aE Eoe t 03HV31J3Hd N01133dSM 3N13AVH 01 W 113NMI OMGYMld L1209 opa+olo0 +enua0 GnmMd NUM 31VH10N00311MS 801OWLNOO H3M3S1A0 ONISMId aOt -m '-Y 4 -SEM 00aa O3SN33I1 V'ONM W AB 0370n038 3H3HM 30M 3810NNtl3 NOIIVO01 1AGU33KLAl 9N01S18M3N 3HLH0dUwH3d30Y"QaNV3MH3M3S 810311HJ>=1d tl do 3%wIS5101 dom (amwd) Ni M3W30VNM H31VM3LSVM 'SY�3118nd,t803133dSM"JA0-1n3AINU08d381Snw'a3HS110N30 N d N N 3 d 9 39 01 ONOVS OMISIX3 3H10NIAH3S'3Nn H3M3S ONIQAnB 381 1 t O N v 1 H O H S T"39 0NI0'On9IX4V NrM ONIaln83H1 "los HOd boom YJ 03HIno3H V SV 3AH3S 01 N011V301 SIHL IV 039n 38 01 F 03MOTW SI MONYM AVM'OML MAOI) d NV 13A31 HOOK 1NWUSV83H1 - NO 13A31 ONIIOHO 03HSM OLAn IHMOHS 39 TMLSaw T1tlM ONtO'An9 3N13OIS oH03015NIdaW338 TIONS NONV3103H1113N3S ONI(nn8381 i_ ONV NNW SNM11n83H1 d0 NouoNnr 381 ROHA.S 01.Z WONV310 V 301AOHd 'V, 0390-38381ON 11M - 3M1 63M3S WAHO-MURYw 03A0HddV 30 OW MON 39013N1 H3M3S "Ll ONOlins ANV 41333 OM1 NIHUM W H3M3S M3N 30 SN011a0d HOA 2,11d NOMI IWO HO'AMOls9V'0Ad 00 37MHOS 30MMd I t aWS AHVIINVS .t S31ON 1"300 uooufpu loaload of Inodsumop IoamU 71 • nlrauoru lunufpn loalo.ld of Inodsumop loam d•H °y T �llenn sullsixa TV, �llnmaprs Mau pualx� -I \.� I,4 ,l ONAM r, E a tx (. lal .— _- .. ...._ I 11,0,(-,..61,P .6, 1� J .a.t=.9n ottl Nand 311S L I I I I uoileluauo lnodsumoQ 0 xoa ua IODN t i I Ii V -d riIv.L3Q :Irtvms 3 2upsm °� aper0 pagsluid I.mistpun � �•� pasodold II -77 _ i( I I j ) I i = •,Cjjado rd luacigpu Ioaloid of n Inodsumop Ioa.nQ —T� n' I 01 C rl (_I r k"i Y 1-609-W :9LW`�l3 ITlaQ 'LOUD :2-a _- Ino aAlip Blinn gino algnlunom nnau plsul w w.. XI — w ---- w w -sS SS SS — ---SS _ --SS _ .-SS SS —... SS - -SS —.. SS - -----SS SS - .SS rt` I i I Ii V -d riIv.L3Q :Irtvms 3 2upsm °� aper0 pagsluid I.mistpun � �•� pasodold II -77 _ i( I I j ) I i = •,Cjjado rd luacigpu Ioaloid of n Inodsumop Ioa.nQ —T� n' I 01 C rl (_I r k"i Y 1-609-W :9LW`�l3 ITlaQ 'LOUD :2-a _- Ino aAlip Blinn gino algnlunom nnau plsul ,aeA„ O1fIAeDO - W w _ - W —_ -- w - - - -- - W __-ss sS SS - -SS SS SS SS - Wq) i nr1413AV IS � � W _- ---W _._ _-W---W. XI ____._--W— "I y IbM.'a�9AlM "i .W-- w- .Z11 L.yl w.. -sS - - -SS - -- eW�Oe'OlAL 1 •8-,91 —.. SS - -----SS SS - .SS SS I SS - -.—SS - - SS Eb.i �� II F i_ ,aeA„ O1fIAeDO - W w _ - W —_ -- w - - - -- - W __-ss sS SS - -SS SS SS SS - Wq) i nr1413AV IS � � W _- ---W _._ _-W---W. ____._--W— .W-- w- w.. -sS - - -SS - _- -SS . SS ---SS —.. SS - -----SS SS - .SS SS SS - -.—SS - - SS f OTDOW REScheck Software Version 4.4.1 Compliance Certificate 4AIJ 3Pk Project Title: Viator Residence Energy Code: 2009 IECC Location: Wheat Ridge, Colorado Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6158 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 6540 w 31 st ave TK Morrison Construction Tk Morrison Wheatridge, CO 11100 w 8th ave ste 200 Lakewood, CO 80215 Compliance: 35.9% Better Than Code Maximum UA: 376 Your UA: 241 The / Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Ceiling 1: Flat Ceiling or Scissor Truss 1134 0.0 49.0 23 Wall 1: Wood Frame, 16" o.c. 2691 0.0 21.0 105 Basement Wall 1: Solid Concrete or Masonry 759 0.0 15.0 13 Wall height: 6.5' Depth below grade: 5.5' Insulation depth: 6.5' Window 1: Vinyl Frame:Double Pane with Low -E 48 0.220 11 Window 2: Vinyl Frame:Double Pane with Low -E 48 0.220 11 Window 3: Vinyl Frame:Double Pane with Low -E 21 0.160 3 Window 4: Vinyl Frame:Double Pane with Low -E 72 0.220 16 Window 5: Vinyl Frame:Double Pane with Low -E 30 0.160 5 Window 6: Wood Frame:Double Pane with Low -E 15 0.220 3 Window 7: Vinyl Frame:Double Pane with Low -E 70 0.220 15 Window 8: Vinyl Frame:Double Pane with Low -E 5 0.160 1 Window 9: Wood Frame:Double Pane with Low -E 8 0.160 1 Window 10: Wood Frame:Double Pane with Low -E 135 0.220 30 Door 1: Solid 20 0.120 2 Door 2: Glass 20 0.120 2 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Title: Viator Residence Data filename: C:\Users\Brian\Documents\REScheck\6540 w 31st.rck Report date: 01/19/17 Page 1 of 5 Pair-..,, � _ � 'R .+: � *� & � �. ,. y w C I" REScheck Software Version 4.4,1 NJ/ Inspection Checklist Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-49.0 continuous insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-21.0 continuous insulation Comments: Basement Walls: ❑ Basement Wall 1: Solid Concrete or Masonry, 6.5' ht / 5.5' bg / 6.5' insul, R-15.0 continuous insulation Comments: Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U -factor: 0.220 For windows without labeled U -factors, describe features: #Panes — Frame Type Thermal Break? Yes No Comments: ❑ Window 2: Vinyl Frame:Double Pane with Low -E, U -factor: 0.220 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3: Vinyl Frame:Double Pane with Low -E, U -factor: 0.160 For windows without labeled U -factors, describe features: #Panes — Frame Type Thermal Break? Yes No Comments: ❑ Window 4: Vinyl Frame:Double Pane with Low -E, U -factor: 0.220 For windows without labeled U -factors, describe features: #Panes Frame Type _ Thermal Break? Yes No Comments: ❑ Window 5: Vinyl Frame:Double Pane with Low -E, U -factor: 0.160 For windows without labeled U -factors, describe features: #Panes — Frame Type Thermal Break? Yes No Comments: ❑ Window 6: Wood Frame:Double Pane with Low -E, U -factor: 0.220 For windows without labeled U -factors, describe features: #Panes — Frame Type Thermal Break? _— Yes -- No Comments: ❑ Window 7: Vinyl Frame:Double Pane with Low -E, U -factor: 0.220 For windows without labeled U -factors, describe features: #Panes — Frame Type Thermal Break? Yes No Comments: ❑ Window 8: Vinyl Frame:Double Pane with Low -E, U -factor: 0.160 For windows without labeled U -factors, describe features: #Panes — Frame Type Thermal Break? Yes No Project Title: Viator Residence Report date: 01/19/17 Data filename: C:\Users\Brian\Documents\REScheck\6540 w 31 st.rck Page 2 of 5 Re: 43460 STARFIRE CONST. -f ugoow� MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Alpine Truss -Brighton, CO. Pages or sheets covered by this seal: R49557644 thru R49557680 My license renewal date for the state of Colorado is October 31, 2017. January 25,2017 Ong, Choo Soon IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply STARFIRE CONST. 1 R49557644 43460 AIM HIP TRUSS 1 Job Reference (optional)J Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:07:57 2017 Page 1 ID:115q FCEhhaEpenE2EtXmclzDJpv-TO9827LKgm W u2Ag30 W QQ_MWiJq W RMuSiulgRg2zrggG 2-2-12 4 4-11 8-0-0 15-7-0 23-2-0 26-9-5 28-11-4 31-2-0 2-2-12 2-1-15 3-7-5 7-7-0 7-7-0 3-7-5 2-1-15 2-2-12 Scale = 1:52.6 N M 1 6x6 = 4.50 12 2x4 11 6x6 10 19 20 21 22 9 23 24 25 26 8 V^V 2x4 II 8x8 = 2x4 II 2-0-0 2- -12 8-0-0 15-7-0 23-2-0 28-11-4 29 -031-2 _ 2-0-0 0- -12 5-9-4 7-7-0 7-7-0 5-9-4 0- - 2 2-0f03_ Plate Offsets (X,Y)-- (9:0-4-0 0-4-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.39 9 >822 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.87 Vert(TL) -0.66 8-9 >489 240 TCDL 10.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.06 8 n/a n/a BCLL 00 BCDL 10.0 * Code IRC2012/TP12007 Matrix -R Wind(LL) 0.29 9 >999 240 Weight: 253 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SPF 1650F 1.5E *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 3-5: 2x4 SPF 1650F 1.5E 2-0-0 oc purlins (4-1-9 max.): 3-5. BOT CHORD 2x6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud *Except* 3-9,5-9: 2x4 SPF No.2 REACTIONS. (Ib/size) 10=2752/0-5-8, 8=2750/0-5-8 Max Horz 10=55(LC 10) Max Uplift 10=-909(LC 6), 8=-908(LC 7) Max Grav 10=2845(LC 26), 8=2844(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4228/1303, 2-3=-4606/1528, 3-4=-6828/1994, 4-5=-6828/1994, 5-6=-4606/1528, 6-7=-4228/1303 BOT CHORD 1-10=-1308/4197,9-10=-132314197,8-9=-1308/4197,7-8=-1308/4197 WEBS 2-10=-1505/630, 6-8=-1505/629, 3-9=-617/2830, 5-9=-617/2830, 4-9=-1598/712 NOTES - 1) 2 -ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 9-3 2x4 - 1 row at 0-9-0 oc, member 9-5 2x4 - 1 row at 0-9-0 oc, member 4-9 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TOLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide i will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 10=909,8=908. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.v� g January 25,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job (Truss (Truss Type (Qty Ply STARFIRE CONST. 849557644 43460 MOM] 2 (Job Reference Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:07:57 2017 Page 2 I D:115gFCEhhaEpenE2EtXmclzDJpv-TO9827LKgmWu2Ag3OW QQ_M WiJq W RMuSiulgRg2zrggG NOTES - 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 202 Ib down and 129 Ib up at 8-0-0, 202 Ib down and 129 Ib up at 10-0-12, 202 Ib down and 129 Ib up at 12-0-12, 202 Ib down and 129 Ib up at 14-0-12, 202 Ib down and 129 Ib up at 15-7-0, 202 Ib down and 129 Ib up at 17-1-4, 202 Ib down and 129 lb up at 19-1-4, and 202 Ib down and 129 Ib up at 21-1-4, and 202 Ib down and 129 Ib up at 23-2-0 on top chord, and 326 Ib down and 179 Ib up at 8-0-0, 66 Ib down at 10-0-12, 66 Ib down at 12-0-12, 66 Ib down at 14-0-12, 66 Ib down at 15-7-0, 66 Ib down at 17-1-4, 66 Ib down at 19-14, and 66 Ib down at 21-14, and 326 Ib down and 179 Ib up at 23-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 5-7=-80, 1-7=-20 Concentrated Loads (lb) Vert: 3=-160(B)5=-160(B)9=-42(B)4=-160(B)11=-160(B)12=-160(B)14=-160(B)15=-160(B)17=-160(B)18=-160(B)19=-326(B)20=-42(6)21=-42(B)22=-42(B) 23= -42(B)24= -42(B) 25=-42(6)26=-326(B) AWARWARNING - Verify T THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. IY design parameters and READ NOTES ON Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�Y a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M''�e+©` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. 849557645 43460 A2 HIP TRUSS 1 1 in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:07:58 2017 Page 1 I D:115q FCEhhaEpenE2EtXmclzDJpv-xbj W FTLyb4elgKFFxDxfXz3vNEvR5MYr7Pa?MUzrggF i 2-1-12 6-1-6 10-0-0 15-7-0 21-2-0 25-0-10 29-0-4 31-2-0 2-1-12 3-11-10 3-10-10 5-7-0 5-7-0 3-10-10 3-11-10 2-1-12 1 5x6 = 2x4 II 5x6 = Scale = 1:53.3 10 8x8 = 2-1 1 - 2 -4 2 31-2-0 2-0-0 0-1- 2 7-10-4 s-7-0 s-7-0 7-10-4 0-1- 2 2-0-0 Plate Offsets (X,Y)-- (1:0-1-4,Edgel, f2:0-4-4,0-1-41 f6:0-4-4,0-1-121, f7:0-1-4 Edgel, f9:0-4-0,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL) -0.31 9 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.69 Vert(TL) -0.53 9 >609 240 TCDL 10.0 * Rep Stress In YES WB 0.29 Horz(TL) 0.06 8 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.20 9 >999 240 Weight: 127 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x6 SPF 1650F 1.5E *Except* TOP CHORD Structural wood sheathing directly applied or 4-11-9 oc purlins, 3-5: 2x4 SPF No.2 except BOT CHORD 2x6 SPF 1650F 1.5E 2-0-0 oc purlins (2-10-9 max.): 3-5. WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=1558/0-5-8, 8=1558/0-5-8 Max Horz 10=-69(LC 11) Max Uplift 10=-434(LC 6), 8=-434(LC 7) Max Grav 10=1646(LC 26),8=1646(LC 26) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1954/364, 2-3=-2188/559, 3-4=-2604/558, 4-5=-2604/558, 5-6=-2188/559, 6-7=-1954/364 BOT CHORD 1-10=-388/1956, 9-10=-420/1956, 8-9=-388/1956, 7-8=-388/1956 WEBS 2-10=-1206/502,3-9=-34/781, 4-9=-751/227,5-9=-34/781, 6-8=-1206/502 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (Flat roof snow); Category Il; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 10=434,8=434. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 25,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus -_- 5x6 ht Job Truss Truss Type Qty Ply STARFIRE CONST. R49557646 43460 A3 HIP TRUSS 1 1 Job Reference o tlonal) Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:07:59 2017 Page 1 ID:115gFCEhhaEpenE2EtXmclzDJpv-PnHuTpMaLNmcl UpS VxSu4nb5geGCgp4?M3JYuxzrggE 2-1-12 7-1-0 12-0-0 187-0 1s-2-0 za-o-lo zs-off 31,M2� 1-12 4-11-10 4-10-10 3-7-0 3-7-0 4-10-10 4-11-10 2-1 1P 6x6 = 6x6 Scale = 1:53.4 9 3x4 = 8x8 = 3x4 = 2-0-0 2- 12 12-0 1 7- 1 -2-0 29-0-4 29 -0 31-2-0 2-0-0 0- -12 9-10-4 3-7-0 3-7-0 9-10-0 0- -12 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.21 8 >999 360 MT20 185/144 (Roof Snow=3 0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.39 7-8 >835 240 1 TCDL 10.0 f Rep Stress Incr YES WB 0.28 Horz(TL) 0.06 7 n/a n/a BCLL Code IRC2012/TP12007 Matrix -S Wind(LL) 0.13 8 >999 240 Weight: 129 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except BOT CHORD 2x6 SPF 1650F 1.5E 2-0-0 oc purlins (5-8-14 max.): 3-4. WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=1558/0-5-8,7=1558/0-5-8 Max Horz 9=82(LC 12) Max Uplift 9=-421(LC 6), 7=-421(LC 7) Max Grav 9=1785(LC 26), 7=1785(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1801/290, 2-3=-2200/493, 3-4=-1931/423, 4-5=-2200/493, 5-6=-1801/290 BOT CHORD 1-9=-316/1849, 8-9=-349/1849, 7-8=-316/1849, 6-7=-316/1849 WEBS 2-9=-1395/520, 5-7=-1395/520, 3-8=-55/333, 4-8=-55/333 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (Flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 9=421,7=421. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 25,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hls CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. 28-114 29 0 31-2-0 2-0-0 0- - 2 8-10-13 849557647 43460 A4 HIP TRUSS 1 1 Plate Offsets (X,Y)-- f4:0-5-12,Edge), f5:0-5-12,Edg 1 REACTIONS. (Ib/size) 13=1558/0-5-8,9=1558/0-5-8 Max Horz 13=-98(LC 13) Job Reference (optional) Alpine Lumber Co., Commerce City,CC.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:00 2017 Page 1 I D:115q FCEhhaEpenE2EtXmclzDJpv-tzrGg9NC6huTvdOe3ez7c_8FR 1 X9Z988aj36QNzrggD 2-2-12 8-1-6 14-0-0 17-2-0 23-0.10 28-11d 41-2-0 2-2-12 5-10.10 5-10-10 3-2-0 5-10-10 5-10-10 2-2-12 1 0x1 0 MT20HS = 10x10 MT20HS = Scale = 1:53.9 13 4x6 = 3x4 = 3x6 = 3x5 = 4x6 = 2-0-0 2- -12 11-1-9 BRACING - 20-0-7 2x4 SPF 1650F 1.5E *Except* TOP CHORD 28-114 29 0 31-2-0 2-0-0 0- - 2 8-10-13 8-10-13 2x4 HF Stud BOT CHORD 8-10-13 0- - 2 2-0-0 Plate Offsets (X,Y)-- f4:0-5-12,Edge), f5:0-5-12,Edg 1 REACTIONS. (Ib/size) 13=1558/0-5-8,9=1558/0-5-8 Max Horz 13=-98(LC 13) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.38 12-13 >833 360 MT20 185/144 (Roof Snow=30.0) TCDL 10.0 Lumber DOL 1.15 BC 0.93 Vert(TL) -0.59 10-12 >545 240 MT20HS 139/108 Rep Stress Incr YES WB 0.74 Horz(TL) 0.11 9 n/a n/a BCLL 0.0 Code IRC2012ITP12007 Matrix -S Wind(LL) 0.16 12 >999 240 Weight: 114 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E *Except* TOP CHORD 4-5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud BOT CHORD WEBS REACTIONS. (Ib/size) 13=1558/0-5-8,9=1558/0-5-8 Max Horz 13=-98(LC 13) Max Uplift 13=-410(LC 6), 9=-410(LC 7) Max Grav 13=1871(LC 26), 9=1871(LC 26) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/71, 3-4=-2339/434, 4-5=-1862/430, 5-6=-2346/436, 6-7=-272/72 BOT CHORD 12-13=-388/2297, 10-12=-228/1862, 9-10=-326/2297 WEBS 2-13=-507/215, 3-13=-2451/503, 3-12=-414/254, 4-12=-65/488, 5-10=-68/492, 6-10=-411/254, 6-9=-2453/500, 7-9=-509/214 Structural wood sheathing directly applied or 2-8-10 oc purlins, except 2-0-0 oc purlins (4-0-2 max.): 4-5. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at mid pt 3-13,6-9 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (Flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 13=410,9=410. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 25,2017 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10(03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �Y a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the n Mek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. R495576 88 43460 A5 MOD. QUEEN 8 1 TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied. Job Reference (optional) J Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:00 2017 Page 1 ID:115gFCEhhaEpenE2EtXmclzDJpv-tzrGg9NC6huTvdOe3ez7c 8C01a4ZBj8aj36QNzrggD 7-11-0 15-7-0 23-3-0 31-2-0 7-11-0 7-8-0 7-8-0 7-11-0 Scale = 1:52.1 5x6 = 12 4x6 = 3x4 = 3x5 = 3x4 = 8 4x6 = 2-0-0 11-1-9 20-0-7 29-2-0 31-2-0 2-0-0 9-1-9 8-10-13 9-1-9 2-0-0 R, 0 LOADING (psf) TCLL 30.0 (Roof Snow=30.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2012/TP12007 CSI. TC 0.96 BC 0.75 WB 0.63 Matrix -S DEFL. Vert(LL) Vert(TL) HOrz(TL) Wind(LL) in floc) I/dell L/d -0.25 9-11 >999 360 -0.47 9-11 >684 240 0.09 8 n/a n/a 0.09 9-11 >999 240 PLATES GRIP MT20 185/144 Weight: 117 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-7-14 oc bracing. WEBS 2x4 HF Stud 'Except' WEBS 1 Row at midpt 3-12,5-8 4-9,4-11: 2x4 SPF No.2 REACTIONS. (Ib/size) 12=1558/0-5-8,8=1558/0-5-8 Max Horz 12=110(LC 10) Max Uplift 12=-397(LC 6), 8=-397(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1944/416, 4-5=-1944/416 BOT CHORD 11-12=-447/1919, 9-11=-191/1460, 8-9=-337/1919 WEBS 4-9=-95/532, 5-9=-372/274, 4-11=-95/532, 3-11=-372/274, 3-12=-2192/535, 2-12=-342/189, 5-8=-2192/535, 6-8=-342/188 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 12=397.8=397. January 25,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus --l- CA -- Job Truss Truss Type Qty Ply STARFIRE CONST. R49557649 43460 A6 Roof Special 2 1 Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:01 2017 Page 1 I D:115gFCEhhaEpenE2EtXmclzDJpv-MAPetUOgt?OKXnzgdLU M9ChW rRxilcRHpNofzpzrggC 2-2-12 7-10-0 15-7-0 23-4-0 28-11-4 31-2-0 2-2-12 5-7-4 7-9-0 7-9-0 5-7 4 2-2-12 6x6 = ASA Scale = 1:52.3 14 2x4 II 13 4.00 12 6x10 = 6x10 10 2x4 2-0-0 2 -12 7-10-0 15-7-0 23-4-0 28-11-4 29 0 31-2-0 2-0-0 0- - 2 5-7-4 7-9-0 7-9-0 5-7-4 0- - 2 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.15 12 >999 360 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.66 Vert(TL) -0.37 12-13 >873 240 TCDL 10.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.15 10 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.10 12 >999 240 BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD BOT CHORD 2x4 SPF No.2 BOT CHORD WEBS 2x4 HF Stud *Except* 6-12,4-12: 2x4 SPF No.2 REACTIONS. (Ib/size) 10=1558/0-5-8,14=1558/0-5-8 Max Horz 14=109(LC 10) Max Uplift 10=-398(LC 7), 14=-398(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2190/447, 4-5=-3019/524, 5-6=-3019/536, 6-8=-2190/447 BOT CHORD 12-13=-448/2077, 11-12=-334/2077 WEBS 5-12=-111/1362, 6-12=-127/1028, 6-11=-853/248,8-1 1=-373/1946, 8-10=-1442/405, 4-12=-44/1028, 4-13=-853/281, 2-13=-377/1946, 2-14=-1442/405 PLATES GRIP MT20 185/144 Weight: 138 Ib FT = 20% Structural wood sheathing directly applied or 4-9-13 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-8-13 oc bracing: 12-13. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category Il; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 10=398,14=398. January 25,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �ry a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Q�' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �r' r� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. R49557668 43460 JD1 JACK -CLOSED TRUSS 1 1 Job Reference (optional)J Alpine Lumber Co., Commerce City,C0.80022 5-5-4 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:14 2017 Page 1 D:115q FC E hh a Epen E2 EtXmcIzDJ pv-TghZcxYy_fUbnTKta D P Bxj mLh VJ re2 Cou SrwZzrgg? 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCLL 30.0 (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.27 Vert(LL) 0.01 4-5 >999 360 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(TL) 0.01 4-5 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.07 HOrc(TL) 0.03 3 n/a n/a Qrni ,nn Code IRC2012ITP12007 Matrix -R Wind(LL) -0.01 4-5 >999 240 LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 3=85/Mechanical, 4=5/Mechanical, 5=447/0-3-8 Max Horz 5=11O(LC 10) Max Uplift 3=-67(LC 10), 5=-163(LC 6) Max Grav 3=103(LC 14), 4=40(LC 5), 5=458(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-339/158 Scale: 3/4"=1' PLATES GRIP MT20 185/144 Weight: 14 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (Flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=1b) 5=163. e � January 25,2017 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PIy STARFIRE CONST. TCLL 30.0 SPACING- R49557669 43460 JD2 JACK -CLOSED TRUSS 4 1 L/d (Roof Snow=0) (Roof Plate Grip DOL 1.15 TC 0.23 Vert(LL) Job Reference o tional Alpine Lumber Co., Commerce City,CO.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:15 2017 Page 1 I D:115gFCEhhaEpenE2EtXmclzDJpv-xsFxpHZcalnLDx2 W RIIej9Gyj4gxa6QL 1 YBOS?zrqg_ 2-1-12 1-3-3 2x4 II LOADING (psf) GRIP MT20 185/144 Weight: 9 Ib FT = 20 TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d (Roof Snow=0) (Roof Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.00 4-5 >999 360 1 TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(TL) 0.00 4-5 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.03 3 n/a n/a .1— inn Code IRC2012fTP12007 Matrix -R Wind(LL) -0.00 4-5 >999 240 LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 3=-54/Mechanical, 4=-77/Mechanical, 5=466/0-3-8 Max Horz 5=73(LC 10) Max Uplift 3=-54(LC 1), 4=-77(LC 1), 5=-202(LC 6) Max Grav 3=14(LC 6), 4=39(LC 6), 5=470(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-297/136 Scale = 1:11.8 PLATES GRIP MT20 185/144 Weight: 9 Ib FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except Qt=1b) 5=202, January 25,2017 ®WARNING •Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473re, 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. TCLL 30.0 SPACING- 849557670 43460 JDC Diagonal Hip Girder 2 1 Plate Grip DOL 1.15 TC 0.62 Vert(LL) 0.06 4-5 >864 360 Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:15 2017 Page 1 I D:115gFCEhhaEpen E2EtXmclzDJpv-xsFxpHZcalnLDx2 W RIlej9Gsf4mga52L1 YBOS?zrqg_ 2-11-11 7-7-8 2-11-11 4-7-13 NI OI 2X4 11 Scale: 3/4"=1' LOADING (psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.62 Vert(LL) 0.06 4-5 >864 360 MT20 185/144 TCDL 10.0 Lumber DOL 1.15 BC 0.49 Vert(TL) 0.13 4-5 >435 240 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(TL) -0.16 3 n/a n/a BCDL 10.0 Code IRC2012fTP12007 Matrix -R Wind(LL) -0.07 4-5 >774 240 Weight: 19 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud REACTIONS. (Ib/size) 3=84/Mechanical, 4=-38/Mechanical, 5=493/0-3-14 Max Horz 5=110(LC 6) Max Uplift 3=-73(LC 10), 4=-88(LC 21), 5=-300(LC 6) Max Grav 3=116(LC 14), 4=62(LC 28), 5=521 (LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-421/201 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except Qt=1b) 5=300. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 67 Ib down and 188 Ib up at 4-9-14, and 67 Ib down and 188 Ib up at 4-9-14 on top chord, and 22 Ib down and 106 Ib up at 4-9-14, and 22 Ib down and 106 Ib up at 4-9-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80,1-4=-20 Concentrated Loads (lb) Vert: 7=106(F=53, B=53) 8=112(F=56, B=56) sol January 25,2017 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473re, 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing T �k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iw fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heichts CA 95610 Job TrussTruss Type Qty Ply STARFIRE CONST. 849557671 43460 JG GABLE 2 12 Job Reference (optional) l Alpine Lumber Co., Commerce City,CO.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:16 2017 Page 1 ID:115q FCEhhaEpenE2EtXmclzDJpv-P2pJ 1 dZFLcvCg5dj??GtGMp?SUAeJVZVGCxy_Szrgfz 4-11-8 8-0-0 4-11-8 3-0-8 2x4 II 2X4 11 Scale = 1:24.7 4-11-8 8-0-0 4-11-8 3-0-8 Plate Offsets (X,Y) [9:0-1-12,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.02 5-6 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.18 Vert(TL) -0.05 5-6 >999 240 BCDL 10.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.01 5 >999 240 Weight. 87 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-3, except end verticals. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud OTHERS 2x4 HF Stud REACTIONS. (Ib/size) 6=1429/0-5-8,4=1305/Mechanical Max Hoa 6=-173(LC 6) Max Uplift 6=-662(LC 4), 4=-489(LC 5) Max Grav 6=1443(LC 17), 4=1305(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-6=-1395/670, 1-2=-1264/527, 3-4=-343/104 BOT CHORD 4-5=-585/1296 WEBS 1-5=-544/1367, 2-5=444/308, 2-4=-1600/695 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) TCLL: ASCE 7-10; Pf=30.0 psf (Flat roof snow); Category Il; Exp C; Fully Exp.; Ct=1.1 6) Provide adequate drainage to prevent water ponding. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Bearing atjoint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 6=662,4=489. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 25,2017 ®WARNING • Veriry design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. R49557671 43460 JG GABLE 2 Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:16 2017 Page 2 ID:115gFCEhhaEpenE2EtXmclzDJpv-P2pJ 1 dZFLcvCg5dj??GtGMp?S UAeJVZVGCxy_Szrgfz NOTES - 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 435 Ib down and 281 Ib up at 0-1-12, 373 Ib down and 188 Ib up at 1-6-0, 422 Ib down and 272 Ib up at 3-6-0, and 431 Ib down and 183 Ib up at 5-6-0, and 469 Ib down and 189 Ib up at 7-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 5-6=-20,4-5=-20 Concentrated Loads (lb) Vert: 1=406 16=-341 17=-382 18=-391 19=-442 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' ei is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 citrus I.-:-"- CA 95610 Job Truss Truss Type City Ply STARFIRE CONST. TCLL 30.0 SPACING- 849557672 43460 JG1 Half Hip Girder 2 1 L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.69 Job Reference (optional) Alpine Lumber Co., Commerce City,CC.80022 2-2-12 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:17 2017 Page 1 I D:115gFCEhhaEpenE2EtXmclzDJpv-u FNiEzat6vl3SFCvZin6oaLA2uTL2_VeUsgV Wuzrgfy 7-0-0 10-0-0 4-9-4 3-0-0 4x6 = 3x5 11 6 2x4 II 5x6 = Scale = 1:20.7 LOADING (psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.69 Vert(LL) -0.05 5-6 >999 360 MT20 185/144 TCDL 10.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.10 5-6 >943 240 BCLL 0.0 Rep Stress Incr NO WB 0.15 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.05 5-6 >999 240 Weight: 38 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x6 SPF 165OF 1.5E WEBS 2x4 HF Stud BOT CHORD REACTIONS. (Ib/size) 5=593/Mechanical, 6=759/0-5-8 Max Horz 6=155(LC 9) Max Uplift 5=-260(LC 7), 6=-312(LC 6) Max Grav 5=594(LC 22), 6=934(LC 23) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-395/91, 2-3=-484/175 BOT CHORD 1-6=-68/363, 5-6=-203/363 WEBS 2-6=-495/230, 3-5=-413/182 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 5=260,6=312. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 132 Ib down and 102 Ib up at 8-0-12 on top chord, and 257 Ib down and 210 Ib up at 7-0-0, and 41 Ib down at 8-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-4=-80, 1-5=-20 Concentrated Loads (Ib) Vert: 8=-90(F) 9=-257(F) 1 0=-1 9(F) January 25,2017 ® WARNING . Verify design g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. Nam ��b Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Cif—H-- 6 itrusH Job Truss Truss Type Qty Ply STARFIRE CONST. 849557673 43460 Z1 Hip Girder 1 n G Job Reference (optional) I Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:19 2017 Page 1 I D:115q FCEhhaEpenE2EtXmclzDJ pv-gdUSfec7eXl nhYLlg7pau?QYpi6S WsGxyA9canzrgfw -'-0-06-0-0 11-0-0 16-0-0 22-0-0 23-0-0 1-0-0 6-0-0 5-0-0 5-0-0 6-0-0 1-0-0 4x6 = 4.00 12 3x4 - 46 = Scale = 1:39.7 14 15 16 17 4x6 = 3x5 = 6x8 = 46 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.21 8-9 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.48 8-9 >541 240 TCDL 10.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.08 6 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.16 8-9 >999 240 Weight: 168 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, BOT CHORD 2x6 SPF 1650F 1.5E except WEBS 2x4 HF Stud 2-0-0 oc purlins (4-8-11 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 2=2338/0-3-8, 6=2338/0-3-8 Max Horz 2=41 (LC 10) Max Uplift 2=-683(LC 6), 6=-683(LC 7) Max Grav 2=2433(LC 27), 6=2433(LC 27) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6093/1559, 3-4=-5588/1501, 4-5=-5588/1501, 5-6=-6093/1560 BOT CHORD 2-9=-1431/5676,8-9=-1987/6972,6-8=-1396/5676 WEBS 3-9=-190/1376,4-9=-1601/664, 4-8=-1601/664,5-8=-190/1376 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=683,6=683. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 223 Ib down and 135 Ib up at 6-0-0, 223 Ib down and 135 Ib up at 8-0-12, 223 Ib down and 135 Ib up at 10-0-12, 223 Ib down and 135 Ib up at 11-11-4, and 223 Ib down and 135 Ib up at 13-11-4, and 223 Ib down and 135 Ib up at 16-0-0 on top chord, and 535 Ib down and 147 Ib up at 6-0-0, 83 Ib down at 8-0-12, 83 Ib down at 10-0-12, 83 Ib down at 11-11-4, and 83 Ib down at 13-114, and 535 Ib down and 147 Ib up at January 25,2017 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. ry LOOOWD CASES) Standard �� WARN/N -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-99 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. 849557673 43460 z1 Hip Girder 1 2 Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:19 2017 Page 2 I D:115gFCEhhaEpenE2EtXmclzDJpv-gdUSfec7eXlnhYL Ig7pau?QYpi6S WsGxyA9canzrgfw LOAD CASES) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-5=-80, 5-7=-80, 2-6=-20 Concentrated Loads (lb) Vert: 3=-181(F) 5=-181(F) 8=-535(F) 9=-535(F) 10=-181(F) 1 1=-181(F) 12= -181(F)13= -181(F) 14=-42(F) 15= -42(F)16= -42(F)17= -42(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �y� iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. floc) I/dell L/d PLATES GRIP TCLL 30.0 R49557674 43460 Z2 Hip 1 1 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 Job Reference o tional Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:20 2017 Page 1 I D:115gFCEhhaEpenE2EtXmclzDJpv-Ig2gt_dl PgQeJiwU ErKpQCzf?5PcFK84Bgv97Dzrgfv i-1-0-0 4-1-11 8-0-0 14-0-0 i 17-10-5 22-0-0 23-0-0 1-0-0 4-1-11 3-10-5 r 6-0-0 3-10-5 4-1-11 1-0-0 4x8 — 6x6 = Scale = 1:39.7 4x6 — 3x9 — 6x6 — 4x6 - Plate Offsets (X,Y)-- [2:0-0-0,0-1-31, [5:0-2-8,0-2-01, [7:0-0-0,0-1-31, [9:0-3-0, Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.14 9-10 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.76 Vert(TL) -0.31 7-9 >844 240 TCDL 10.0 BCLL 0.0 Rep Stress In YES WB 0.22 Horz(TL) 0.09 7 n/a n/a BCDL 100 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.10 9-10 >999 240 Weight: 77 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud BOT CHORD REACTIONS. (Ib/size) 2=1177/0-3-8,7=1177/0-3-8 Max Horz 2=-54(LC 13) Max Uplift 2=-329(LC 6), 7=-329(LC 7) Max Grav 2=1325(LC 27), 7=1325(LC 27) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2597/595, 3-4=-2161/508, 4-5=-2012/518, 5-6=-2161/509, 6-7=-2597/595 BOT CHORD 2-10=-533/2347, 9-10=-368/2011, 7-9=-492/2347 WEBS 3-10=-399/185, 4-10=0/291, 5-9=0/291, 6-9=-399/185 Structural wood sheathing directly applied or 3-3-4 oc purlins, except 2-0-0 oc purlins (2-10-11 max.): 4-5. Rigid ceiling directly applied or 8-0-2 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except (jt=1b) 2=329,7=329. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. WE January 25,2017 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' R is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. TCLL 30.0 R49557675 43460 Z3 Hip 1 1 (loc) I/dell L/d (Roof Snow=3 Plate Grip DOL 1.15 Job Reference o tional Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:21 2017 Page 1 I D:115gFCEhhaEpenE2EtXmclzDJpv-mOcC4Kd NABYUxsVgoYr2zQ Wu3VhX_IzEPUejffzrgfu -1-0-0 5-1-11 10-0-0 12-0-0 16-10-5 22-0-0 23-0-0 1-0-0 5-1-11 4-10-5 2-0-0 4-10-5 5-1-11 1-0 0 0 A 4x6 = 6x6 = Scale = 1:39.7 5x6 = 3x9 = 5x8 10-0-0 12-0-0 22-0-0 r 10-0-0 2-0-0 10-0-0 LOADING (psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d (Roof Snow=3 Plate Grip DOL 1.15 TC 0.56 Vert(LL) 0.22 7-9 >999 360 10) TCDL 10.0 Lumber DOL 1.15 BC 0.97 Vert(TL) -0.61 7-9 >425 240 BCLL 0.0 * Rep Stress Incr YES WB 0.38 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.09 10 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud BOT CHORD WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (Ib/size) 2=1177/0-3-8,7=1177/0-3-8 Max Horz 2=-66(LC 13) Max Uplift 2=-318(LC 6), 7=-318(LC 7) Max Grav 2=1470(LC 27), 7=1470(LC 27) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2937/584, 3-4=-2256/406, 4-5=-2046/419, 5-6=-2254/406, 6-7=-2937/585 BOT CHORD 2-10=-526/2684, 9-10=-261/2043, 7-9=-477/2685 WEBS 3-10=-666/272, 4-10=-35/381, 5-9=-27/361, 6-9=-669/273 5x6 = PLATES GRIP MT20 185/144 Weight: 80 Ib FT = 20% Structural wood sheathing directly applied or 2-9-4 oc purlins, except 2-0-0 oc purlins (3-8-4 max.): 4-5. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=318,7=318. 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. L�' January 25,2017 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 1010712015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �v a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p y iTekbuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Io Job Truss Truss Type Qty Ply STARFIRE CONST. DEFL. in (loc) I/dell L/d _ PLATES GRIP TCLL 30.0 (Roof Snow=3 Plate Grip DOL 1.15 849557676 43460 Z4 Common 6 1 BC 0.74 Vert(TL) -0.29 8-9 >890 240 BCLL 0.0 Rep Stress Incr YES Job Reference (optional) Alpine Lumber Co., Commerce City,CO.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:22 2017 Page 1 I D:115q FCEhhaEpenE2EtXmclzDJpv-ECAaHge?xSgLY04tLGNHVd24ov4MjD3Ne8OGB5zrgft 1-0-0 5-7-11 11-0-0 16-4-5 22-0-0 1 23-0-0 1-0-0 5-7-11 5-4-5 5-4-5 5-7-11 1-0 0 9 Scale = 1:38.5 5x6 = 4x6 = 3x5 = 6x6 = 46 = Ia Plate Offsets (X,Y)-- f8:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d _ PLATES GRIP TCLL 30.0 (Roof Snow=3 Plate Grip DOL 1.15 TC 0.49 Vert(LL) 0.13 8-9 >999 360 MT20 185/144 10) TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(TL) -0.29 8-9 >890 240 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.08 6 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.09 9 >999 240 Weight: 72 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. WEBS 2x4 HF Stud REACTIONS. (Ib/size) 2=1177/0-3-8,6=1177/0-3-8 Max Horz 2=73(LC 12) Max Uplift 2=-311(LC 6), 6=-311(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2415/531, 3-4=-2117/463, 4-5=-2117/463, 5-6=-2415/531 BOT CHORD 2-9=-480/2193, 8-9=-254/1549, 6-8=-426/2193 WEBS 4-8=-119/680, 5-8=-469/234, 4-9=-119/680, 3-9=-469/234 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=311, 6=311. January 25,2017 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ���ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 1'.itrus1, hts CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. LOADING (psf) SPACING- 2-0-0 849557677 43460 zC1 Diagonal Hip Girder 2 1 TCLL 30.0 (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.07 Job Reference o tional Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:22 2017 Page 1 I D:115q FC Ehha Epen E 2 EtXmclzDJpv-E CAaH ge?xSgLY04tL G N HVd25DvB9j DyNe80 GB5zrgft -1-5-04-3-0 8-5-1 1-5-0 4-3-0 4-2-1 Scale = 1:18.1 2x4 II 4 5 LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BOT CHORD REACTIONS. (Ib/size) 7=486/Mechanical, 2=573/0-4-9 Max Horz 2=122(LC 24) Max Uplift 7=-135(LC 10), 2=-217(LC 6) Max Grav 7=521 (LC 15), 2=590(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-904/404 BOT CHORD 2-7=-410/834 WEBS 3-7=-859/450 PLATES GRIP MT20 197/144 Weight: 33 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 7=135,2=217. 9) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 Ib down and 31 Ib up at 2-9-8, 26 Ib down and 31 Ib up at 2-9-8, and 100 Ib down and 86 Ib up at 5-7-7, and 100 Ib down and 86 Ib up at 5-7-7 on top chord , and 2 Ib down at 2-9-8, 2 Ib down at 2-9-8, and 26 Ib down at 5-7-7, and 26 Ib down at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-5=-80, 2-6=-20 Concentrated Loads (lb) Vert: 9=-81(F=-40, 13=40) 11=-26(F=-13, B=-13) January 25,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �p a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus H-- CA -6- 851 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 30.0 (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.07 2-7 >999 360 TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(TL) -0.18 2-7 >542 240 0.0 M Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 7 n/a n/a BCDL 10.0BCLL Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.00 2 "*' 240 LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BOT CHORD REACTIONS. (Ib/size) 7=486/Mechanical, 2=573/0-4-9 Max Horz 2=122(LC 24) Max Uplift 7=-135(LC 10), 2=-217(LC 6) Max Grav 7=521 (LC 15), 2=590(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-904/404 BOT CHORD 2-7=-410/834 WEBS 3-7=-859/450 PLATES GRIP MT20 197/144 Weight: 33 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 7=135,2=217. 9) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 26 Ib down and 31 Ib up at 2-9-8, 26 Ib down and 31 Ib up at 2-9-8, and 100 Ib down and 86 Ib up at 5-7-7, and 100 Ib down and 86 Ib up at 5-7-7 on top chord , and 2 Ib down at 2-9-8, 2 Ib down at 2-9-8, and 26 Ib down at 5-7-7, and 26 Ib down at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-5=-80, 2-6=-20 Concentrated Loads (lb) Vert: 9=-81(F=-40, 13=40) 11=-26(F=-13, B=-13) January 25,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �p a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus H-- CA -6- Job Truss Truss Type Qty Ply STARFIRE CONST. 43460 ZJ1 Jack -Open 4 1 849557678 DEFL. in (loc) I/dell L/d Job Reference o tional Alpine Lumber Co., Commerce City,CO.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:23 2017 Page 1 1 D:115q FCEhhaEpenE2E0(mclzDJpv-iPkzVOfeiloCAAf3vzu W2rbL4J bcSkJXto7pjYzrgfs 1-0-0 t -t1-11 2x4 = Scale = 1:8.6 LOADING (psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 2 >999 360 MT20 185/144 BCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.00 2 "" 240 Weight: 7 Ib FT = 20% LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 3=55/Mechanical, 2=201/0-3-8, 4=19/Mechanical Max Horz 2=52(LC 6) Max Uplift 3=-38(LC 10), 2=-95(LC 6) Max Grav 3=58(LC 15), 2=201 (LC 15), 4=39(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. January 25,2017 rr A WARN/NG -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �n a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �Qi' " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 849557679 43460 ZJ2 Jack -Open 4 1 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(TL) -0.02 Job Reference (optional) Alpine Lumber Co., Commerce City,CO.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:23 2017 Page 1 ID:115gFCEhhaEpenE2EtXmclzDJpv-iPkzVOfeiloCAAf3vzu W2rblOJaESkJXto7pjYzrgfs -1-0-03-11-11 r 1-0-0 3-11-11 2X4 = 2X4 11 " N N Scale: V=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.01 2-5 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(TL) -0.02 2-5 >999 240 TCDL 10.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 We n/a BCLL 0.0 Code IRC2012ITP12007 Matrix -R Wind(LL) 0.00 5 **** 240 Weight: 12 Ib FT = 20% BCDL 10.0 LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 2=291/0-3-8, 3=137/Mechanical, 5=41 /Mechanical Max Horz 2=84(LC 6) Max Uplift 2=-116(LC 6), 3=-81 (LC 10) Max Grav 2=298(LC 15), 3=153(LC 15), 5=83(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Ot=lb) 2=116. January 25,2017 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall piTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the M fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIr(PI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. (loc) I/dell L/d PLATES GRIP TCLL 30.0 R49557680 43460 ZJ3 Jack -Open 6 1 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 Job Reference o tional Alpine Lumber Co., Commerce City,CO.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:24 2017 Page 1 ID:115q FCEhhaEpenE2EtXmclzDJpv-Ab1 LiMgGT3w3oJEFThPla28LZjsFBBZg5StNG_zrqfr 1-0-0 6-0-0 1-0-0 6-0-0 O1 2x4 11 2X4 = 2X4 114 Scale = 1:16.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.06 2-5 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.33 Vert(TL) -0.14 2-5 >468 240 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.00 5 ""' 240 Weight: 18 Ib FT = 20% LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 2=388/0-3-8,3=223/Mechanical, 5=62/Mechanical Max Horz 2=118(LC 6) Max Uplift 2=-132(LC 6), 3=-126(LC 10) Max Grav 2=403(LC 15), 3=261 (LC 15), 5=123(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 2=132, 3=126. January 25,2017 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �p a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A /I�T�IiR" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MY� 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 mo D— U) 03 U � m D > o -0D m D m X m m oZ 3 N o o a c°pv m o m ""D 61 o O C. CL 7 o. p�j y — j N a goG)0EfEf Z) 0 � m'in ^� < E Z 3ETT. o -I D a m rn W O Q n ca N 33 c.». a D. a -6 CD Q. '� (D (n O- CD c ca 6' N (D O n 0� Ota N j 0 N �. (D O 7 N S N y n (D `G 41 O X -0 a sC m 9 0_ (0 3 n o �� n 7 O <� Scn S(D `� 0_ CD 6 S (n `D n CI O aQ 2 N 0 om om�o° mm� y mom r a�'O � o �'�Wo0. �mo� m --j En m o�m m m�� Wim' CD �m m o C a- o o 3 q QQN N o.a o om W'�w El (D J 3 °' — �. 0 Z m ��.N o o nCD o o O o. v�o J'mNimno Cmnm O (n O cNx o CI- vSL O uo° N CD N m �W so 7 CDw O O. N 0 Cc l N Ccz o m o J O .0 (D ° m c° CD CD (D C CD fD ° CD (D m A V (D O O W N O N TOP CHORD C m C C� m m n z0 c -4DC- xx0 N 3 Q � (n A� n p m0 m y MOZ m zci w A" CD C (CD D Cn Off;, V, m C M Cn TC Z QWCCD a) ai m- CD --q TZ Sm T --v- v° L T. -F cn N X m 00 o m n CD C2: Cor 3.m o. cr (n' CD Z) 0 a 3m r:)T � � 0 --i mm m -I m �z 0 CD cD L rn �, m z Co (n y aim z1 O CD "' C cD D cD N N D D y D to r V 1 v� cn a CDm m D� �B oo Ix O m Ac 0 R c w `�° Co r, d 0 c 2 O cQ' � N O� a m cn T D m �7 N c�i o m m 1 m 0 (n 0 dcn 0 2 0 < o- <n w < m m Q �_ n C N Z O 1 .0 r CD 0 Z X rn N 'a m (mD N Z 0 m O � (n G7 O N T CD Ln CD CDD o fA Om CL TOP CHORD Cl -8 D 0) Z m �� L p A" > C a C) Z DLo O o N 3 D (D N T --v- v° L m v 3 (n N m O m oN CDD O °" O m n CD C2: Cor 3.m o. Z - (D a� D w �' c 0 CD N. cn X N O Z O 6 (n \V W3-6 w CD x c 3 N N N Cl -8 Z �� rn O 00 a C) W2-7 O N p L m U) C/) m oN Z> n N �I D S N 0 0 W 0 x \V W3-6 w N x (D 3 TOP CHORD D O w W ;7 -9 o C W r 5-U 0 m (� c C 0 C Er 0 5-6 -0 (7 v n 'V S Z V 3 n D v ZN �n< o.<.� moo° ° Q0 mW3 OW 3�° mJ °'J om mom° � ayo �� Wa 3 C p O - O O J 0 O . O � O- W N Q O O- `< 0 N J (O W (D 3 St0 Jc (D J' _ 0 O LU J o J(p W p �' 3 (°o mN m< Nm ��' o �' <_J Jm.0 o m 3 m a 2 C o CQ CD � W c W 3 J -,; n c n� o o W 0 m 3 _ 0 W x m e v, m W cD N n N= In (D (D n O C-. 0 J O d a N N W ° N - .D m S OJ N W (D Q J m p O 0 p O O c (D�� J� o mo o o Q m� n� W m� 0 3 c m 3 N m m .o °co m5 u p p3 J o� m °'o o. Jm J m N W� N N R m of mN o 03 o m� m W n QQmO Xw TI /D °�`� �oO?-- < �m m a� am �� °---� W� nm �N (ono o foo oJ- o-��'c w `G 3 p W ((D N N .-. (� p Q c= . O O C a J J •-• C C W D- n J J O O j (O .N. OCD nm mO o W J C p C JN Ol D' C(D W Nc Wp p W m W`< 'oC S CD O (D m (D (n �2 0 (D n, (D J n .c O O N O ..-. m 'O N W N J O J ID f° W Q ` -C ms (D On N N J (pS O p 3 nN n W n 0 C 0-77N ?m n� N p: O W N C C m N W N. O 'p Q ° N Q J O (D c J a m N 7 m o c l 3 m 0 m W m 3 a �< o o m . 0 m a W O °1 c ID I m moo- J m m m ? m Cr o 0 d° m m 3 0 DN o o 0 o m o M(0 f o v 0 (D < m O (D N u O. n (p O O O Z n p, K S Q Z W W CD (D n 6.3 J W J F� 3 �. CD o c m m n J N W N c Do �n N m o o° Q W W m 3 0 m J o -0 S p o G7 a <(o Di Z c @ (n 0 0 Q N o m 0- � m O fO J `< n -Np (D W (Oi( C. ti (D O (D J Q O -. �_ m N N N W N `G N /"1 /� O O N -O O �_ p o O _ J J f. . O N J O 0 0 _I W /v+ 2 -,. m W W N 0 ti J 3 0 3 o (D J o �.� o m W `< n F - j C Q (D n a' N 0.CD n -p (D 0 F. 0 S W O J 0 0 CD ID CL m (n j O (D w N G - O O O N d W O O O J y J N (O 3 //���il CD � -'� (7 m o '< x m m 00. o 0 m m 0. m 3: m m m T \ V (/( N N W N o (D (� y s o °n m o o oa J m m O W 3 0 0 < 3 CO o a c N '� S J O W a D n. N N Q N n n (D fn T n O 0 N N O N O 0 _ (D 0 < 2O Ln CD N a (0 ° E 0 3 m CD .C- `` O0 f� Job Truss Truss Type Qty Ply STARFIRE CONST. (loc) I/deft L/d TCLL 30.0 (Roof Snow=30.0) Plate Grip DOL R49557667 43460 JC1 Diagonal Hip Girder 2 1 J TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(TL) Job Reference optional) Alpine Lumber Co., Commerce City,CO.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:14 2017 Page 1 I D:115gFCEhhaEpenE2EtXmclzDJpv-TghZcxY__fUbnTKtaDPBxjhkhVFreuCouSrwZzrgg? 3-0-13 4-11-2 9-10-1 3-0-13 1-10-5 4-10-14 Scale = 1:20.3 5x6 3 4 7 5 2x4 11 3x5 11 2-8-15 -0-1 9-10-1 2-8-15 3-1 6-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.63 Vert(LL) 0.03 6-7 >999 360 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(TL) 0.05 6-7 >999 240 BOLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(TL) -0.00 6 n/a n/a Br.DL 10.0 Code IRC2012/TP12007 Matrix -R Wind(LL) -0.03 6-7 >999 240 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 BOT CHORD REACTIONS. (Ib/size) 6=258/Mechanical, 7=763/0-7-12 Max Horz 7=154(LC 9) Max Uplift 6=-176(LC 7), 7=-466(LC 6) Max Grav 6=286(LC 14), 7=791 (LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-6=-286/174 WEBS 2-7=-559/365 PLATES GRIP MT20 197/144 Weight: 33 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 6=176,7=466. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 Ib down and 85 Ib up at 2-9-8, 72 Ib down and 85 Ib up at 2-9-8, 56 Ib up at 5-7-7, 56 Ib up at 5-7-7, and 82 Ib down and 77 Ib up at 8-5-6, and 82 Ib down and 77 Ib up at 8-5-6 on top chord, and 45 Ib down and 54 Ib up at 2-9-8, 45 Ib down and 54 Ib up at 2-9-8, 11 Ib down and 70 Ib up at 5-7-7, 11 Ib down and 70 Ib up at 5-7-7, and 16 Ib down and 2 Ib up at 8-5-6, and 16 Ib down and 2 Ib up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80, 3-4=-80,1-5=-20 Concentrated Loads (lb) Vert: 7=-90(F=-45, B=-45) 2=-51(F=-25, B=-25) 9=71(F=36, B=36) 10=-47(F=-23, B=-23) 11=75(F=38, B=38) 12=4(F=2, B=2) M41M January 25,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �x a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qry Ply STARFIRE CONST. 849557659 43460 J6 Monopitch 2 1 TC 0.27 Vert(LL) -0.02 5 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.21 Job Reference o tional Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr zu 2016 MiTek ex inausmes, mc. vveu ddn co 1 i.Vo.va 4V 1 r -V6 I D:115q FCEhhaEpenE2EtXmclzDJpv-7iugZEUs?S 1 BVOaN51 eEUuOvagmbAleTfdk4FMzrgg4 4-11-12 10-0-0 _ 4-11-12 5-0-4 rutO 4x6 8 3 6 5X6 = m C; T M Scale = 1:24.8 L -u -u u -D -o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.02 5 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.04 4-5 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.02 4 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix -S Wind(LL) 0.02 5 >999 240 Weight: 44 lb FT = 20% BC_DL 10.0 LUMBER- BRACING - TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 4=750/Mechanical, 6=678/0-5-8 Max Horz 6=202(LC 7) Max Uplift 4=-260(LC 7), 6=-237(LC 6) Max Grav 4=792(LC 14), 6=706(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251/517, 2-3=-708/251, 3-4=-743/279 BOT CHORD 1-6=-401/266, 5-6=-315/681 WEBS 2-6=-1318/437, 3-5=-241/636 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 4=260,6=237. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 499 Ib down and 214 Ib up at 9-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80,1-6=-20, 5-6=-20, 4-5=-20 Concentrated Loads (lb) Vert: 8=-442 January 25,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. �0 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 _ _ _ Job Truss Truss Type Qty Ply STARFIRE CONST. — Plate Offsets (X,Y)-- fl:0-0-0,0-0-151, [3:0-2-4,0-1-121 849557660 43460 JB1 MONOPITCH 6 1 LOADING (psf) SPACING- 2-0-0 CSI. Job Reference o tional _ Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MITek Industries, Inc. Wed Jan 25 11:08:09 2017 Page 1 ID:115gFCEhhaEpenE2EtXmclzDJpv-7iugZEUs?S t BVOaN51 eEUuOnzgl l ANzTfd k4FMzrgg4 2.1_g 10-0-0 2211 88 7-10-8 4x6 % Scale = 1:23.7 vxo 2x4 o2 6 0 A 3x4 = 8 to 2-0-0 2-0-0 — Plate Offsets (X,Y)-- fl:0-0-0,0-0-151, [3:0-2-4,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.07 5-6 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.31 Vert(TL) -0.17 5-6 >564 240 TCDL 10.0 Rep Stress Incr YES WB 0.12 Horz(TL) -0.01 8 n/a n/a BCLL 0.0 ' Code IRC2012/TP12007 Matrix -S Wind(LL) 0.04 5-6 >999 240 Weight: 31 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 HF Stud `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-5: 2x4 SPF No.2 REACTIONS. (Ib/size) 6=631/0-3-0,8=331/0-1-8 Max Horz 6=152(LC 10) Max Uplift 6=-208(LC 6), 8=-116(LC 10) Max Grav 6=664(LC 15), 8=396(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-272/11 WEBS 2-6=-605/311 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 6=208,8=116. January 25,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/03/2015 BEFORE USE. �p Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mew is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job 43460 IJB2 Type Qty IPly I STARFIRE CONST. 4 R49557661 Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:10 2017 Page 1 ID:115gFCEhhaEpenE2EtXmclzDJ pv-buS2mZV Umm926A9Zek9TO5Z_R36QvgactGUdnozrgg3 2-1-8 7-11-11 2-1-8 5-10-3 Scale = 1:20.5 2x4 11 6 4 2x4 11 2.4 11 2-0-Q2118 7-11-11 2-6-0 oil 8 5-10-3 Plate Offsets (X Y)-- [3:0-2-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.03 5-6 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.09 5-6 >727 240 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.05 3 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.04 5-6 >999 240 Weight: 22 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud REACTIONS. (Ib/size) 6=538/0-3-0, 3=195/Mechanical, 5=59/Mechanical Max Horz 6=141 (LC 6) Max Uplift 6=-190(LC 6), 3=-114(LC 10) Max Grav 6=561(LC 14), 3=238(LC 14), 5=106(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-488/247 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) except Qt=1b) 6=190,3=114. a�� January 25,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103/2015 BEFORE USE. v Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. (loc) I/dell L/d PLATES GRIP 849557662 43460 J83 JACK -CLOSED 4 1 5-6 >999 360 MT20 185/144 (Roof Snow=30.0) Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:10 2017 Page 1 I D:I15q FC Ehh a E pen E2EtXmclzDJ pv-buS2mZV Umm926A9Zek9TO5Z4137pvgzctG Ud nozrgg 3 t2 6 N 2-1-8 3-10-3 2x4 II 6 2x4 II 2.4 114 2-9-92 8 5-11-11 2-0-0 0-1-8 3-10-3 Scale = 1:16.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.01 5-6 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.15 Vert(TL) -0.01 5-6 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.02 3 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix -R Wind(LL) -0.01 5-6 >999 240 Weight: 17 Ib FT = 20% RCDL 10.0 LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 6=460/0-3-0, 3=111/Mechanical, 5=21 /Mechanical Max Horz 6=108(LC 6) Max Uplift 6=-181(LC 6), 3=-74(LC 10) Max Grav 6=474(LC 14), 3=134(LC 14), 5=61 (LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-366/182 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=lb) 6=181. January 25,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not« a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus H-- 6 CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. 3-11-11 2-0-0 0-1- 1-10-3 R49557663 43460 JB4 JACK -CLOSED 4 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Job Reference (optional) Alpine Lumber Co., Commerce Cily,CO.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:11 2017 Page 1 I D:115gFCEhhaEpenE2EtXmclzDJpv-35?Q_vW6X3HvkKklCSgiZJ5GnTS6eISm6wDBJ Ezrgg2 2-1-8 1-10-3 Scale: V=1' NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 5 except Qt=1b) 6=198. 0___; January 25,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. �ry Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 0 2x4 2x4 II' 2-0-0 2 1- 3-11-11 2-0-0 0-1- 1-10-3 Plate Offsets (X Y)-- [3:0-2-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) 0.00 5-6 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(TL) 0.00 5-6 >999 240 TCDL 10.0 rt Rep Stress Incr YES WB 0.06 Horz(TL) -0.03 3 n/a n/a BCLL 0.0 Code IRC2012/TPI2007 Matrix -R Wind(LL) -0.00 5-6 >999 240 Weight: 12 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud REACTIONS. (Ib/size) 6=434/0-3-0, 3=4/Mechanical, 5=-45/Mechanical Max Horz 6=75(LC 6) Max Uplift 6=-198(LC 6), 3=-28(LC 10), 5=-45(LC 1) Max Grav 6=441 (LC 14), 3=1O(LC 14), 5=37(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-289/142 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 5 except Qt=1b) 6=198. 0___; January 25,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. �ry Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 R49557664 43460 JB5 JACK -CLOSED 4 1 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 5 n/r 120 TCDL 10.0 Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:11 2017 Page 1 I D:115q FCEhhaEpenE2EtXmclzDJpv-35?Q_vW 6X3HvkKklCSgiZJ510TVdel Lm6wDBJEzrgg2 IMM 3x4 = 2x4 11 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. Scale = 1:8.6 Plate Offsets (X Y)-- (2:0-2-13,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 5 n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 5 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.00 HOrz(TL) 0.00 n/a n/a BCLL 0.0 Code IRC2012/TP12007 Matrix -R Weight: 5 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 3=125/Mechanical, 4=71/Mechanical Max Horz 3=224(LC 1), 4=-224(LC 1) Max Uplift 3=-75(LC 6), 4=-41(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-138/251 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4. 8) Non Standard bearing condition. Review required. January 25,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall s rek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Type Qty Ply STARFIRE CONST. 2-9-3 2-11 8 6-6-7 8-3-2 10-1-9 14-0-3 2-9-3 0-2-5 3-6-15 849557665 43460 JBC 7MO7NOPITCH TRUSS 2 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d Job Reference o tional Alpine Lumber Co., Commerce City,CO.80022 8.U1u s Apr zU zU16 MI I ek Inaustnes, Inc. vvea uan zb 11:uts:iz zu1 t rage I D:115q FCEhhaEpenE2EtXmcIzDJ pv-XHZpBFW kl NPmMTJym9Bx5W eFdtmcNeUvLazkshzrgg 1 r 2-11-5 6-6-7 8-3-2 10-1-9 14-0-3 14-0-15 2-11-5 3-7-2 1-8-11 1-10-7 3-10-10 0-0-12 1 o� 3x4 = 1000 MT20HS = 4 5 Scale = 1:26.3 9 5x8 = 4x6 11 2x4 11 o- Ids 2-9-3 2-11 8 6-6-7 8-3-2 10-1-9 14-0-3 2-9-3 0-2-5 3-6-15 1-8-11 1-10-7 3-10-10 Plate Offsets (X,Y)-- [1:0-0-3,0-1-0], [4:0-3-0 Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.04 8 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(TL) -0.11 7-8 >999 240 MT20HS 139/108 TCDL 10.0 Rep Stress Incr NO WB 0.46 Horz(TL) -0.01 11 n/a n/a * BCLL 0.0 Code IRC2012/TP12007 Matrix -S Wind(LL) -0.03 8-9 >999 240 Weight: 55 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 9=1018/0-4-3,11=748/0-1-6 Max Horz 9=174(LC 6) Max Uplift 9=-539(LC 6), 11=-268(LC 10) Max Grav 9=1034(LC 15), 11=795(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-225/392, 2-3=-958/335, 3-4=-1001/410 BOT CHORD 1-9=-329/224, 8-9=-329/50 WEBS 2-9=-871/426, 3-8=-575/348, 2-8=-373/1209, 4-8=-423/807 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and fight exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 11. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 9=539,11=268. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 Ib down and 88 Ib up at 2-9-8, 72 Ib down and 88 Ib up at 2-9-8, 54 Ib up at 5-7-7, 54 Ib up at 5-7-7, 82 Ib down and 74 Ib up at 8-5-6, 82 Ib down and 74 Ib up at 8-5-6, and 185 Ib down and 127 Ib up at 11-3-5, and 185 Ib down and 127 Ib up at 11-3-5 on top chord, and 46 Ib down and 57 Ib up at 2-9-8, 46 Ib down and 57 Ib up at 2-9-8, 20 Ib down and 73 Ib up at 5-7-7, 20 Ib down and 73 Ib up at 5-7-7, 21 Ib down and 1 Ib up at 8-5-6, 21 Ib down and 1 Ib up at 8-5-6, and 50 Ib down at 11-3-5, and 50 Ib down at 11-3-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard January 25,2017 AWARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. 849557665 43460 JBC MONOPITCH TRUSS 2 1 Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:12 2017 Page 2 I D:115gFCEhhaEpenE2EtXmclzDJpv-XHZpBFW kl N PmMTJym9Bx5WeFdtmcNeUvLazkshzrgg 1 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-5=-80, 1-6=-20 Concentrated Loads (lb) Vert: 2=-50(F=-25, B=-25) 9=-92(F=-46, B=46) 3=-46(F=-23, B=-23) 8=2(F=1, 13=1) 12=69(F=34, B=34) 14=-250(F=-125, B=-125) 15=73(F=37, B=37) 16=-69(F=-34, B=-34) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �0 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heiohts, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 849557666 43460 JC DIAGONAL HIP GIRDER 2 1 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.11 Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:13 2017 Page 1 I D:115gFCEhhaEpenE2EtXmclzDJpv-?T7BPbXM2hXdzdu8KtiAekBRxH556Af3aEi I07zrggO 3-0-13 7-0-3 11-3-0 3-0-13 3-11-6 4-2-13 Scale = 1:22.1 6x6 11 3 4 7 5 2x4 11 3x4 11 2-8-15-0-1 7-0-3 11-3-0 2.8-15 3-1 3-11-6 4-2-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.09 6-7 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.43 Vert(TL) 0.11 6-7 >901 240 TCDL 10.0 * Rep Stress Incr NO WB 0.14 Horz(TL) -0.00 6 n/a n/a Rmi inn n0 Code IRC2012/TPI2007 Matrix -S Wind(LL) -0.11 6-7 >857 240 Weight: 30 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud BOT CHORD REACTIONS. (Ib/size) 6=345/Mechanical, 7=817/0-7-12 Max Horz 7=158(LC 6) Max Uplift 6=-187(LC 10), 7=-470(LC 6) Max Grav 6=399(LC 14), 7=842(LC 14) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-6=-348/199 WEBS 2-7=-688/430 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (Flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 6=187,7=470. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 Ib down and 85 Ib up at 2-9-8, 72 Ib down and 85 Ib up at 2-9-8, 56 Ib up at 5-7-7, 56 Ib up at 5-7-7, and 82 Ib down and 79 Ib up at 8-5-6, and 82 Ib down and 79 Ib up at 8-5-6 on top chord, and 45 Ib down and 54 Ib up at 2-9-8, 45 Ib down and 54 Ib up at 2-9-8, 11 Ib down and 70 Ib up at 5-7-7, 11 Ib down and 70 Ib up at 5-7-7, and 16 Ib down and 2 Ib up at 8-5-6, and 16 Ib down and 2 Ib up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-80,3-4=-80,1-5=-20 Concentrated Loads (lb) Vert: 2=-51(F=-25, B=-25) 7=-90(F=-45, B=-45) 8=71(F=36, B=36) 9=-45(F=-23, B=-23) 10=75(F=38, B=38) 11=4(F=2, B=2) W-0 January 25,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not% a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M i%k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Nei hts CA -- s Main Floor ao w "a. UPA G Kitchen O Job #: 6540 W. 31 st Ave. Performed by Joe Colbum for: Brian Morrison 11100 W. 8 th Ave. Suite 200 Lakewood, CO 80215 Phone: (303) 359-6859 FII Authority Air Designs, LLC. 6608 W. 95th Place Westminster, CO 80021-6422 Phone: (720) 354-8105 www.AuthorityAir.com Joe@AuthorityAir.com Scale: 1/8" = 1'0" Page 2 Right -Suite@ Universal 2017 17.0.10 RSU18198 2016 -Nov -19 12:41:48 K Morrison - 6540 W 31 st Ave.rup s - Upper Floor Job #: 6540 W. 31stAve. Performed by Joe Colburn for: Brian Morrison 11100 W. 8 th Ave. Suite 200 Lakewood, CO 80215 Phone: (303) 359-6859 Authority Air Designs, LLC. 6608 W. 95th Place Westminster, CO 80021-6422 Phone: (720) 354-8105 www.AuthodtyAir.com Joe@AuthodtyAir.com Scale: 1/8" = 1'0" Page 3 Right -Suite® Universal 2017 17.0.10 RSU18198 2016 -Nov -19 12:41:48 K Morrison - 6540 W 31 st Ave.rup Job ]A8M Truss Type Qty Ply STARFIRE CONST. 849557650 43460 GABLE 1 2 Job Reference (optional) _ Alpine Lumber Co., Commerce City,CO.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:03 2017 Page 1 I D:115q FC Ehha EpenE2EtXmclzDJpv-IYWPIAP5PcH2n57DkmXgEdmrKFcxmTDaGhHm 1 izrggA 2-2-12 7-10-0 15-7-0 23-4-0 28-11A 31-2-0 2-2-12 5-7-4 7-9-0 7-9-0 5-7-4 2-2-12 Scale = 1:51.7 - _ i, 2x4 II 4 2x4 12 -- 11 8x12 8x12 = 2x4 8x12 = d 8x12 2-0-0 20-N22 - -12 7-10-0 15-7-0 23-4-0 28-11-4 29 -031-2-0 2-0-0 0 - 2 5-7-4 7-9-0 7-9-0 5-7-4 0- - -12L2 Plate Offsets (X Y)-- [8:0-2-8,0-3-121, [9:0-5-0,0-4-0] [10:0-7-0,0-5-81, [11:0-5-0,0-4-01, [12:0-2-8,0-3-121 [13:0-1-8 0-1-0] [18:0-1-8 0-1-01 [21:0-1-8,0-1 -01, [27:0-1-8,0-1 -0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d TCLL 30.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.29 9-10 >999 360 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.67 Vert(TL) -0.57 9-10 >563 240 TCDL10.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.22 8 n/a n/a 0.0 * Code IRC2012/TPI2007 Matrix -R Wind(LL) 0.27 10-11 >999 240 BCDL 10.0BCLL LUMBER - TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x6 SPF 165OF 1.5E *Except* 10-11,9-10: 2x8 SPF 1950F 1.7E WEBS 2x4 SPF No.2 *Except* 5-9,3-11,2-12,6-8: 2x4 HF Stud OTHERS 2x4 HF Stud REACTIONS. (Ib/size) 12=4395/0-5-8,8=4395/0-5-8 Max Horz 12=107(LC 10) Max Uplift 12=-1528(LC 6), 8=-1528(LC 7) PLATES GRIP MT20 185/144 Weight: 365 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-837/310, 2-3=-8033/2748, 3-4=-11589/3825, 4-5=-1 1589/3837, 5-6=-8033/2746, 6-7=-837/301 BOT CHORD 1-12=-301/847,11-12=-379/847, 10-11=-2830/8182,9-10=-2716/8182,8-9=-292/847, 7-8=-292/847 WEBS 4-10=-2425/7382, 5-10=-1093/3650, 5-9=-1809/600, 3-10=-1010/3650, 3-11=-1809/631, 2-12=-4136/1469, 6-8=-4136/1467, 2-11=-2258/6698, 6-9=-2252/6698 NOTES - 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 12-2 2x4 - 1 row at 0-4-0 oc, member 8-6 2x4 - 1 row at 0-4-0 OC. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 5) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 6) Unbalanced snow loads have been considered for this design. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 12=1528,8=1528. January 25,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 __ Job Truss Truss Type Qty Ply STARFIRE CONST. 1 849557650 43460 A8M GABLE 1 2 Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:04 2017 Page 2 ID:115gFCEhhaEpen E2EtXmclzDJpv-m14nW WQjAwPvOFiPI U23ngJ04fyAVwTkV L t JZ8zrgg9 NOTES - 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 532 Ib down and 284 Ib up at 7-0-12, 355 Ib down and 122 Ib up at 9-0-12, 708 Ib down and 267 Ib up at 11-0-12, 1241 Ib down and 489 Ib up at 12-2-8, 1241 Ib down and 489 Ib up at 18-11-8, 708 Ib down and 267 Ib up at 20-1-4, and 355 Ib down and 122 Ib up at 22-1-4, and 532 Ib down and 284 Ib up at 24-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-7=-80, 1-11=-20, 10-11=-20, 9-10=-20, 7-9=-20 Concentrated Loads (lb) Vert: 33= -532(F)34= -355(F) 35= -708(F)36= -1241(F) 37= -1241(F)38= -708(F)39= -355(F)40= -532(F) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 849557651 43460 D1M KINGPOST 1 1 360 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.19 Vert(TL) Job Reference o tional Alpine Lumber Co., Commerce City,CO.80022 3x4 = 2x4 11 7 2x4 11 5-6-0 4.50 12 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:04 2017 Page 1 I D:115gFCEhhaEpenE2EtXmclzDJpv-ml4n W WQjAwPvOFiPIU23ngJ_Zf3fV7AkVL 1 JZ8zrgg9 11-0-0 1 5-6-0 3x5 — 10 6 2x4 II 42x4 11 2-0-05-6-0 9-0-0 11-0-0 2-0-0 3-6-0 3-6-0 2-0-0 Plate Offsets (X Y)-- f3:0-2-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) 0.03 6-7 >999 360 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.19 Vert(TL) 0.05 6-7 >999 240 TCDL 10.0 Rep Stress Incr NO WB 0.09 Horz(TL) 0.00 6 n/a n/a Code IRC2012/TP12007 Matrix -R Wind(LL) -0.03 6-7 >999 240 BCDL 10.0 LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 HF Stud REACTIONS. (Ib/size) 7=514/0-3-8, 6=516/0-3-8 Max Horz 7=-40(LC 11) Max Uplift 7=-290(LC 6), 6=-289(LC 7) Max Grav 7=542(LC 14), 6=544(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/214, 3-4=-255/214 WEBS 2-7=-465/224, 4-6=-464/224 Scale = 1:18.6 3x4 — PLATES GRIP MT20 185/144 Weight: 35 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120inph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been Considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=1b) 7=290,6=289. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 Ib down and 280 Ib up at 5-6-0 on top chord, and 109 Ib down and 232 Ib up at 5-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 1-3=-80, 3-5=-80 Concentrated Loads (lb) Vert: 3=-31(F) 8=101(F) January 25,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. 3-6-0 2-0-0 Plate Offsets (X Y)-- 13:0-2-8 Edgel R49557652 43460 D2 COMMON TRUSS 2 1 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d Job Reference (optional) Alpine Lumber Co., Commerce City,CO.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:05 2017 Page 1 I D:115q FCEhhaEpenE2EtXmclzDJpv-Exe9jsRLxDXmOPHbsBZ IJ2rAm2PyEaXtk?ms6azrgg8 5-6-0 11-0-0 5-6-0 5-6-0 4.50 12 2x4 11 3x5 = 42x4 11 Scale = 1:18.6 1 Li O 3x4 = 3x4 = 7 2x4 11 6 2x4 II 2-0-0 5-6-0 9-0-0 11-0-0 2-0-0 3-6-0 3-6-0 2-0-0 Plate Offsets (X Y)-- 13:0-2-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.04 6-7 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.25 Vert(TL) -0.08 6-7 >972 240 TCDL 10.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 * Code IRC2012/TP12007 Matrix -R Wind(LL) -0.02 6-7 >999 240 Weight: 28 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud REACTIONS. (Ib/size) 7=550/0-3-7, 6=550/0-3-7 Max Horz 7=41 (LC 11) Max Uplift 7=-201 (LC 6), 6=-201 (LC 7) Max Grav 7=551 (LC 14), 6=551 (LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-427/227, 4-6=-427/227 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category ll; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 7=201,6=201. January 25,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not% a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heightst HeightsCA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. I/defl Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 849557653 43460 J1 JACK -CLOSED TRUSS 9 1 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.25 Vert(TL) -0.09 Job Reference o tional Alpine Lumber Co., Commerce City,CO.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:05 2017 Page 1 I D:115q FCEhhaEpenE2EtXmclzDJpv-Exe9jsRLxDXmOPHbsBZIJ2r7g2PxEaLtk?ms6azrgg8 i 2-1-12 8-0-0 2-1-12 5-10-4 � IL1 0 2x4 11 6 4 2x4 11 2x4 11 Scale = 1:22.3 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.03 5-6 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.25 Vert(TL) -0.09 5-6 >720 240 TCDL 10.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.07 3 n/a n/a .Bc1. i0.0 inn Code IRC20121TP12007 Matrix -R Wind(LL) 0.05 5-6 >999 240 Weight: 23 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud BOT CHORD REACTIONS. (Ib/size) 3=195/Mechanical, 5=59/Mechanical, 6=542/0-5-8 Max Horz 6=158(LC 10) Max Uplift 3=-120(LC 10), 6=-170(LC 6) Max Grav 3=240(LC 14), 5=106(LC 5), 6=563(LC 14) FORCES. (lb) - Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-6=-488/233 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 3=120,6=170. January 25,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 —Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. in (loc) I/deft L/d R49557654 43460 AA Jack -Open 2 1 -0.01 5-6 >999 360 (Roof Snow=30.0) Job Reference o ticnal Alpine Lumber Co., Commerce City,CO.80022 7-0-0 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:06 2017 Page 1 I D:115q FCEhhaEpenE2EtXmclzDJpv-i7CXxCSziXfdeYsoPv4XsFONBSmbz1 q 1 zfWQe 1 zrgg7 3x4 11 6 2X4 11 4 2X4 11 2-0-0 2 2-1 7-0-0 2-0-0 0-2-1 4-9-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.01 5-6 >999 360 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.16 Vert(TL) -0.03 5-6 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.03 3 n/a n/a BOLL 0.0 Code IRC2012/TP12007 Matrix -R Wind(LL) 0.01 5-6 >999 240 LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 6=502/0-5-8, 3=139/Mechanical, 5=35/Mechanical Max Horz 6=135(LC 10) Max Uplift 6=-170(LC 6), 3=-93(LC 10) Max Grav 6=519(LC 14), 3=170(LC 14), 5=81(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-412/193 Scale = 1:20.0 PLATES GRIP MT20 185/144 Weight: 20 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=1b) 6=170. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. ME January 25,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �ry a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type 5-6-11 3-4-15 Qty Ply STARFIRE CONST. 849557655 43460 J2 JACK -CLOSED TRUSS 8 1 L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Job Reference (optional) Alpine Lumber Co. Commerce City,CO.80022 360 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:06 2017 Page 1 (Roof Snow=30.0) Lumber DOL 1.15 I D:115q FC EhhaEpenE2EtXmclzDJpv-i7CXxCSziXfdeYsoPv4XsF000Smlz1_1 zfWQe t zrgg7 Vert(TL) -0.01 4-5 >999 2-1-12 5-6-115-11-11 TCDL 10.0 * 2-1-12 3-4-15 0-5-0 WB 0.07 Horz(TL) -0.03 3 n/a Scale = 1:17.2 2X4 11 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=lb) 5=163. January 25,2017 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (�,7�1�e�° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �� �v ■� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 2-0-0 2-0-0 2-1- 2 0- - 2 5-6-11 3-4-15 -11-11 0-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) 0.01 4-5 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.15 Vert(TL) -0.01 4-5 >999 240 TCDL 10.0 * Rep Stress Incr YES WB 0.07 Horz(TL) -0.03 3 n/a n/a BCLL 0.0 Code IRC2012ITP12007 Matrix -R Wind(LL) 0.01 4-5 >999 240 Weight: 17 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud REACTIONS. (Ib/size) 3=110/Mechanical, 4=17/Mechanical, 5=464/0-5-8 Max Horz 5=120(LC 10) Max Uplift 3=-78(LC 10), 5=-163(LC 6) Max Grav 3=133(LC 14), 4=53(LC 5), 5=477(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-366/171 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except Qt=lb) 5=163. January 25,2017 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (�,7�1�e�° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �� �v ■� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. floc) I/deft L/d TCLL 30.0 (Roof Snow=3 Plate Grip DOL 849557656 43460 J3 JACK -CLOSED TRUSS 8 1 360 10) TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(TL) Job Reference (optional) Alpine Lumber Co., Commerce City,CO.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:07 2017 Page 1 ID:115q FCEhhaEpenE2EtXmclzDJpv-AKmw8YSbTmUFiR_zcbmOTxags58iVSABJFzATzrgg6 2-1-12 i 3-6-11 3-11-11 2-1-12 1�-15 0-5-0 5 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d TCLL 30.0 (Roof Snow=3 Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.00 4-5 >999 360 10) TCDL 10.0 Lumber DOL 1.15 BC 0.21 Vert(TL) 0.01 4-5 >999 240 BOLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) -0.03 3 n/a n/a ornt ln n Code IRC2012ITP12007 Matrix -R Wind(LL) -0.00 4-5 >999 240 LUMBER - TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 3=-0/Mechanical, 4=-42/Mechanical, 5=433/0-5-8 Max Horz 5=83(LC 10) Max Uplift 3=-31 (LC 10), 4=-42(LC 1), 5=-179(LC 6) Max Grav 3=6(LC 14), 4=28(LC 6), 5=438(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-291/134 Scale = 1:12.8 PLATES GRIP MT20 185/144 Weight: 12 Ib FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4 except (jt=1b) 5=179. January 25,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. -- Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi Tek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �t �r, ! �� n-' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 5 n/r 120 MT20 197/144 (Roof Snow=30.0) R49557657 43460 J4 Jack -Closed 8 1 WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 Code IRC2012ITP12007 Matrix -R Job Reference (optional) Alpine Lumber Co., Commerce City,C0.80022 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:07 2017 Page 1 ID:115q FCEhhaEpenE2EtXmclzDJpv-AKmw8YSbTmUFiR_zcbmOTxc5s81iVMABJFzATzrgg6 1-11-11 � 1-11-11 N 19 O Plate Offsets (X,Y)-- f2:0-2-14,0-0-81 3x4 = i 1-11-11 2x4 11 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. Scale = 1:9.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30:0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 5 n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 5 n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCLL 0.0 Code IRC2012ITP12007 Matrix -R Weight: 5 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BOT CHORD REACTIONS. (Ib/size) 3=126/Mechanical, 4=70/Mechanical Max Horz 3=204(LC 1), 4=-204(LC 1) Max Uplift 3=-72(LC 6), 4=-39(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 1-11-11 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 4. 8) Non Standard bearing condition. Review required. January 25,2017 �i ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i'' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty Ply STARFIRE CONST. 10-0-0 2-0-0 0-5-8 1-3-8 849557658 43460 J5 Half Hip 2 1 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 30.0 Jab Reference o tional Alpine Lumber Co., Commerce City,C0.80022 4-7-8 8.010 s Apr 20 2016 MiTek Industries, Inc. Wed Jan 25 11:08:08 2017 Page 1 I D:115q FCEhha EpenE2EtXmclzDJpv-eW KILuTDE8vKts0AXJ6?xgTfbGPN RryJQz?Xivzrgg5 4-4-8 1-0-0 6x6 = Scale = 1:23.2 2x4 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TOLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 5=102,7=234. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 25,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 4.00 112 2-0-02-5-8 3-9-0 10-0-0 2-0-0 0-5-8 1-3-8 6-3-0 Plate Offsets (X Y)-- [1:0-0-0,0-0-71, [7:0-3-0,0-1 -01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/dell Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.09 5-6 >999 360 MT20 185/144 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.34 Vert(TL) -0.20 5-6 >433 240 TCDL 10.0BCLL Rep Stress Incr YES WB 0.43 Horz(TL) 0.03 5 n/a n/a 0.0 Code IRC2012ITP12007 Matrix -S Wind(LL) -0.04 5-6 >999 240 Weight: 41 Ib FT = 20% BCDL 10.0 LUMBER- BRACING - TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. WEBS 2x4 HF Stud BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 5=329/Mechanical, 7=656/0-5-8 Max Horz 7=195(LC 7) Max Uplift 5=-102(LC 7), 7=-234(LC 6) Max Grav 5=375(LC 23), 7=865(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-343/744, 2-3=-821/341 BOT CHORD 1-7=-579/353, 6-7=-351/748 WEBS 2-7=-1646/598, 3-6=-304/667, 3-5=-399/205 NOTES - 1) Wind: ASCE 7-10; Vult=152mph (3 -second gust) V(IRC2012)=120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TOLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=lb) 5=102,7=234. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. January 25,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Comments: ❑ Window 9: Wood Frame:Double Pane with Low -E, U -factor: 0.160 For windows without labeled U -factors, describe features: #Panes - Frame Type Thermal Break? _ Yes No Comments: ❑ Window 10: Wood Frame:Double Pane with Low -E, U -factor: 0.220 For windows without labeled U -factors, describe features: #Panes _ Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, U -factor: 0.120 Comments: ❑ Door 2: Glass, U -factor: 0.120 Comments: Air Leakage: ❑ Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk, gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ❑ Air barrier and sealing exists on common, walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ❑ Wood -burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1) a post rough -in blower door test result of less than 7 ACH at 33.5 psf OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air -permeable insulation and breaks or joints in the air barrier are filled or repaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above -grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (f) Corners, headers, narrow framing cavities, and rim joists are insulated. (9) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U -factor of 0.50 and the maximum skylight U -factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R -value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R -values and glazing U -factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Project Title: Viator Residence Report date: 01/19/17 Data filename: C:\Users\Brian\Documents\REScheck\6540 w 31st.rck Page 3 of 5 Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. n All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste -heat -recovery systems. Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site -recovered energy or solar energy source. Lighting Requirements: Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compact fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <= 40 (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: ❑ Snow- and ice -melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement V). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R -values; window U -factors; type and efficiency of space -conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Viator Residence Report date: 01/19/17 Data filename: C:\Users\Brian\Documents\REScheck\6540 w 31st.rck Page 4 of 5 Project Title: Viator Residence Report date: 01/19/17 Data filename: C:\Users\Brian\Documents\REScheck\6540 w 31 st.rck Page 5 of 5 C2009 1 -' �(j Efficiency rtif Insulation Rating R -Value Ceiling / Roof 00 Wall 21.00 Floor / Foundation 15.00 Ductwork (unconditioned spaces): Glass & Door Rating U -Factor SHGC Window 0.22 0.18 Door Heating System: Cooling System: Water Heater: Name: Comments: 0.12 0.19 Date: City of 169r w - at j�icd� gc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303,235.2855.f 303.237.8924 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 11/17/16 Project Address: 6544 W. 31st Avenue Name of Firm/Individual submitting documents: TK Morrison Construction, LLC Project Type/Description: New SFR with attached garage Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR _AGENCY USE ONLY am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. F*1�4tl® rpt o Wheat Ridge Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District a Valley Water District a Denver Water o,, Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: .. g_ � � � b.�: [ e. -r gV-J *P `P S t "Bev . A a!r734t*J mA-lA-JL-wc- Signature {,, (Agency Representative) to {Jr r0x G ,»ta< F Date: �' {nr^pWocA FNom8u|uxwoAND lN*scn^mSFmwosDIVISION 303.237,9929 Acopy of this form must be completed by each agency indicated onthe Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented fp, submission without a completed Proof of Submission form from a required agency will not baaccepted orprocessed, Date: 11d7/16 ProjectAddress: 6540 W. 31st Avenue Name ofFirm/individual submitting documents: TKMorrison Construction, LLC ProactType/Dmaodpdon: New SFR with attached Signature of Firm Representative oxIndividual: DONOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY |.L LOL am aduly authorized representative ofthe agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Auencv represented, (Please check one) o Wheat Ridge Fire Protection o Arvada Fire Protection o Wheat Ridge Water District -�* Consolidated Mutual Water District u Valley Water District o Denver Water Agency Notes: 'J o Wheat Ridge Sanitation District u Clear Creek Sanitation District o Fmuitdo|e Sanitation District o VVmatridgaSanitation District o Other Signature:~ Lit Date: rcm: Camarena, Felicia Subject. 6540 W 31st Ave [gate: November 16, 2016 at 4:14 PM West Metro Fire Rescue does not conduct plan review or inspections on residential construction. We have no authority on structures being built or altered under the International Fire Code. Kind regards, Felicia Camarena West Metro Fire Protection District I..ife Safety Division 433 South Allison Parkway Lakewood, CO 80226 Ph: (303) 989-4307 Ext. 543 fcamarena<r?westmetrofire.c» ,g w ww%westmetrofIre.org Project Summary !*HVAC Entire House Authority Air Designs, LLC. 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthorityAircom Web: www.AuthorityAircom For: Brian Morrison, TK Morrison Construction 11100 W. 8 th Ave. Suite 200, Lakewood, CO 80215 Phone: (303) 359-6859 Email: BrianM@BrixtonMail.com Notes: Job: 6540 W. 31st Ave. Date: Nov 18, 2016 By: Joe Colbum Plan: ViatorSquare Design Inf• s Btuh Weather: Denver Stapleton Intl AP, CO, US Btuh Winter Design Conditions Summer Design Conditions Outside db 0 °F Outside db 91 °F Inside db 70 °F Inside db 75 °F Design TD 70 °F Design TD 16 °F Infiltration Daily range H Method Relative humidity 50 % 17900 Moisture difference -34 gr/Ib Heating Summary Structure 29182 Btuh Ducts 0 Btuh Central vent (75 cfm) 4754 Btuh Humidification 5846 Btuh Piping 0 Btuh Equipment load 39782 Btuh Infiltration 15399 Btuh Method Simplified Construction quality 17900 Tight Fireplaces 1000 1 (Tight) Heating Cooling Area (ft2 3428 3428 Volume �ft3) 22543 22543 Air changes/hour 0.13 0.07 Equiv. AVF (cfm) 49 26 Heating Equipment Summary Make Carrier Trade Comfort 92 - Single -Stage Model 59SC2C060S 17-16 AHRI ref 5028450 (0.792 Derate) Efficiency 92.1 AFUE Heating input 60000 Btuh Heating output 44352 Btuh Temperature rise 49 °F Actual air flow 1000 cfm Air flow factor 0.034 cfm/Btuh Static pressure 1.00 in H2O Space thermostat Sensible Cooling Equipment Load Sizing Structure 15001 Btuh Ducts 0 Btuh Central vent (75 cfm) 1073 Btuh Blower 0 Btuh Use manufacturer's data n Btuh Rate/swing multiplier 0.96 ton Equipment sensible load 15399 Btuh Latent Cooling Equipment Load Sizing Structure 299 Btuh Ducts 0 Btuh Central vent (75 cfm) -1429 Btuh Equipment latent load 0 Btuh Equipment total load 15399 Btuh Req. total capacity at 0.85 SHR 1.5 ton Cooling Equipment Summary Make Carrier Trade Comfort 13 Seer - Single -Stage Cond 24ABB324A32 Coil CNPVP3017AL AHRI ref 3570167 Efficiency 11.0 EER, 13 SEER Sensible cooling 15215 Btuh Latent cooling 2685 Btuh Total cooling 17900 Btuh Actual air flow 1000 cfm Air flow factor 0.067 cfm/Btuh Static pressure 1.00 in H2O Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016 -Nov -19 12:41:28 - WrightSOft` Right -Suite® Universal 2017 17.0.10 RSU18198 Page 1 %ICON ...40 W 31st Ave\TK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N AED Assessment DESIGNS Entire HouseaQACz Authority Air Designs, LLC. 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthorityAir.com Web: www.AuthorityAircom For: Brian Morrison, TK Morrison Construction 11100 W. 8 th Ave. Suite 200, Lakewood, CO 80215 Phone: (303) 359-6859 Email: BrianM@BrixtonMail.com Location: Denver Stapleton Intl AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 0 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Job: 6540 W. 31st Ave. Date: Nov 18, 2016 By: Joe Colburn Plan: Viator Square Test for Adequate Exposure Diversity Hourly Glazing Load �ra� A. �o Maximum hourly glazing load exceeds average by 21.4%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh 2016 -Nov -19 12:41:28 IT'WCIghItSOft' Right -Suite® Universal 2017 17.0.10 RSU18198 Page 1 .CIS ...40 W 31st AveJK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N Indoor: Heating Cooling Indoor temperature (°F) 70 75 Design TD (°F) 70 16 Relative humidity (%) 50 50 Cooling Moisture difference (gr/Ib) 61.4 -34.0 91 Infiltration: 27 ( H ) 60 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load �ra� A. �o Maximum hourly glazing load exceeds average by 21.4%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh 2016 -Nov -19 12:41:28 IT'WCIghItSOft' Right -Suite® Universal 2017 17.0.10 RSU18198 Page 1 .CIS ...40 W 31st AveJK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N Building Analysis nzr�oxrFY Entire House DESIGNS HVAC > Authority Air Designs, LLC. 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthorityAir.com Web: www.AuthorityAir.com For: Brian Morrison, TK Morrison Construction 11100 W. 8 th Ave. Suite 200, Lakewood, CO 80215 Phone: (303) 359-6859 Email: BrianM@BrixtonMail.com Location: Denver Stapleton Intl AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 0 Dally range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Job: 6540 W. 31st Ave. Date: Nov 18, 2016 By: Joe Colburn Plan: Viator Square Component Indoor: Heating Cooling Walls Indoor temperature (°F) 70 75 Glazing Design TD (°F) 70 16 Doors Relative humidity (%) 50 50 Cooling Moisture difference (gr/Ib) 61.4 -34.0 91 Infiltration: 2455 6.2 27 ( H ) Method Simplified 7.8 60 Construction quality Tiht 0 7.5 Fireplaces 1 ?Tight) 0 Component Btuh/ft' Btuh % of load Walls 4.1 13875 34.9 Glazing 22.4 7541 19.0 Doors 14.0 563 1.4 Ceilings 1.4 1652 4.2 Floors 2.1 2455 6.2 Infiltration 1.2 3096 7.8 Ducts 0 0 Piping 0 0 Humidification 5846 14.7 Ventilation 4754 12.0 Adjustments 0 Total 39782 100.0 Component Btuh/ft' Btuh % of load Walls 0.8 2762 17.2 Glazing 23.6 7940 49.4 Doors 4.7 190 1.2 Ceilings 1.0 1112 6.9 Floors 0 0 0 Infiltration 0.1 376 2.3 Ducts 0 0 Ventilation 1073 6.7 Internal gains 2620 16.3 Blower 0 0 Adjustments 0 Total 16074 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.061 Btuh/ftZ-°F Data entries checked. wri htsoft' 2016 -Nov -19 12:age 1 9 RightSuite® Universal 2017 17.0.10 RSU18198 Page 1 ACCK ...40 W 31st Ave\TK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthorityAir.com Web: www.AuthorityAir.com For: Brian Morrison, TK Morrison Construction 11100 W. 8 th Ave. Suite 200, Lakewood, CO 80215 Phone: (303) 359-6859 Email: BrianM@BrixtonMail.com Location: Denver Stapleton Intl AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 0 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Construction descriptions Component Constructions p Job: 6540W.31stAve. Htg HTM Indoor temperature (°F) Date: Nov 18, 2016 OHVAIC Entire House By: Joe Colbum S Authority Air Designs, LLC. Plan: Viator Square 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthorityAir.com Web: www.AuthorityAir.com For: Brian Morrison, TK Morrison Construction 11100 W. 8 th Ave. Suite 200, Lakewood, CO 80215 Phone: (303) 359-6859 Email: BrianM@BrixtonMail.com Location: Denver Stapleton Intl AP, CO, US Elevation: 5285 ft Latitude: 40°N Outdoor: Heating Dry bulb (°F) 0 Daily range (°F) - Wet bulb (°F) - Wind speed (mph) 15.0 Construction descriptions Walls STD - Basement Wall - R-19 - Framed: 8" Below Grade Concrete Wall, 2"x6" Walls,R-19 Cavity Insulation,1/2" Gypsum Board Finish STD - Frame - R -20S: Stucco 6d, 1/2" Wood Shth, 2"x 6" Frm Wall R-20 Cavity Insulation, 1/2" Gypsum Board Partitions (none) Windows U-32 SHGC-31: U-32 SHGC-31 - Windows; NFRC rated (SHGC=0.31); 7 ft head ht U-32 SHGC-31: U-32 SHGC-31 - Windows; NFRC rated (SHGC=0.31); 9 ft head ht U-32 SHGC-31: U-32 SHGC-31 - Windows; NFRC rated (SHGC=0.31); 8 ft head ht U-32 SHGC-31 SLG: U-32 SHGC-31 - SLG Door; NFRC rated (SHGC=0.31); 9 ft head ht Or Indoor: Heating Cooling Htg HTM Indoor temperature (°F) 70 75 0.320 Design TD (°F) 70 16 BtuhHt' Relative humidity (%) 50 50 Cooling Moisture difference (gr/Ib) 61.4 -34.0 91 Infiltration: 0.14 33 27 ( H ) Method Simplified 19.0 60 Construction quality Tight 17 7.5 Fireplaces 1 (Tight) 19.0 Walls STD - Basement Wall - R-19 - Framed: 8" Below Grade Concrete Wall, 2"x6" Walls,R-19 Cavity Insulation,1/2" Gypsum Board Finish STD - Frame - R -20S: Stucco 6d, 1/2" Wood Shth, 2"x 6" Frm Wall R-20 Cavity Insulation, 1/2" Gypsum Board Partitions (none) Windows U-32 SHGC-31: U-32 SHGC-31 - Windows; NFRC rated (SHGC=0.31); 7 ft head ht U-32 SHGC-31: U-32 SHGC-31 - Windows; NFRC rated (SHGC=0.31); 9 ft head ht U-32 SHGC-31: U-32 SHGC-31 - Windows; NFRC rated (SHGC=0.31); 8 ft head ht U-32 SHGC-31 SLG: U-32 SHGC-31 - SLG Door; NFRC rated (SHGC=0.31); 9 ft head ht Or Area Ll -value Insul R Htg HTM Loss Clg HTM Gain 0.320 ft2 Btuhtft'-'F ft'-°F/Btuh BtuhHt' Stuh MOM Btuh n 244 0.045 19.0 3.32 812 0.14 33 e 347 0.045 19.0 3.21 1113 0.05 17 s 244 0.045 19.0 3.32 812 0.14 33 W 343 0.045 19.0 3.19 1094 0.03 10 all 1178 0.045 19.0 3.25 3830 0.08 93 n 437 0.064 20.0 4.48 1959 1.19 520 e 706 0.064 20.0 4.48 3160 1.19 840 S 396 0.064 20.0 4.48 1775 1.19 472 W 704 0.064 20.0 4.48 3151 1.19 837 all 2243 0.064 20.0 4.48 10045 1.19 2669 n 42 0.320 0 22.4 935 11.1 462 e 29 0.320 0 22.4 638 34.3 978 S 23 0.320 0 22.4 504 17.7 398 W 23 0.320 0 22.4 517 34.3 793 all 116 0.320 0 22.4 2595 22.7 2631 n 48 0.320 0 22.4 1075 11.1 531 e 24 0.320 0 22.4 538 34.3 824 S 9 0.320 0 22.4 202 17.7 159 W 32 0.320 0 22.4 706 34.3 1081 all 113 0.320 0 22.4 2520 23.1 2595 e 32 0.320 0 22.4 717 34.3 1098 W 16 0.320 0 22.4 358 34.3 549 all 48 0.320 0 22.4 1075 34.3 1647 S 60 0.320 0 22.4 1351 17.7 1068 2016 -Nov -19 12:41:29 ".;- Wright:soft' Right -Suite® Universal 2017 17.0.10 RSU18198 Page 1 ACCK ...40 W 31st Ave\TK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N Doors Exterior Door: Exterior Wood Door Ceilings STD -Attic CLG - R-49: Attic Cei ling, Asphalt Shingles, R-49 Ceiling Insulation, 1/2" Gypsum Board Floors STD - Basement Floor: 4" Concrete Below Grade Basement Floor n 20 0.200 5.0 14.0 281 4.72 95 w 20 0.200 5.0 14.0 281 4.72 95 all 40 0.200 5.0 14.0 563 4.72 190 1143 0.021 49.0 1.45 1652 0.97 1112 1143 0.031 0 2.15 2455 0 0 2016 -Nov -19 12:41:29 WrightsoftRight-Suite(E) Universal 2017 17.0.10 RSU18198 Page 2 �� ...40 W 31st Ave\TK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N Right -J® Worksheet "�°g"P'4e' Entire House Cawood HVAC Authority Air Designs, LLC. 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@luthorityAircom Web: www.AuthorityAir.com Job: 6540 W. 31st Ave. Date: Nov 18, 2016 By: Joe Colbum Plan: Viator Square 1 Room name Entire House Dn Mech 2 Exposed wall 415.5 ft 25.7 ft 3 Room height 9.2 ft d 9.0 ft heat/cod 4 Room dimensions 11.5 x 14.2 ft 5 Room area 3427.9 ft' 163.2 ft' Ty Construction number U -value (Btuh/ft'2F) Or HTM (Bt Area (ft') or perimeter (ft) Load (Bt h) Area (ft') or perimeter (ft) Load (Bt h) Heat Cad Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W STD - Basement Wall 0.066 n 3.32 0.14 244 244 812 33 0 0 0 0 yyll STD -Frame - R -20S 0.064 n 4.48 1.19 547 437 1959 520 0 0 0 0 F --G U32 SHGC-31 0.320 n 2240 11.06 42 0 935 462 0 0 0 0 �L-_-Gp U32 SHGC31 0.320 n 22.40 11.06 48 0 1075 531 0 0 0 0 11 Exterior Door 0.200 n 14.00 4.72 20 20 281 95 0 0 0 0 V� STD- Basement Wall 0.066 a 3.21 0.05 379 347 1113 17 128 128 424 17 I ---G U-32 SHGC-31 0.320 a 22.40 34.32 32 0 717 1098 0 0 0 0 STD - Frame - R -20S 0.064 a 4.48 1.19 758 706 3160 840 0 0 0 0 U-32 SHGC31 0.320 a 22.40 34.32 29 0 638 978 0 0 0 0 ���-���------GGGGGG U-32 SHGC31 0.320 a 22.40 34.32 24 0 538 824 0 0 0 0 W STD - Basement Wall 0.066 s 3.32 0.14 244 244 812 33 104 104 344 14 STD - Frame - R -20S 0.064 s 4.48 1.19 488 396 1775 472 0 0 0 0 --G U32 SHGC-31 0.320 s 22.40 17.71 23 0 504 398 0 0 0 0 T U32 SHGC31 0.320 s 22.40 17.71 9 0 202 159 0 0 0 0 U-32 SHGC-31 SLG 0.320 s 22.40 17.71 60 0 1351 1068 0 0 0 0 IL STD - Basement Wall 0.066 w 3.19 0.03 379 343 1094 10 0 0 0 0 �--G U32 SHGC31 0.320 w 22.40 34.32 16 0 358 549 0 0 0 0 �--D Exterior Door 0.200 w 14.00 4.72 20 20 281 95 0 0 0 0 STD - Frame - R -20S 0.064 w 4.48 1.19 758 704 3151 837 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 23 0 517 793 0 0 0 0 U-32 SHGC31 0.320 w 22.40 34.32 32 0 706 1081 0 0 0 0 C STD - Attic CLG - R- 0.021 1.45 0.97 1143 1143 1652 1112 0 0 0 0 F STD - Basement Floor 0.031 2.15 0.00 1143 1143 2455 0 163 163 351 0 6 c) AED excursion 0 4 Envelope loss/gain 26086 12005 1119 28 12 a) Infiltration 3096 376 30 4 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 17001 0 Subtotal (lines 6 to 13) 29182 15001 1149 31 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 29182 15001 1149 31 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 29182 15001 114931 Air required (cfm) 1000 1000 39 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 44AACCP- wrightsOftRight-Suite® Universal 2017 17.0.10 RSU18198 2016 -Nov -19 12:41:29 9 ...40 W 31st AvetTK Morrison -6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N 9 Right -J® Worksheet � ESIGNS0RrnrY Entire House oesraNa HVAC Authority Air Designs, LLC. 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthorityAiccom Web: www.AuthorityAircom Job: 6540 W. 31st Ave. Date: Nov 18, 2016 By: Joe Colburn Plan: Viator Square 1 Room name Dn Bedroom Dn Bath 2 Exposed wall 29.8 It 5.6 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 205.1 ft 12.1 x 5.6 ft 5 Room area 205.1 ft2 68.2 ft2 Ty Construction U -value Or HTM Area (ft2) Load Area (ft') Load number (Btuh/ft'�°F) (Btu ft') or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W STD - Basement Wall 0.066 n 3.32 0.14 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 n 4.48 1.19 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 n 22.40 11.06 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 n 22.40 11.06 0 0 0 0 0 0 0 0 11 Exterior Door 0.200 n 14.00 4.72 0 0 0 0 0 0 0 0 y/ STD- Basement Wall 0.066 e 3.21 0.05 0 0 0 0 0 0 0 0 �--G U-32 SHGC31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 y/ STD - Frame - R -20S 0.064 e 4.48 1.19 0 0 0 0 0 0 0 0 U-32 SHGC31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 W STD - Basement Wall 0.066 s 3.32 0.14 141 141 467 19 0 0 0 0 STD - Frame - R -20S 0.064 s 4.48 1.19 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 1-=G U-32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 U-32 SHGC-31 SLG 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 STD - Basement Wall 0.066 w 3.19 0.03 128 112 351 0 51 51 168 7 ti U-32 SHGC-31 0.320 w 22.40 34.32 16 0 358 549 0 0 0 0 Exterior Door 0.200 w 14.00 4.72 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 w 4.48 1.19 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 C STD - Attic CLG - R- 0.021 1.45 0.97 0 0 0 0 0 0 0 0 F STD - Basement Floor 0.031 2.15 0.00 205 205 441 0 68 68 147 0 6 c) AED excursion 195 -1 Envelope loss/gain 1617 763 315 6 12 a) Infiltration 34 4 6 1 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1651 767 321 7 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1651 767 321 7 15 Duct loads 1 -01% 0% 0 0 -0% 0% 0 0 Total room load 1651 767 321 7 Air required (cfm) 57 51 11 0 Calculations aoaroved by ACCA to meet all requirements of Manual J 8th Ed wri htsoft 2016 -Nov -1912:41:29 9 RightSuite® Universal 2017 17.0.10 RSU18198 Page 2 ''' ...40 W 31st Ave1TK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N Right -J® Worksheet Entire House HVAC Authority Air Designs, LLC. 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthodtyAircom Web: www.AuthorityAircom Job: 6540 W. 31st Ave. Date: Nov 18, 2016 By: Joe Colbum Plan: Viator Square 1 Room name On Living Kitchen 2 Exposed wall 77.4 ft 31.5 ft 3 Room height 9.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 706.2 ft 11.5 x 20.0 ft 5 Room area 706.2 ft2 230.0 f12 Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/W °F) (Btuhfft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W STD - Basement Wall 0.066 n 3.32 0.14 244 244 812 33 0 0 0 0 STD - Frame - R -20S 0.064 n 4.48 1.19 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 n 22.40 11.06 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 n 22.40 11.06 0 0 0 0 0 0 0 0 11 Extenor Door 0.200 n 14.00 4.72 0 0 0 0 0 0 0 0 y/ STD - Basement Wall 0.066 a 3.21 0.05 251 219 688 0 0 0 0 0 T -G U-32 SHGC-31 0.320 e 22.40 34.32 32 0 717 1098 0 0 0 0 Vr! !STD - Frame - R -20S 0.064 e 4.48 1.19 0 0 0 0 200 200 896 238 -G U-32 S HG C-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 t U32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 W STD - Basement Wall 0.066 s 3.32 0.14 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 s 4.48 1.19 0 0 0 0 115 106 475 126 U-32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 9 0 202 159 U-32 SHGC-31 SLG 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 STD - Basement Wall 0.066 w 3.19 0.03 201 181 575 3 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 Exterior Door 0.200 w 14.00 4.72 20 20 281 95 0 0 0 0 - Frame - R -20S 0.064 w 4.48 1.19 0 0 0 0 0 0 0 0 IjSTD U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 C STD - Attic CLG - R- 0.021 1.45 0.97 0 0 0 0 0 0 0 0 F STD - Basement Floor 0.031 2.15 0.00 706 706 1517 0 0 0 0 0 6 c) AED excursion 12 -150 Envelope loss/gain 4590 1241 1572 373 12 a) Infiltration 89 11 362 44 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 1200 Subtotal (lines 6 to 13) 4679 1251 1934 1618 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 4679 1251 1934 1618 15 Duct loads -01/6 0% 0 0 -0% 0% 0 0 Total room load 4679 1251 1934 1618 Air required (cfm) 160 83 66 108 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsQft Right -Suite® Universal 2017 17.0.10 RSU18198 2016 -Nov -19 12:41:29 ._. `.`;. Page 3 ...40 W 31st Ave1TK Morrison - 6540 W 31st Ave.rup Calc = MJS Front Door faces: N Right -J® Worksheet DESIGNS KINS Entire House ,F.,�' VA Authority Air Designs, LLC. 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthorityAir.com Web: www.AuthorityAir.com Job: 6540 W. 31st Ave. Date: Nov 18, 2016 11. Joe Colbum Pfan: Viator Square 1 Room name Family Dining 2 Exposed wall 43.0 ft 38.1 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 454.0 ft 1.0 x 308.9 ft 5 Room area ft 454.0 ' 308.9 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft' °F) (Btuhft') or perimeter (ft) (Bt h) or perimeter (ft) (Bt h) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W STD - Basement Wall 0.066 n 3.32 0.14 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 n 4.48 1.19 0 0 0 0 159 115 516 137 U-32 SHGC-31 0.320 n 22.40 11.06 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 n 22.40 11.06 0 0 0 0 24 0 538 265 11 Exterior Door 0.200 n 14.00 4.72 0 0 0 0 20 20 281 95 V1f STD - Basement Wall 0.066 a 3.21 0.05 0 0 0 0 0 0 0 0 C, U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 e 4.48 1.19 0 0 0 0 221 197 883 235 U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 24 0 538 824 W STD - Basement Wall 0.066 s 3.32 0.14 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 s 4.48 1.19 156 96 430 114 0 0 0 0 U-32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 U-32 SHGC-31 SLG 0.320 s 22.40 17.71 60 0 1351 1068 0 0 0 0 STD - Basement Wall 0.066 w 3.19 0.03 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 Exterior Door 0.200 w 14.00 4.72 0 0 0 0 0 0 0 0 V�! STD - Frame - R -20S 0.064 w 4.48 1.19 274 266 1192 317 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 8 0 168 257 0 0 0 0 C STD - Attic CLG - R- 0.021 1.45 0.97 0 0 0 0 0 0 0 0 F STD - Basement Floor 0.031 2.15 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 35 -174 Envelope loss/gain 3141 1791 2756 1382 12 a) Infiltration 495 60 438 53 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 1 0 0 Subtotal (lines 6 to 13) 3635 1851 3194 1435 Less extemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3635 1851 3194 1435 15 Duct loads 1 -0% 0% 0 0 -0% 01/ 0 0 Total room load 3635 1851 3194 1435 Air required (cfm) 125 123 109 96 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsaft Ri ht -Suite® Universal 2017 17.0.10 RSU18198 2016 -Nov -19 12:41:29 9 Page 4 '` '' ...40 W 31st Ave\TK Morrison - 6540 W 31st Ave.rup Calc = MJS Front Door faces: N Right -J® Worksheet "ffffl `&" Entire House HVAC Authority Air Designs, LLC. 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthorityAir.com Web: www.AuthorityAir.com Job: 6540 W. 31st Ave. Date: Nov 18, 2016 Byy: Joe Colbum Pfan: Viator Square 1 Room name Office Bath 2 Exposed wall 25.9 ft 19.3 ft 3 Room height 10.0 ft heat/cool 8.0 ft heaUcool 4 5 Room dimensions Room area 1.0 x 149.7 ft 149.7 ft' 13.0 x 6.3 ft 82.1 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft' °F) (Btuh/ft') or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W STD - Basement Wall 0.066 n 3.32 0.14 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 n 4.48 1.19 112 88 393 105 0 0 0 0 U-32 SHGC-31 0.320 n 22.40 11.06 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 n 22.40 11.06 24 0 538 265 0 0 0 0 11 Exterior Door 0.200 n 14.00 4.72 0 0 0 0 0 0 0 0 Vf/ STD - Basement Wall 0.066 a 3.21 0.05 0 0 0 0 0 0 0 0 G U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 a 4.48 1.19 0 0 0 0 51 51 226 60 U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 W STD - Basement Wall 0.066 s 3.32 0.14 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 s 4.48 1.19 0 0 0 0 104 97 432 115 U-32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 8 0 168 133 U-32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 U-32 SHGC-31 SLG 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 y! STD - Basement Wall 0.066 w 3.19 0.03 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 L�_(p Exterior Door 0.200 w 14.00 472 0 0 0 0 0 0 0 0 Vt/ STD - Frame - R -20S 0.064 w 4.48 1.19 148 124 553 147 0 0 0 0 U32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 24 0 538 824 0 0 0 0 C STD - Attic CLG - R- 0.021 1.45 0.97 0 0 0 0 82 82 119 80 F STD - Basement Floor 0.031 2.15 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 194 -10 Envelope loss/gain 2022 1534 945 377 12 a) Infiltration 298 36 178 22 b) Room ventilation 10 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2320 1571 1123 399 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2320 1571 1123 399 15 Duct loads -01% 0% 0 0 -0% 0% 0 0 Total room load 2320 1571 1123 399 Air required (cfm) 80 105 38 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSoft Right -Suite® Universal 2017 17.0.10 RSU18198 2016 -Nov -19 12:41:29 40 W 31st AveJK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N Page 5 Right -J® Worksheet Entire House DE9/1pG(N8 Authority Air Designs, LLC. 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthorityAir.com Web: www.AuthorityAir.com Job: 6540 W. 31st Ave. Date: Nov 18, 2016 B Joe Coibum Plan: Viator Square 1 Room name Bedroom 2 Bedroom 1 2 Exposed wall 16.5 ft 25.6 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.4 ft 1.0 x 181.6 ft 5 Room area 195.4 ft' 181.6 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft' °F) (Bt uh ftp or perimeter (ft) (Bt h) or perimeter(ft) ft (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W STD - Basement Wall 0.066 n 3.32 0.14 0 0 0 0 0 0 0 0 - Frame - R -20S 0.064 n 4.48 1.19 0 0 0 0 0 0 0 0 TESTD U-32 SHGC-31 0.320 n 22.40 11.06 0 0 0 0 0 0 0 0 �Exterior U-32 SHGC-31 0.320 n 22.40 11.06 0 0 0 0 0 0 0 0 11 Door 0.200 n 14.00 4.72 0 0 0 0 0 0 0 0 Vi/ STD - Basement Wall 0.066 e 3.21 0.05 0 0 0 0 0 0 0 0 t -G U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 e 4.48 1.19 132 117 524 139 0 0 0 0 U-32 SHGC-31 0.320 e 22.40 34.32 15 0 336 515 0 0 0 0 U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 W STD - Basement Wall 0.066 s 3.32 0.14 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 s 4.48 1.19 0 0 0 0 113 98 439 117 [-=G U-32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 15 0 336 266 U-32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 U-32 SHGC-31 SLG 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 STD - Basement Wall 0.066 w 3.19 0.03 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 L_Cp Exterior Door 0.200 w 14.00 4.72 0 0 0 0 0 0 0 0 V+! STD- Frame - R -20S 0.064 w 4.48 1.19 0 0 0 0 92 92 412 109 �L�G U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 C STD - Attic CLG - R- 0.021 1.45 0.97 195 195 283 190 182 182 263 177 F STD - Basement Floor 0.031 2.15 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -50 -32 Envelope loss/gain 1142 794 1449 636 12 a) Infiltration 152 18 236 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 1294 1043 1685 895 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1294 1043 1685 895 15 Duct loads -0%0% 0 0 _0% 0% 0 0 Total room load 1294 1043 1685 895 Air required (cfm) 44 70 58 60 Calculations_ approved by ACCA to meet all requirements of Manual J 8th Ed �+ wrightsOft 2016 -Nov -19 12:41:29 Right -Suite® Universal 2017 17.0.10 RSU18198 Page 6 ...40 W 31st Ave1TK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N Right -J® Worksheet Entire House HVAC Authority Air Designs, LLC. 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthorityAircom Web: www.AuthorityAir.com Job: 6540 W. 31st Ave. Date: Nov 18, 2016 By: Joe Colburn Plan: Viator Square 1 Room name M WC M Bedroom 2 Exposed wall 10.1 ft 14.8 ft 3 Room height 8.0 ft heat/cool 12.0 ft heat/cool 4 5 Room dimensions Room area 6.3 x 3.8 it 24.1 ft' 1.0 x 208.2 ft 208.2 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft' °F) (Btu h ft') or perimeter (ft) (Bt h) or perimeter (ft) (Bt h) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W STD - Basement Wall 0.066 n 3.32 0.14 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 n 4.48 1.19 51 51 226 60 177 135 606 161 U-32 SHGC31 0.320 n 22.40 11.06 0 0 0 0 42 0 935 462 h U-32 SHGC-31 0.320 n 22.40 11.06 0 0 0 0 0 0 0 0 11 Exterior Door 0.200 n 14.00 4.72 0 0 0 0 0 0 0 0 VII STD - Basement Wall 0.066 a 3.21 0.05 0 0 0 0 0 0 0 0 �-G U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 e 4.48 1.19 31 25 112 30 0 0 0 0 U-32 SHGC31 0.320 e 22.40 34.32 5 0 121 185 0 0 0 0 U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 W STD - Basement Wall 0.066 s 3.32 0.14 0 0 0 0 0 0 0 0 STD -Frame - R -20S 0.064 s 4.48 1.19 0 0 0 0 0 0 0 0 U-32 SHGC31 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 U-32 SHGC-31 SLG 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 Vj! STD - Basement Wall 0.066 w 3.19 0.03 0 0 0 0 0 0 0 0 �L-_Cp U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 Exterior Door 0.200 w 14.00 4.72 0 0 0 0 0 0 0 0 Vfl STD - Frame - R -20S 0.064 w 4.48 1.19 0 0 0 0 0 0 0 0 U-32 SHGC31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 L_rG U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 C STD - Attic CLG - R- 0.021 1.45 0.97 24 24 35 23 208 208 301 203 F STD - Basement Floor 0.031 2.15 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -9 -141 Envelope loss/gain 494 290 1842 684 12 a) Infiltration 93 11 204 25 b) Room ventilation 10 0 10 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliances/other 01 0 Subtotal (lines 6 to 13) 588 301 2046 1169 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 588 301 2046 1169 15 Duct loads -01/6 0,/.l 0 0 -0% 0%1 0 0 Total room load 5881 3011 2046 1169 Air required (cfm) 201 201 70 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2016 -Nov -19 12:41:29 Right -Suite® Universal 2017 17.0.10 RSU18198 Page 8 ...40 W 31st AvetTK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N n y=, Right -J® Worksheet ' UTA°R"' _' Entire House DRAU NU>sECb = �-;y> Authority Air Designs, LLC. 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthorityAircom Web: www.AuthorityAir.com Job: 6540 W. 31st Ave. Date: Nov 18, 2016 By: Joe Colburn Plan: Viator Square 1 Room name M WIC Up Hall 2 Exposed wall 20.8 ft 7.6 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 5 Room dimensions Room area 6.1 x 14.8 ft 89.4 ft' 1.0 x 149.1 ft 149.1 ft' Ty Construction U -value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'°F) (Btuhfv) or perimeter (ft) (Bt h) or perimeter (ft) (Bt h) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cool 6 W STD - Basement Wall 0.066 n 3.32 0.14 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 n 4.48 1.19 49 49 217 58 0 0 0 0 U-32 SHGC-31 0.320 n 22.40 11.06 0 0 0 0 0 0 0 0 U32 SHGC31 0.320 n 22.40 11.06 0 0 0 0 0 0 0 0 11 Exterior Door 0.200 n 14.00 4.72 0 0 0 0 0 0 0 0 Vj! STD - Basement Wall 0.066 a 3.21 0.05 0 0 0 0 0 0 0 0 G U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 e 4.48 1.19 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 e 22.40 34.32 0 0 0 0 0 0 0 0 W STD - Basement Wall 0.066 s 3.32 0.14 0 0 0 0 0 0 0 0 STD - Frame - R -20S 0.064 s 4.48 1.19 0 0 0 0 0 0 0 0 U32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 U-32 SHGC-31 SLG 0.320 s 22.40 17.71 0 0 0 0 0 0 0 0 STD - Basement Wall 0.066 w 3.19 0.03 0 0 0 0 0 0 0 0 U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 Exterior Door 0.200 w 14.00 4.72 0 0 0 0 0 0 0 0 y! STD - Frame - R -20S 0.064 w 4.48 1.19 118 118 528 140 61 46 204 54 U-32 SHGC-31 0.320 w 22.40 34.32 0 0 0 0 15 0 336 515 U32 SHGC31 0.320 w 22.40 34.32 0 0 0 0 0 0 0 0 C STD - Attic CLG - R- 0.021 1.45 0.97 89 89 129 87 149 149 216 145 F STD - Basement Floor 0.031 2.15 0.00 0 0 0 0 0 0 0 0 6 C) AED excursion -33 163 Envelope loss/gain 875 252 755 877 12 a) Infiltration 192 23 70 8 b) Room ventilation 10 0 10 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1066 2751 825 885 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1066 275 825 885 15 Duct loads -0% 01/6 0 0 -0% 0% 0 0 Total room load 1066 275 825 885 Air required (cfm) 37 18 28 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 444- wrightsoft 2016 -Nov -1912:41:29 Right -Suite® Universal 2017 17.0.10 RSU18198 Page 9 ...40 W 31st Ave\TK Morrison -6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N Load Short Form Area (ft2) Job: 6540 W. 31st Ave. Clg load (Btuh) Htg AVF (cfm) Date: Nov 18, 2016 A177HoxrrYAne Entire House 163 By: Joe Colbum DESIGNS HVAC Authority Air Designs, LLC. 39 Plan: Viator Square 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@,AuthorityAir.com Web: www.AuthorityAir.com 205 1651 767 Project Information 51 Dn Bath For: Brian Morrison, TK Morrison Construction 321 11100 W. 8 th Ave. Suite 200, Lakewood, CO 80215 11 Phone: (303) 359-6859 Dn Living 706 Email: BrianM@BrixtonMail.com 1251 Design Information 83 Kitchen Htg Clg Infiltration Outside db (°F) 0 91 Method Simplified Inside db (°F) 70 75 Construction quality Tight Design TD (°F) 70 16 Fireplaces 1 (Tight) Daily range - H 309 3194 Inside humidity (%) 50 50 109 96 Moisture difference (gr/Ib) 61 -34 150 2320 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier 82 Trade Comfort 92 - Single -Stage Trade Comfort 13 Seer - Single -Stage Model 59SC2C060S17-16 Cond 24ABB324A32 195 AHRI ref 5028450 (0.792 Derate) Coil CNPVP3017AL 44 70 AHRI ref 3570167 182 Efficiency 92.1 AFUE Efficiency 11.0 EER, 13 SEER Heating input 60000 Btuh Sensible cooling 15215 Btuh Heating output 44352 Btuh Latent cooling 2685 Btuh Temperature rise 49 °F Total cooling 17900 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.034 cfm/Btuh Air flow factor 0.067 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Dn Mech 163 1149 31 39 2 Dn Bedroom 205 1651 767 57 51 Dn Bath 68 321 7 11 0 Dn Living 706 4679 1251 160 83 Kitchen 230 1934 1618 66 108 Family 454 3635 1851 125 123 Dining 309 3194 1435 109 96 Office 150 2320 1571 80 105 Bath 82 1123 399 38 27 Bedroom 2 195 1294 1043 44 70 Bedroom 1 182 1685 895 58 60 Laundry 84 640 967 22 64 M Bath 129 1030 535 35 36 KA 1AH' '7A Goo Ono ')n nn Vw VV 1 GV LV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016 -Nov -19 12:41:30 Wright:softRight-Suite® Universal 2017 17.0.10 RSU18198 Page 1 ACCK ...40 W 31st Ave\TK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N B M edroom 208 2046 1169 70 fo M WIC 89 1066 275 37 18 Up Hall 149 825 885 28 59 Entire House d 3428 29182 15001 1000 1000 Other equip loads 10600 1073 Equip. @ 0.96 RSM 15399 Latent cooling 0 T(1TA I C 1 gQnn 4 nnn -1 nnn �vIr�LV JTLV VJI VL IJJ✓J IVVV IVVV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2016 -Nov -19 12:41:30 wrightsoft Right -Suite® Universal 2017 17.0.10 RSU18198 Page 2 ACCO+ ...40 W 31st Ave1TK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N Supply Branch Detail Table Name Duct System Summary Htg (cfm) Job: 6540 W. 31st Ave. Diam (in) H x W (in) Duct Matl Date: Nov 18, 2016 VTMHOR T Entire House h 1123 By: Joe Colbum DESIGNS HVAC Authority Air Designs, LLC. Oxo Plan: Viator Square 6608 W. 95th Place, Westminster, CO 80021-6422 Phone: (720) 354-8105 Email: Joe@AuthorityAir.com Web: www.AuthorityA!r.com st1 Bedroom 1 c 895 58 60 0.078 Project• • Oxo ShMt 39.5 For: Brian Morrison, TK Morrison Construction Bedroom 2 C 1043 44 70 11100 W. 8 th Ave. Suite 200, Lakewood, CO 80215 6.0 Ox 0 ShMt 27.4 Phone: (303) 359-6859 st2 Dining h 3194 109 Email: BrianM@BrixtonMail.com 0.096 7.0 Ox 0 ShMt Heating Cooling st2A External static pressure 1.00 in H2O 1.00 in H2O 0.116 Pressure losses 0.41 in H2O 0.41 in H2O 230.0 Available static pressure 0.59 in H2O 0.59 in H2O 51 Supply / return available pressure 0.292 / 0.298 in H2O 0.292 / 0.298 in H2O ShMt Lowest friction rate 0.068 in/100ft 0.068 in/100ft h 2340 Actual air flow 1000 cfm 1000 cfm Oxo Total effective length (TEL) 870 ft 250.0 st2A Dn Living -A Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath h 1123 38 27 0.085 5.0 Oxo ShMt 26.5 315.0 st1 Bedroom 1 c 895 58 60 0.078 6.0 Oxo ShMt 39.5 335.0 st1 Bedroom 2 C 1043 44 70 0.091 6.0 Ox 0 ShMt 27.4 295.0 st2 Dining h 3194 109 96 0.096 7.0 Ox 0 ShMt 40.0 265.0 st2A Dn Bath h 321 11 0 0.116 4.0 Ox 0 ShMt 21.0 230.0 st2 Dn Bedroom h 1651 57 51 0.112 5.0 Oxo ShMt 19.9 240.0 st1 Dn Living h 2340 80 42 0.101 6.0 Oxo ShMt 37.7 250.0 st2A Dn Living -A h 2340 80 42 0.100 6.0 Ox 0 ShMt 40.8 250.0 st2A Dn Mach h 1149 39 2 0.123 4.0 Oxo ShMt 12.0 225.0 st1 Family h 3635 125 123 0.124 7.0 Ox 0 ShMt 20.4 215.0 st1 Kitchen C 809 33 54 0.118 5.0 Ox 0 ShMt 13.3 235.0 st1 Kitchen -A c 809 33 54 0.117 5.0 Ox 0 ShMt 14.5 235.0 st2 Laundry c 967 22 64 0.068 6.0 Ox 0 ShMt 30.4 400.0 st2 M Bath c 535 35 36 0.080 5.0 Ox 0 ShMt 42.7 320.0 st2A M Bedroom c 1169 70 78 0.085 6.0 Ox 0 ShMt 51.3 290.0 st2A M WC c 588 20 20 0.080 4.0 0x0 ShMt 55.7 310.0 st2A M WIC h 1066 37 18 0.079 5.0 Oxo ShMt 55.5 315.0 st2A Office C 1571 80 105 0.092 7.0 Ox 0 ShMt 46.8 270.0 st2A Up Hall c 885 28 59 0.094 5.0 Ox 0 ShMt 25.5 285.0 st2 2016 -Nov -19 12:41:30 wrightsoft Right -Suite® Universal 2017 17.0.10 RSU18198 Page 1 - ...40 W 31st Ave1TK Morrison - 6540 W 31st Ave.rup Calc = MJ8 Front Door faces: N N :saoe; Joon lura j Sfyy = oleo dnJ'anV lsL£ M 0459 - uoswoyy Nl\aAV lsl£ M OY" Z a6ed 861,8imj OVO'Ll, LLOZ lesJaniun ®aBnSlg6i8 OS 61.IM 06:1,VZL 6L-AON-91-0Z �u 91-1 IION14S OZ x t7 Z'17L 17L9 890,0 000L 000L 3AB/ dead L1j L1j PONNS OZ x OL O'L 8ZL LWO LLL 89L JAV�13ad LIQ L1a 119"14S OZ x OL O'K 909 890'0 EZ8 Zb8 3AV dead 91.1 Nunj1 lepalew (u!) (u!) (wd1) 213 (w1o) (w10) adA1 aweN 0'8 Iona M x H weld 0019A u6!sa(] 5 1 61H �unj1 lW4S 91-1 IMS t6 x 8 0 x0 0'OI 06t7 SEZ'O VLZL LEL L9Z OL XZ[ Lqj 91J IN4S 9L9 0 x0 0"8 ti9b 890'0 8'6Eti ZSL Z% 9xbL Zqj 91.1 IW4S 9Eb 0 x0 O'OL b89 L80'0 6'ZVC CLC 80£ ZL xtt L Eqj LIa IMS adf,1 0 x0 0'8 809 LIVO t7'69Z LLL 99L 9 X Sqj 91.1 lW4S 0 x0 0'8 09t, 0800 ELLE L9L 90L 9 X bqj Nunjl WIN (u!) 6u!uadp (u!) (u!) (wd1) lid (4) (w1o) (w10) (u!) az!S aweN Ion(] 1s!Of/Pn1S M x H we!(] 001aA u6!saa l31 610 61H 011PE) algal I1e;aa 4auea8 uanjaa algal I1ejaa )Iunal AlddnS RaW14S t6 x 8 L'6 09t, 8L0'0 LLE OSE 3AVMead Ps PANS OZ x 8 6'ZL 9L9 890'0 E89 099 3AV Nead Z1s ZIs PANS 17L x 8 ZU L99 6LO'O 9Eb LLS dAV Nead WIS Nunj1 !e!.iale" (u!) (u!) (wd1) di (w1o) (w1o) adf,1 aweN Ion(] M x H we!(] 0010A I u61sa(] 61(] 61H Nunj1 algal I1ejaa )Iunal AlddnS dnranyisL£ M O1799 - uosljjoyy>I-- L17 l bZ l 61-noN-9 L OZ 86 mai OVO'LI L LOZ lesjanlun ®9lms-j4618 L abed X03 = „84 :aleog woo-ny)�uo4lnv aor woouiy�4uo4;nymmm 90L8174£(OZL):9uo4d ZZb9-LZ008 00 ielsulwlsem aoeld 4346 'M 8099 'a-1-1 `su6isea j1V A4!J044nV 6489-69£(£0£):9uo4d 9LZ09 00 'POOMa)lel OOZ opnS '9AV 418 'M 00 L L L u0sw0IN ueu8 :jo; wnqlo3 eon Aq Pauuo}Jad 'GAV;s�£ 'M OV99 :# qof ;uewese8 N 0 N• Q� O W m rt M a rt 0 h n v u°, n rt (D fD a rt fi N. 0, (J Fh ~ rh a A 0 m 0 a O H P. H � N 0 09 M 0 0 a n� O F•' rt r 0 m m a '7 R' 11 (D m w P. wm ts 0 0 N H01 H fD ar cn � 1-3 rr M N OU! m o� b� a z� (T w 0 G rt P. P. R FU P, m< R m t1 tr m rn O n R 0 R m rm P, g O m y m m E N O 0 t7 o rn m y d J p• tl m ry m R r m O O nw n rt M O O N a ro m a m c M m a a r m rt b P. F p 10 N 1 Q E 0 o m n m �` p m I n J c a In O z m r a p r a m O k. Z 03 m R kd 0 O O C LJ m a w m 0) w 0o ro to 0 o rn O O CD r m R a w � 0 w m r P. o to N 0 N W y 0 M m a o R m fD m m r m m m H m r O 00 ID m a n O a R J r x m N a o m m J 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: L Job Address: U546 i Permit Number: T O l +0009` . ❑ No one available for inspection: Time -30 MkPM Re -Inspection required: YesNo When corrections have been made, call for re -inspection at 303 -234 - Date: Qt _. �-( - � 1� Inspector: DO NOT REMOVE THIS NOTICE 'CITY 0 AT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office @ (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: /,C, v j Permit Number: 00,0 q Ll No one available for inspection: Time AM/PM Re -Inspection required Yes; No 7 When corrections have been made, call for re-inspectiph, at 303-234-5933 Date: inspector: Z DO NOT REMOVEHIS NOTICE y r� CITY OF WHEAT RIDGE x Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1 0V S Job Address: (,, c q c7 t,) 2 / �A v �' Permit Number: .i () I"7 0 9 �2C S1A� Ek, As& h, � .�i�►=y��rr .�� �tr�lrrc, &ON0AI'f a !;PAL 'iwYYN Be -b Too n\ AN o v V\ t(+&nrtikI Rbem / — _RPASc� Mio>w I— ❑ No one available for inspection: Time -0: G AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at,303-234-5933 Date: /-7 Inspector: DO NOT REMOVE THIS NOTICE 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: E� W S _ Job Address: 4 6 w / -A 'y t Permit Number: 3L®/ 7 0 6 O Q 9 lei 5 ity y ❑ No one available for inspection: Time JkgV/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 ��. r Date: ' % Inspector: DO NOT REMOVE THIS NOTICE 9-1/ 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: `f d W 3 f A V Permit Number: A o/ 7 C) 0 o d A�irl C S - 6 /0 8f A, ( r ►J L i yr R66h, n Nca M -r/ nN 41 Room a7' 7'6 PT P/ 4A I r )U6 7 A Pie Ryv �✓"1 ❑ No one available for inspection: Time q.' U 5 AM/PM Re -Inspection required: Ye No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: N DO NOT REMOVL� THIS NOTICE 1/ CITY OF WHEAT RIDGE f Building Inspection Division r " / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: PU(y ..SUG Job Address: 65y0 W 31 Lr- AVt Permit Number: 2 O J 70®oa 9 UG — ak • A41fl-ov-VO c,#// f'at / 75/�Ie '/c" ❑ No one available for inspection: Time%! ANCEEP Re -Inspection required: No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 5 IS1,17 Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION /NOTIICE Inspection Type: P,-; E(Z C3 A > IM le i p2 � Job Address: 5 Lim W 31 s -t V Permit Number: 201.7 00009 ❑ No one available for inspection: Time 7r ,05 A /P Re -Inspection required: Yes 6) *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector:y_ r DO NOT REMOVE THIS NOTICE i A 41 CITY OF WHEAT RIDGE V, Building Inspection Division ;.(303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ASUMM6 R 0 r _ Job Address: 'io 5 %110 "-A Permit Number: a 8/-7 Q 0 Y% �d J f�PP'w 1,0J e/. s~QDN4 a4, PC'usF i ❑ No one available for inspection: Time, 2.- ? AM/PM Re -inspection required: Ye No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: - o r - 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: 6A Job Address: & 5147 L-! .31 -%X— A V& Permit Number: Z 01749(1w A PAt6vba ref ❑ No one available for inspection: Time 0jV61( IPM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: 71I/JI7 Inspector: z 6 e DO NOT REMOVE THIS NOTICE v 'V - i CITY OF WHEAT RIDGE• { Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Ram Inspection Type: Job Address: 4 D w 1 A u b Permit Number: G / 7 C Q, u % `f S �U S� b X2 ❑ No one available for inspection: Time,./ / y AM/PM Re -Inspection requiretYe No *When corrections have been made, call for re -fn pection at 303-234-5933 �v Date: /7 Inspector: 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: t`rl t f Job Address: 1,5yb tv 3/ u Permit Number: 0 f C t5 Y 7'/ 7 X erf) 4 i S: ', L''• I,t j FR t n\ -fist T�h� Srfl�lt ��tc nfi ti� I ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes �o// ti-` *When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 Inspector: 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: 41_,.. Job Address: t10 S L` ,31 �21 ,4 -ic Permit Number: " oI 70000 ❑ No one available for inspection: Time AM M Re -Inspection required: Yes (NW *When corrections have been made, call for re -inspection at 303-234-5933 Date: t %f Inspector: f DO NOT REMOVE THIS NOTICE city of w neat mage V- Kesiaennai Kowing YL' tcvu 1 - LUI / UU4 /4 PERMIT NO: 201700474 ISSUED: 04/07/2017 JOB ADDRESS: 5540 W 31st AVE EXPIRES: 04/07/2018 JOB DESCRIPTION: Install 30 squares IKO Cambridge shingles *** CONTACTS *** OWNER (303) 550-5421 MORRISON TK SUB (303)985-8536 Bobby Floor 11 022322 B & L Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEF.AN GRANGE, WHEAT BLOCK/LOT'#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,710.00 FEES Total Valuation 0.00 Use Tax 138.78 _ Permit Fee 172.60 �1 ** TOTAL ** 311.38 * * * COMENTS * * * *** 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't-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€,"s 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'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. Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. 0 uity of w neat tuage Keslaennai Rowing rhKiVlll - LM /UU4 /4 PERMIT NO: 201700474 JOB ADDRESS: 6540 W 31st JOB DESCRIPTION: Install 30 AVE ISSUED: 04/07/2017 EXPIRES: 04/07/2018 squares IKO Cambridge shingles I, by my signature, do hereby attest that the urork to be performed shall comply with all accompanying approE ed plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with ihis�emiti. I further attest that I am le ally authorized to include all entities named ti�ithin this document as parnes 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 OINWER 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 c eivpermit d for to texpire e date of xpirat on. An date tens non of no regardless 180 da . s made be grantred at the dimust ci a ion of he Chwriting ef B iild s Official and may be subject to a fee equal to one-half of the original permit fee. 1 If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. j_ 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. & The issuance or granting of a permit shall not be construed to be a permit for, or an approval of an violation of any provision of any of applicable code or any ordinance or regulation of this jurisdiction. Approval work is subject to field inspection. Signature of Chief Building Official 14,'" 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 insptimerequestoci.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. r17 (\-)n7-\1I _ItL LJ, �IN&i&i16N'REC0RD �Y-� 30 Self—_> INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type 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 Floodplain Inspection (if applicable) Concrete Encased Ground (CEG) Fire Inspection / Fire Protection Dist. Foundation / P.E. Letter Final Electrical Do Not Pour Concrete Prior To Anoroval Of The Above Insnections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-blab Work Prior To Approval Of Tho er.., Rough Inspections Date Inspector Initials Landscaping & Parking / Planning Dept. Wall Sheathing ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Mid -Roof Fire Inspection / Fire Protection Dist. Final Electrical Lath / Wall Tie Final Plumbing Rough Electric " Final Mechanical Rough Plumbing/Gas Line Final Window/Doors Rough Mechanical Final Building Rough Framing 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. Rough Grading Insulation Drywall Screw/ Nail City of Wheat Ridge 04/07/2017 13.43 CUBA Install 30 scuares. I CDA014142 AMOUNT BPSP 6540 W 31st AVE 311.38 ADPL/PERMIT NO: 201700474 PAYMENT RECEIVED AMOUNT VS / 2944 311.38 AUTH CODE: 054315 Final Inspections Date Inspector Initials IUIRL ----------------------------------- ------ Inspections fro .....vuiu oe 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. Landscaping & Parking / Planning Dept. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof 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. -ror pow voltage permits — riease De sure tnat rougn inspections are compietea trom the Tire uistnct ana electrical low voltage by the Building Division. "For Inspection Time Window Requests — Please email insptimerequest(o)ci.wheatridge.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather c It\ ('I W haat [ is l e Building 8 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: FOR OFFICE USE ONLY Date: N fjq Plan Review Fee - nu11 ing refnllt APPIICd110 1 `" Please complete all highlighted areas on bah sides of this form. Incomplete applications may not be processed. Property Address: ll� ".�' t U W 7 � cJ + A U c vk �� Property Owner (please print): Phone: Property Owner Email: Mailing Address: (if different than property address) Address: state Architect/ Engineer: Architect/Engineer E-mail: Phone: Contractor. � r j �(` C /� Contractors City License #: 22 % Z Phone: )o'2' C1 �'5 O S(f) Contractor E-mail Address: CIE � DL � L CA I VIL L Q LCI Sub Contractors: Electrical W R City License# Other City Licensed Sub City License # Plumbing W R. City License # Other City Licensed Sub: City License # Mechanical W R City License # Complete all information on BO'l 11 sides of this form Ll COMMERCIAL PRESIDENTIAL Description of work: (Check all that apply) /� ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE H COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION VINDOW ESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and effic!ency, type and amount of materials to be used, etc.)lqt Sq FULF Amps Btu's Gallons Squares G � Omar. Project Value: (Contract value or the cost of all materials and labor Inciuded to the entire protect) s Lt , 2 -LA C-) OWNER CONTRACTOR SIGNAL VRF. OF 1'NDER.STANDING AND AGREEMENT I h ieby cenify that the setImck distance, proposed by this penml application are accaratc and do turf violate applicable ordrutsices, nrks of reguiatious of the City of tilieat Ridge of consist ts, easemetus a restrictions of record. drat till rueasti enieuts shoau acid allegations made are accurate. that I have read and agree to abide by all conditroas prwted on this application and that I assmuc frill resixmsibiluy for compliance with applicable ('ay of wlical Ridge codes mud otdntances tilt µor► rarftei any pernut usual based oil this apillicatiori that 1 am the k -nal oµucr of have been authorved by the legal outer of the property to perfomt the de%ctibed %%orlc and ain also authorized by the legal owner of any etltify 111CIII( d ou 1111% application to list tial entity oil flus application I [lie applicaul foi Illi, bmldutg permit application manant file tnuhfilhless of the mfoniafio i provided on the applicariaar <'iR(Zf (�N'E (OIf YER/ (< 0.�'TR 4('TOlt) (Al THORIZED REP t E) j (ON1ax,tt) (CO.S'TR 1[ TOR) rte' J/i1 I Electronic Slaustute (nt%t and tau uantr) ✓� _ `— 1� .� `'� D> IF: I /::NINA. (AIM-I.r1.11 N I" Renewer BIL' -_ DIN-'. i OF PAg I LIE NT (;c%1.1'.F N T � Rewewe( DEPARTMENT USE ONLY OLAM 'AW, (.I ASSII ILA I JON 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: (? V 6— Job Address: G .S V D kr j 3/ -A v Permit Number: ),Q / 7 6 b 0 O 9 0 No one available for inspection: Time !9 AM/PM Re -Inspection requir d: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: ' a Inspector: p 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: P U Job Address: (C' 4 0 to 1 �` 4 " � Permit Number: a 61 7 t 0 0 0 Q + v t4 j2 /0 "�,' L) lJ )°n ❑ No one available for inspection: Time S"i AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 1. Date: 3 q li Inspector: DO NOT REMOVE THIS NOTICE 03/06/17 Or Current Owner/Occupant LAURIE SCRUGGS 6540 W 31ST AVE WHEAT RIDGE CO 80214-8010 Regarding Permit: 201500252; Tear off one layer house. Refoof 2 ply felt, 17 squares, 30 year Tamko. 3/12. (Excludes flat). 6540 W 31st AVE, Wheat Ridge, CO 80214-8010 Dear PERMIT HOLDER: Our Records indicate that the above noted permit was issued on 02/23/15. Our last inspection related to that permit was on NONE. The permit expired as of 02/23/16 Please contact our office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If the permit is not extended before March 31, 2017, the permit will become void. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Sincerely, Wheat Ridge Building Division Staff N1 Y.2: E 313B D5 1 0903 /3,z fl - RE TURN TO NOT DELIVERABLE AS ADDRESSED UIN-IAELE- TO 03/06/17 Or Current Owner/Occupant LAURIE SCRUGGS 6540 W 31ST AVE WHEAT RIDGE CO 80214-8010 Regarding Permit: 201500292; Tear off 1 layer on house. Reroof 2 ply felt, 17 sq, 30 yr, Tamko. 1 story, 3/12 pitch. (Excludes flat). 6540 W 31st AVE, Wheat Ridge, CO 80214-8010 Dear PERMIT HOLDER: Our Records indicate that the above noted permit was issued on 03/04/15. Our last inspection related to that permit was on NONE. The permit expired as of 03/03/16 Please contact our office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If the permit is not extended before March 31, 2017, the permit will become void. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Sincerely, Wheat Ridge Building Division Staff NIT X 2: E a V --'Z f -17 RETURN TO SENDER NOT DEL IEVERAILE AS ADDRESSED E T 0 F- 0 R iq A R D ti i 3' TIM --I City of Wheat Ridge Single Family - New PERMIT - 201700009 PERMIT NO: 201700009 ISSUED: 02/21/2017 JOB ADDRESS: 6540 W 31st AVE EXPIRES: 02/21/2018 JOB DESCRIPTION: New Single Family Home - 2,326 sq ft. with attached garage *** CONTACTS *** OWNER (303)233-5968 VIATOR ROBERT AND ELIZABETH GC (303)981-3571 Tyler Keefe/Brian Morrison 150132 TK Morrison Construction SUB (720)331-9716 Jose J. Guzman 090016 Chatto Plumbing Inc. SUB (303)369-3633 Todd Simpkinson 150172 Streamline Mechanical LLC SUB (720)276-2173 Robert Leahy III 170028 Bright Electric LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 367,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,855.23 Use Tax 6,606.00 /+,,,,.P c ) 2 � L''i/ l J Permit Fee 2,854.20 Engin. Review Fee 150.00 ** TOTAL ** 11,465.43 *** COMMENTS *** *** CONDITIONS *** MM: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. MR: Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City: a. One street tree per seventy (70) feet (or portion thereof) of street frontage to be placed within the front setback prior to issuance of a certificate of occupancy. b. No less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of tie front yard shall be landscaped. Contact the Planning Dept. for permitted species and sizes of trees. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. For one- or two-family dwellings, the first twenty-five feet (251) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Front porch cannot be enclosed. MVN: Approved. Direct roof drain downspouts as shown on red -lined site plan to protect adjacent properties from stormwater runoff, and a grading certification letter shall be required prior to C.O. to ensure proper site grading. I, by my signature, do hereby attest that the work to be per shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ignature of OWNER or CONTRACTOR (Circle one) Date 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. 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 ermit fee. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 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. 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. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appy. ode or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 104464 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 insptimerequestgei.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 Ldge �C(o)M"v1(.JNjTy DEVEL011 ENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 PA Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: i/ l l l Plan/Permit # dol, Coot, 9 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: (D5qo W, 3k `'t f�venVC Property Owner (please print):9)0-g {- pcd Phone: Property Owner Email: U�4r¢@4fYlU1�.Cp(`(� Mailing Address: (if different than property address) Address: Citv, State Architect/Engineer: PO <' Cy, V«m�\ ,, Architect/Engineer E-mail: M(er)AQL @_th0f�' b(el'1OM.C9hone: 6Db"Sa\ - `4bq7D Contractor: T\u kAo f(� -jm cffy,�=M G� Contractors City License #: 15 0138, Phone: Contractor E-mail Address: i -\L l_, l u-CYIOtC6cn. CQM Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: CVG 91UM16 W.R. City License # I Other City Licensed Sub: City License # Mechanical: 6tCnyN\\(1e Nedr,06CQl W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) hvi`d� anew 5in�lemi�� Sq. Ft./LF d��d�0 �i. Btu's Amps dm Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 3(216UU 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:,SeM\rt4 \ (6boy� SIGNATURE: DATE: 0/1:t aEPARTMENT USE ONLY ZONING COMMMENTS �..� � � �� OCCUPANCY CLASSIFICATION:� Reviewer: J� BUILDING DEPARTMENT COMMENTS: Reviewer. �� ��/�(/'�� "� ��✓✓l1 t NFA4od►" JA41 QS_ PUBLIC WORKS COMMENTS: !� 7" poor C;gdIAI jPt9WAA5f%t X7J .4dS—�WN OJ Rw Reviewer Mt' J-Jl J*C�ITC— PL AO 70 {C'it2T0'� % ` AOLIACAK ' fAQ17097IE5 1 #512017 0,r— M 6r0pM WA7SW- g0.4J F PROOF of SUB nnisslo - S612 -A �""& C4W--rl�IG�3TIG1"� Pplep- Ta G -O- % oAj--vgc- pF-crP ol-m- 6PAo N(a. Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District 0 Received E] Not Required Building Division Valuation: RESIDENTIAL. Buildiniz Permit - Plan Review Worksheet Address: ips D �-5 ' � Zoning: Lot Size: G1 1 7 sq. ft. Lot Width: Property in the flood plain?_ If yes, add surveying condition FLD. Type of project (applicable survey conditions in parenthesis): ❑ Accessory ISP, ILC or site I ❑ Addition ILC and site plan New ILC and site plan Maximum Lot Coverage: Existing Improvements: House: Shed: Detached garage: Other: none if w/in 2' of setback or in floodplain (FND) yes (FIND) Rev. 06/2014 ft. if in floodplain (FLD) if in floodplain (FLD) if Win 2' of setback (NRS) if in floodplain (Fr n� Total Existin sq. ft Lot Covera ac- �- Required Setbacks: FR Z5 S Provided Setbacks: FR 't 15 S S /� . S ` R Proposed+Existing / S ) `i 407 Lot Coverage _ Icy. � � % sq. ft For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: ft. Maximum Size: /�',/ A sq. ft. Proposed Height: ����' ft. Proposed Size: /J Z A sq ft Parkland: If the permit is for new construction, have parkland dedication fees been paid? Y1 Z -e If no, add condition PFEE, notify owner, and notify building divisions e Streetscape: Does the permit result in any of the following conditions? Q Construction of new roads Q Platting of new lots Q New development Q Additions that increase floor area by 60% or more (see formula) (proposed floor area — existing floor area ) / existing floor area = o �o inc. If any box is checked... SF/DUPLEX—Is there existing Q Curb Q Gutter 05 -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. CD sq, ft. Proposed Improvements: sq. ft. House/addition: sq ft sq. ft. Shed: ft sq ft. Detached Garage: sq• q. ft. sq. ft. Other: tP sq. ft. Total Existin sq. ft Lot Covera ac- �- Required Setbacks: FR Z5 S Provided Setbacks: FR 't 15 S S /� . S ` R Proposed+Existing / S ) `i 407 Lot Coverage _ Icy. � � % sq. ft For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: ft. Maximum Size: /�',/ A sq. ft. Proposed Height: ����' ft. Proposed Size: /J Z A sq ft Parkland: If the permit is for new construction, have parkland dedication fees been paid? Y1 Z -e If no, add condition PFEE, notify owner, and notify building divisions e Streetscape: Does the permit result in any of the following conditions? Q Construction of new roads Q Platting of new lots Q New development Q Additions that increase floor area by 60% or more (see formula) (proposed floor area — existing floor area ) / existing floor area = o �o inc. If any box is checked... SF/DUPLEX—Is there existing Q Curb Q Gutter 05 -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Rcv. 06/2014 Other notes/considerations: Access two-family dwellings, the first 25' of driveway area from the existing edge o For one and ced with concrete, pavement into the site shall be surfain eseasphalt l le entrances or exits be closer ❑ For all uses other than one and two family dwellings, , no than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more t han he street accesses LI One and two-family dwellings measured from he interior edges. have horseshoe driveways, provided are at least 30 feet apart, m ❑ For all uses, one access point per property is permitted. Landscaping For one -and two-family dwellings, one tree for every 70 feet of street frontage is requ � � , Street trees required: _I Street trees provided: ' caped prior to issuance of C.O. 100% of the front yard and 25% of the entire leodt due to incbe lementt weather prior t the issuance of In the event that landscaping cannot be install future a C.O., an escrow agreement with financial eguarantees ar ntees enmays will be required we allowed to ith the agreement. installation. 125% of the cost of the proposed P These funds will be reimbursed back to the property owner or contractor once the improvements are in place. City of SINGLE FAMILY/DUPLEX W heat Midge BUILDING PERMIT APPLICATION REVIE Pu,�,.,c woaxs W Date: 1 21217 Location: CQ5 40 31 VI- A9CAJOC ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a AIC- 0- 402k r= located at the above referenced address. Please note the comments checked below. 1. / Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: YOK %d63 refer to 2. Public Improvements required & to be completed with project: stipulations. a. street paving/patching: Yes NoCompleted 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. --V Does all existing roadway/alley R.O.W. meet the standards of the City: —/— Yes No If not, what is required? If R.O.W. is required, has the deed been received: Yes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. Y/ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. (�.�- YireL lie , / — 5 — 2017 Signature Mark Van Nattan Date 5. W A NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date a • • 'ii ,rte �• i T 011t 5J j5 !;!5 gr=FE9 712 Fir6-Q,J�r�REQ -I lNgQ &A2AQJAkc'' ."N. 7. -*/- A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) 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. Rev 04/2016 City of / r j `ogic PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: Location of Construction: 6n540 kk �I sf IS/tJ� Purpose of Construction: 5LW--21 E rd Ilii /LY nWr=i Single Family _1 Commercial Development Review Processing Fee: ..................... (Required of all projects for document processing) Sinide Family Residence/Duplex Review Fee:. ................ Commercial/Multi-Familv Review Fees: e Review of existing or minimal technical documents:..... Initial review' of technical civil engineering documents (Fee includes reviews of the 1St and 2nd submittals):....... e Traffic Impact Study Review Fee: (Fee includes reviews of the Is' and 2n6 submittals):........ ® Trip Generation Study Review Fee: ................................ e O & M Manual Review & SMA Recording Fee .............. $100.00 ........ $50.00 Multi -Family ................. $200.00 S ................ $600.00 $ ... I............ $500.00 g ...... I......... $200.00 $ ....... I........ $100.00 $ ' 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 be subject to the following Resubmittal Fees: Resubmittal Fees: 3rd submittal (% initial review fee): 4th submittal (full initial review fee): . All subsequent submittals: ................. (Full initial review fee) ............. I...................... $300.00 ..............1..........I... $600.00 .................................... $600.00 TOTAL REVIEW FEES (due at time of Building Permit issuance) $ $ DD PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. N\1,Nxi-. N hva(11di�,c.co.wl Rev 12/12 Oily c)f W heat f 4,,i�cjgc PUBI I W01kKk City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: 1/6 1:2o ADDRESS:__(, Oe Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File wFt �u.ci.m heatridge.mus Rev 2/08 IERAL NOTES 4F11TARY SEWER PROVIDE SCHEDULE 40 PVC, ABWWV, OR CAST IRON PIPE FOR PORTIONS OF NEW SEWER LINE WITHIN TWO FEET OF ANY BUILDING. SEWER LINE TO BE NEW AND OF APPROVED MATERIAL. ORIGINAL SEWER LINE WILL NOT BE REIUSED. SS ---SS-- -5533 SS- - -'S5 SS------ SS _ PROVIDE A CLEANOUT YTO YFROM THE JUNCTION OF THE BUILDING DRAIN AND THE BUILDING SEWER THE CLEANOUT SHALL BE EITHER INSIDE OR OUTSIDE THE BUILDING WALL AND SHALL BE BROUGHT UP TO FINISHED GROUND LEVEL OR TO THE BASEMENT FLOOR LEVEL AN APPROVED TWO WAY CLEANOUT 5 ALLOWED TO BE USED AT THIS LOCATION TO SERVE AS A REQUIRED CLEANOUT FOR BOTH SHORT AND THE BUILDING DRAW AND BUILDING SEWER THE BUILDING SEWER LINE, SERVING THE EXISTING BUILDING TO BE g REN N A N IPJ (• . DEMOLISHED, MUST BE PROPERLY CUT-OFF AND INSPECTED BY PUBLIC WORKS -- WASTEWATER MANAGEMENT DIVISION (PWWMD) PRIOR TO ISSUANCE OF A ARCHITECTS SEWER USE AND DRAINAGE POW FOR THE NEW BUILDING IF THE CUT-OFF LOCATION CANNOT BE MADE WHERE REOUIRED BY PWWMD, A LICENSED 2200 W290 Ave SW. 102 I •� �f T r I!A I__I i' (, PLUMBING OR SEWER CONTRACTOR SHALL COORDINATE WITH PNWMD Dsnvar C.I.80211 - 43 PLUMBING INSPECTION TO HAVE THE INSPECTION PRELLEARED. w 305 s 11 e 12 0 o m NO PORTION OF THE EXISTING BUILDING SEWER LINE OR SEWER TAPVJLL BE ww.ener<br RE -USED. OVERAGE—MWMUMBUILDINGCOVERAGE-40%,LOTWDTH75 6540 W 31ST .1. LOTAREA-9,170SF 2. PROPOSED RESIDENCE -1,163 SF AVENUE 3.PROPOSED FRONT PORCH -1955F RESIDENCE b. PROPOSED ATTACHED GARAGE -531 SF 5. 9.770 SF X40%=3,908 SF ALLOWABLE COVERAGE SQUARE 5, ACTUAL COVERAGE 1,8119 SF 3,908 SF ALLOWABLE 6540 W 31 ST AVE VVWATRIOGE, CD Install new moun, curb with drive ci NOTES 6""�' Re: CDOT Detail KEY NOTE REFERENCE NUMBER-- NEW CONCRETE DRIVE, 8.33% MAX SLOPE M-609-1. NEW 4' SEWER LINE I— - NEW CAST IRON TWO WAY CLEANOUT, BELL MOUNTED FLUSH WITH LLJ GRADE NEW CONCRETE WALKWAY AND STAIRS ON GRADE, RE: STRUCT, SEAL AND PROVIDE LIGHT BROOM FINISH NEW WATER SERVICE LINE T) EXISTING WATER METER EXISTING CONCRETE WALK NEW COMPOSITE DECKING DECK. GUARDRAILS AND STAIRS _ - ) PREFINLSHED MTL DOWNSPOUTS, TYP. OF (8) I NEW 6' HIGH WOOD FENCING AND GATES Direct downspout to protect adjacent ' CONDENSING UNIT WINDOW WELL WITH UDDER, TYP. WINDOW WELL SHALL BE property / INSTALLED A MINIMUM OF 3 ABOVE HIGHEST ADJACENT GRADE i Y NEW CURB CUT spouts in the directions indicated 41 ies from stormwater runoff. ruction Permit shall be required it of any construction in the _ clic Works at 303-235-2861. _n Letter shall be required prior to ,grading. Proposed Finished Grade SWALE DETA ----- -- ,. L� -I. L �� i CITY OF WHEAT RIDGE PUBLIC WORKS: ENGINEERING APPROVED FOR: 0DRAINAGE 0SIDEWALK 0 CURB 8 GUTTER ❑ STREET ZrMISCELLANEOUS O PLAT COMMENT SITE PLAN - SFR APPROVED with Comments 7_ 1/5/2017 NIL ENGINEER DATE SUBJECT TO FIELD INSPECTIONS CITY OF WHEAT RIDGE PUBLIC WORKS DATE 1/5/2017 RECEIVED 114/2017 1 st Submittal ARCHITECTURE SITE PLAN Melissa Mackey From: Melissa Mackey Sent: Thursday, January 19, 2017 9:12 AM To: 'pbrennan@shortbrennan.com'; 'tk@tkmorrison.com' Cc: Lisa Ritchie; Michael Arellano Subject: 6540 W. 31st Ave. New Single Family Good morning Patrick, Our office has done an initial review of the plans submitted for the new single family proposed at 6540 W. 311t Ave., Plan #201700009, and have the following comments: Copy of truss plans is needed There are smok etectors missing outside the sleeping areas in the basement and 2 floor bedrooms. Also, arbon monoxide detector re not noted] Res Check (or similar program) needed Items on front page should include 2014 NEC, and correction of garage size (other pages note the garage at 531 / sf, but front page states 484 sf) ✓/• Multiple pages show a rear deck, but no dimensions are included f Please show which equipment is gas and the size of the piping, this should include the rear yard fire pit. Please let me know if you have any questions. Thanks, Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2855 Fax: 303-237-8929 www.ci.wheatridge.co.us l i1} tirl W he . i't�,+t�a�»int Dlkll411'%11, CONFIDENTIALITY NOTICE: This e-mail contains business -confidential infonnation. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. c; J 1 W. 31 ST AVENUE (50 SS—__.. _ SS - SS SB. - 55 SS-__ -- SS—SS--..- SS SS- __. _SS__ - SS- - SS . SS SS SS- I SS SS SS--- __._ .- M.. __ .M --- M- __..__ —M—.__-____ M-- ---m _.. _ -M---. -_ M- M_M..- __.__}-�—M M- Q--- AIL_--0-- 4o-r m rum I Install new mountable curb with drive cut.— Re: CDOT Detail ELi543B,,i . s s' M-609-1. , Direct downspout 1 to protect adjacent property. I 41 1 Proposed Finished Grade SWALE DETAIL A -A SB-- SS - — SS SS -- M M - rAarc � I i rain TwQ Cf e.r.rw.. - -M---- - M M J socrum .. r - r l FR,' MExtend new sidewalk P to existing walk. 9 N Direct downspout I to protect adjacent property. Downspout 4 orientation I I I I I tl 1, �I •� i.J Direct downspout to protect adjacent Construct swale at location shown (see detail) and extend 5' past foundation. Establish high point (H.P.) and grade t drain (a, 1% long. slope (min.) — - D } SITE PLAN A701 ilB'=1'-0' -Ar GENERAL NOTES 1. SANITARYSEWER 1.1. PR mE SCHEDULE 40 PJC, ABSIDVW, OR CAST [IRON PIPE FOR PORTIONS OF NEW SEWER LINE WITHIN TWO FEET OF ANY BUILDING. 12. SEWER LINE TO BE NEW AND OF APPROVED MATERIAL ORIGINAL SEWER LINE WILL NOT BE RE -USED. 1.3. PROVIDE A CLEANOUT T TO FROM THE JUNCTION OF THE BUILDING DRAIN AND THE BUILDING SEWER THE CLEANOUT SHALL BE EITHER INSIDE OR OUTSIDE THE BUILDING WALL AND SHALL BE BROUGHT UP TO FINISHED GROUND LEVEL OR TO 10 THE BASEMENT FLOOR LEVEL AN APPROVED TWO-WAY CLEANOUT IS ALLOWED TO BE USED AT THIS LOCATION TO SERVE AS A REQUIRED CLEANOUT FOR BOTH SHORT A N D THE BUILDING DRAIN AND BUILDING SEWE0. 1 4. THE BUILDING SEWER LME, SERVING THE EXISTING BUILDING TO BE EB R E N N A N DEMOLISHED, MIDST BE PROPERLY CUT-OFF AND INSPECTED BY PUBLIC WORKS WASTEWATER MANAGEMENT DIVISION (PWWMD) PRIOR TO ISSUANCE OF A ARCHITECTS SEWER USE AND DRAINAGE PERMIT FOR THE NEW BUILDING. IF THE CUT-OFF LOCATION CANNOT BE MADE WHERE REQUIRED BY PIVWMD, A LICENSED 2200 VV29U, Ar., S.I. 1O2 PLUMBING OR SEWER CONTRACTOR SHALLCODRDINATEWTTH PAWMO D.nr.n C.I... e. 80211 PLUMBING INSPECTION TD HAVE THE INSPECTION PRE -CLEARED. T 303 321 2043 15. NO PORTION OF THE EXISTING BUILDING SEWER LINE OR SEWER TAP WILL BE www.. h.Ir b r. RE -USED. 2, COVERAGE 21. MAXIMUM BUILDING COVERAGE 40%, LOT WIDTH IT 6540 W 31ST 2.1.1. LOT AREA -9.7705E 21.2. PROPOSED RESIDENCE -1.163SF AVENUE 21.3. PROPO.SEDFRONT PORCH -195 SF RESIDENCE 2.1.4. PROPOSED ATTACHED GARAGE -531 SF 2.1.5. 8,770 SF X 40%=3,906 SF ALLOWABLE COVERAGE SQUARE 2.1.6. ACTUAL COVERAGE • 1,889 SF -3,906 SF ALLOWABLE 6540 W 31 ST AVE VVI-EATRIOGE, CO KEY NOTES SKEY NOTE REFERENCE NUMBER ONEW CONCRETE DRIVE, 8.33% MAX SLOPE ^ ARCHITECTURE 2 NEW 4' SEWER LINE SITE PLAN ONEW CAST IRON TWO WAY CLEANOUT, BELL MOUNTED FLUSH WITH 3 GRADE ONEW CONCRETE WAL"AY AND STAIRS ON GRADE, RE: STRLICT, SEAL AND 4 PROVIDE LIGHT BROOM FINISH ONEW WATER SERVICE LINE OEXISTING WATER METER �! EXISTING CONCRETE WALK ONEW COMPOSITE DECMNG DECK, GUARDRAILS AND STAIRS 9 PREFINMHED MTL DOWNSPOUTS, TYP. OF (B) 10 NEW 6' HIGH WOOD FENCING AND GATES t1 CONDENSING UNIT OWINDOW WELL WITH LADDER, NP. WINDOW WELL SHALL BE D12 INSTALLED A MINIMUM OF 3' ABOVE HIGHEST ADJACENT GRADE __NEW CURB CUT NOTES: 1) Direct roof drain downspouts in the directions indicated to protect adjacent properties from stormwater runoff. 2) A Right -of -Way Construction Permit shall be required prior to the commencement of any construction in the right-of-way. Contact Public Works at 303-235-2861. 3) A Grading Certification Letter shall be required prior to C.O. to ensure proper site grading. MVN 1/5/17 CITY OF WHEAT RIDGE PUBLIC WORKS, ENGINEERING APPROVED FOR: 0DRAINAGE 0SIDEWALK O CURB d GUTTER 0 STREET RrMISCELLANEOUS O PLAT '. COMMENT SITE PLAN - SFR APPROVED with Comments fIT� vsnon IVIL ENGINEER DATE SUBJECT TO FIELD INSPECTIONS CrTY OF WHEAT RIDGE PUBLIC WORKS DATE 1/5/2017 RECEIVED 1/4/2017-- 1 st 1412171st Submittal 41 CITY OF WHEAT RIDGE j Building Inspection Division (303) 234-5933 Inspection line (303),235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i ° 6 Job Address: r Permit Number: 7 41015 ❑ No one available for inspection: Time /AM/PM Ems, Re -Inspection required: Yes I No When corrections have been made, call for re -inspection at 303-234-5933 Dater '` J Inspector: c _ DO NOT REMOVE THIS NOTICE City of ie��'Whcatl�, gc COMMUNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: oermits(a),ci.wheatr1dqe.co,us I FOR OFFICE USE ONLY I Date: Plan/Permit # �X � I T ) 5 ( [_ Plan Review Fee: r.'rPIT".7t Me, *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: -'��_ 1q" - opertv Owner Phone:(3)5 S c 5 Y, Property Owner Email: CKN 0-1 2 -&v" -C,.,) 1 C&7" Mailing Address: (if different than property address) Address: City, State, Zip: 'CGr) Architect/Engineer Architect/Engineer E-mail: Contractor: W Phone: Contractors City License #:. I z Phone: 7�o — p� to — j i -? Contractor E-mail Address: by- iq`,J,0*,_.11c_ Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL XRESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE PRESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT El OTHER (Describe) (For ALL projects, please pr oviue a detai 11 ed UGstcl Iptlo1 11 -V IT VV 0I k to be per IUl I i Ivu, ii Ilii U ii I^y Vur rei 1t uS^c ^vf Qr e^aS, proposed uses, square footage,existing condition and proposed new condition,' appliance size and efficiency, type and amount of materials to be used, etc.) Sq. FtJLF Amps Btu's Squares C E' Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $'' `fir 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. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (O Electronic Signature (first and last name): REPRESENTATIVE) of (OWNER) (CONTRACTOR) DATE: a a � 7 Building Division Valuation: $ * * * COMMENTS * * * *** CONDITIONS *** All work shall comply with applicable codes and ordinances and is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tl'e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. [further attest that I am le ally authgrized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans an specifications. Signature of OWNER 6r CONTRACTO (Circle one) Date 1. This permit was issued base on t e information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date I REQUESTS MUST BE MADE BY 11t59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptime((uci.wiieatridge.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 Ridge Residential Demoliti PERMIT - 201601866 PERMIT NO: 201601866 ISSUED: 11/22/2016 JOB ADDRESS: 6540 W 31st AVE EXPIRES: 11/22/2017 JOB DESCRIPTION: Complete demolition of 1242 sq ft single family residence *** CONTACTS *** OWNER (303)233-5968 VIATOR ROBERT GC (303)427-1201 Phil 022230 Mendoza Demolition Services *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,000.00 FEES Total Valuation 0.00 PAID Demolition Fee 50.00^ n �}- * * TOTAL * * 50.00 * * * COMMENTS * * * *** CONDITIONS *** All work shall comply with applicable codes and ordinances and is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tl'e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. [further attest that I am le ally authgrized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans an specifications. Signature of OWNER 6r CONTRACTO (Circle one) Date 1. This permit was issued base on t e information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date I REQUESTS MUST BE MADE BY 11t59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptime((uci.wiieatridge.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 W heat Midge COMMUNITY 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: perm its(a)ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Pemtit # ^ ^i4� / hi 9% Plan Review Fee: Building Permit Application "" Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *" Property Address: LOAD W • 3� 1gVi Property Owner (please print): 12-c-ber r Q L%z V mrw— Phone: (3L; 319 1 -3-511 Property Owner Email: -1'V'ho XY��o�-,rr25�Tuch CoY� Mailing Address: (if different than property address) Address: State. Zin: Arch itect/Engineer: Architect/Engineer E-mail: Phone: Contractor: Mft-�Aom 'per-N—\o1-�,--vn servkrPs Contractors City License #: b2."7-2317 Phone: Contractor E-mail Address: i�nc\ -,--Zc Yy Ic�S hn�h . C� rrti Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL YRESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT -14 OTHER (Describe) CR- CA or; 6A),A, \Q hiaSf' (For ALL projects, please provide a detailed description of wort to be performdd, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) off- O\ i 2--y2.56fr Sq. FtJLF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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. 1, the applicant for this building permit application, warrant the truthfulness of the information p�ONTded o application. CIRCLEONE: (OWNER)RACT�Rj� or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Sienature (first and last name): �" �tWl `�/ V\�',Jl i DATE: � 1 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100— Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B. adopted December 21, 2007, and effective January 30. 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment. Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/pennitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) ore -mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 11/18/2016. The actual scheduled work dates are from 11/18/2016 through 11/18/2017. Approval issued on: 11/10/2016 Record number: 122661 Notice Number: 16JE6662D For the location specified below: SFRD 6540 W. 31st Ave Wheatridge Jefferson County This notice has been issued to: Mendoza Used Brick & Demolition 701 West 64th Ave., Ste. B Denver, CO 80221 Fee Paid: $60.00 Check number: 1556 Asbestos Building Inspector: Cathy Naccarato Cerification No.: 17528 Inspection Date: 10/20/2016 Issued by: RWJ OF'C0 r ' O 1876 Colorado Department of Public Health and Environment L L 0 yam+ m0U Company Name: DEMOLITION NOTIFICATION APPLICATION FORM APPLICATION FEE MUST ACCOMPANY THIS FORM INCOMPLETE APPLICATIONS WILL BE RETURNED (Notice will be mailed to the demolition contractor unless specified otherwise) Fee: $50 + $5 per 1000 ft2 of area to be demolished = $ k 00 - Cz (See instruction #1 on reverse side) nli 4 Lafidfill Redeiving Building Debris: Submit form to: Permit Coordinator Colorado Dept. of Public Health and Environment APCD-IE-B1 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3100 Fax: 303-782-0278 Asbestos@state.co.us Square footage of footplint of facility or portion of facility to be demolished Street. wo W 31st Avc City: ,County- �` 1 Z C County C r^ r� Zip Code: e: VJ)APro a St rt Date) Pro ose pl do Date 11 LP Method/Means of Demolition: eking ❑ Burning ❑ Implosion ❑ Moving ❑ Other, specify: tBurning requires additional authorization — Please call (303) 692-3100 and ask to sneak to the Oben Bumina Permit Coordinator General Abatement Contractor (GA Own s Name: is E Q -T t- L t Z 1%t A-7 vV, CDPHE Asbe to Permit # Total Quantity of Asbestos Removed �+ Street: r � ti s G e o w. 3 o. Date R I Completed Telephone # C City: Stale: Zi Code: L5W H �1►rr �t D4 L Go �ro z(�f Type(s) of Asbestos -C taining Material Removed: 3 Contact's N e: Telephone # '751- 3571 With my signature below, I certify that I possess current AHERA accreditation and state of Colorado certification as an Asbestos Building Inspector. I also certify that I have thoroughly inspected the facility to be demolished, as listed in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of asbestos by a NVLAP-accredited laboratory, and have determined that no Regulated ACM exists anywhere in the facility.* I also certify that I have informed the owner/operator of the facility or the demolition contractor that any asbestos -containing material allowed to stay in the facility must remain non -friable during demolition. Specify type(s) of ACM remaining, below: (check appropriate box(es)).- 0 ox(es)): ❑ Vinyl asbestos floor tile (VAT) ❑ VAT mastic J( Tar/asphalt impregnated roofing ❑ Asphaltic pipe coatings ❑ Spray -applied tar coatings ❑ Caulking ❑ Glazing ❑ Other, specify: signature: (In Blue Ink) I Printed Name: (_G �/Z'�— Cathy Naccarato Date of F al Ins tion CO Cert # Expiration DateI Telephone # I Cell Phone # jb Zo I!o 17528 2-21-17 (303) 382-1175 1 (303) 921-5938 I verify that all refrigerants from air conditioning/refrigeration appliances have been properly recovered in accordance with AQCC Regulation No. 15 (for information on CFC requirements call 692-3100). 1 further verify that all luminous exit signs (containing radioactive material) have been disposed of in accordance with 6 CCR 1007-1 subpart 3.6.4.3 (for information on luminous exit sign requirements call 303-692-3320). CHECK THE APPROPRIATE BOX: ❑ Building Owner I .I Contractor I ❑ other I Date: I SoRature: I Print Name:. THIS BOX Is FOR CDPHE USE ONLY: Postmark or Hand Delivery Date: �/� ��� Approved By: `�„�� Code: 0 ❑ transfer -380 Form of Payment & #: G(G / � r G(J L Permit (�I W l o�(}�/�r ) f}t Record #� � n I Date Issued: Sao 1 YY1, ly �� x1 �1 y W Regulated asbestos -containing materials means (a) , (b) that has become (c) nonfriable ACM that will be or has been subjected to sanding, , or abrading or (d) nonfriable ACM that has a bigtt'� probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of or operations regulated by this regulation. Note: Asbestos -containing sheet vinyl and linoleum must be properly .,( 7 City: ^ State: (qCode:�OTelephone # ) Fax( (azo )`�2"1a Cell Phone # Pr . ct Manager. I certify that the Certified Asbestos Building Inspector has informed me E about any remaining asbestos -containing materials in the facility to be f7 demolished. Print Name: M A1,1 YytGf1 U mal nv\ Lafidfill Redeiving Building Debris: Submit form to: Permit Coordinator Colorado Dept. of Public Health and Environment APCD-IE-B1 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3100 Fax: 303-782-0278 Asbestos@state.co.us Square footage of footplint of facility or portion of facility to be demolished Street. wo W 31st Avc City: ,County- �` 1 Z C County C r^ r� Zip Code: e: VJ)APro a St rt Date) Pro ose pl do Date 11 LP Method/Means of Demolition: eking ❑ Burning ❑ Implosion ❑ Moving ❑ Other, specify: tBurning requires additional authorization — Please call (303) 692-3100 and ask to sneak to the Oben Bumina Permit Coordinator General Abatement Contractor (GA Own s Name: is E Q -T t- L t Z 1%t A-7 vV, CDPHE Asbe to Permit # Total Quantity of Asbestos Removed �+ Street: r � ti s G e o w. 3 o. Date R I Completed Telephone # C City: Stale: Zi Code: L5W H �1►rr �t D4 L Go �ro z(�f Type(s) of Asbestos -C taining Material Removed: 3 Contact's N e: Telephone # '751- 3571 With my signature below, I certify that I possess current AHERA accreditation and state of Colorado certification as an Asbestos Building Inspector. I also certify that I have thoroughly inspected the facility to be demolished, as listed in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of asbestos by a NVLAP-accredited laboratory, and have determined that no Regulated ACM exists anywhere in the facility.* I also certify that I have informed the owner/operator of the facility or the demolition contractor that any asbestos -containing material allowed to stay in the facility must remain non -friable during demolition. Specify type(s) of ACM remaining, below: (check appropriate box(es)).- 0 ox(es)): ❑ Vinyl asbestos floor tile (VAT) ❑ VAT mastic J( Tar/asphalt impregnated roofing ❑ Asphaltic pipe coatings ❑ Spray -applied tar coatings ❑ Caulking ❑ Glazing ❑ Other, specify: signature: (In Blue Ink) I Printed Name: (_G �/Z'�— Cathy Naccarato Date of F al Ins tion CO Cert # Expiration DateI Telephone # I Cell Phone # jb Zo I!o 17528 2-21-17 (303) 382-1175 1 (303) 921-5938 I verify that all refrigerants from air conditioning/refrigeration appliances have been properly recovered in accordance with AQCC Regulation No. 15 (for information on CFC requirements call 692-3100). 1 further verify that all luminous exit signs (containing radioactive material) have been disposed of in accordance with 6 CCR 1007-1 subpart 3.6.4.3 (for information on luminous exit sign requirements call 303-692-3320). CHECK THE APPROPRIATE BOX: ❑ Building Owner I .I Contractor I ❑ other I Date: I SoRature: I Print Name:. THIS BOX Is FOR CDPHE USE ONLY: Postmark or Hand Delivery Date: �/� ��� Approved By: `�„�� Code: 0 ❑ transfer -380 Form of Payment & #: G(G / � r G(J L Permit (�I W l o�(}�/�r ) f}t Record #� � n I Date Issued: Sao 1 YY1, ly �� x1 �1 y W Regulated asbestos -containing materials means (a) , (b) that has become (c) nonfriable ACM that will be or has been subjected to sanding, , or abrading or (d) nonfriable ACM that has a bigtt'� probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of or operations regulated by this regulation. Note: Asbestos -containing sheet vinyl and linoleum must be properly .,( 7 OF • cot0 O � r876 Colorado Department of Public Health and Environment 0 U d a c = N O O ,. R N U d v~_ LA t a0) I= U d a� U DEMOLITION NOTIFICATION APPLICATION FORMA APPLICATION FEE MUST ACCOMPANY THIS FORM INCOMPLETE APPLICATIONS WILL BE RETURNED (Notice will be mailed to the demolition contractor unless specified otherwise) Fee: $50 + $5 per 1000 ft2 of area to be demolished = $ l OCA . up (See instruction #1 on reverse side) Company Name: fir_ -1,_-7 /-. t to 4 k1A r— —V. V Street: v 2 City: State: Cc) Zip Code: p-zz Telephone # Fax # (' ) (3ZO)LAI -1-SvzS Cell Phone # Pr ' ct Manager. \\ oqn )cts 1� I certify that the Certified Asbestos Building Inspector has informed me about any remaining asbestos -containing materials in the facility to be demolished. lure: _ Print Name: A r cc mar v_\ L drill Receiving BuildingDebris: General Abatement Contractor (GA h�- �c cn CDPHE Asbe to nPermit # l� Total Quantity of Asbestos Removed . 010 S -C' Date Re mov I completed m I I : Telephone # Submit form to: Permil Coordinator Colorado Dept. of Public Health and Environment APCD-IE-B1 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3100 Fax: 303-782-0278 Asbestas@state.co.us of footprint of facility or portion of facility to _. .. w� We 31stAve W City:. County: Zip o Pro a St rt Date Pro se Wiffte O op E Method/Means of Demolition: 0 113 eking E]Bumingt ❑ Implosion ❑ Moving ❑ Other, specify: t Burning requires additional authorization — Please call (303) 692-3100 and ask to speak to the Open Bumin Permit Coordinator L Own s Name: oo f__ L c Z Vt �4-r'�� C —_ Street: °, City: Stale: Zi Code: W hKkr 9(Dc' E_ G o 0 2( Type(s) of Asbestos -C taining Material Removed: 3 Contact's Name: Telephone # ouEc- 'e 4 c3 ) g'5 -r -3571 With my signs ure e—fow; l certify thafl possess current A -RE -[Wa-c-creditation and state of Colorado certification as an Asbestos Building Inspector. I also certify that I have thoroughly inspected the facility to be demolished, as listed in the Demolition Site block above, sampled all suspect materials, had all samples analyzed for the presence of asbestos by a NVLAP-accredited laboratory, and have determined that no Regulated ACM exists anywhere in the facility.* I also certify that I have informed the owner/operator of the facility or the demolition contractor that any asbestos -containing material allowed to stay in the facility must remain non-frlable during demolition. Specify b pe(s) of ACM remaining, below: (check appropriate box(es)): LJ Vinyl asbestos floor the (VAT) ❑ VAT mastic J4 Tar/asphalt impregnated roofing ❑ Asphaltic pipe coatings ❑ Spray -applied tar coatings ❑ Caulking ❑ Glazing ❑ Other, specify: Signature: (in Blue Ink) I Printed Name: Cathy Naccarato Date of Fnal Ins tion CO Cert # Expiration Date Telephone # Cell Phone # 10 ZO ISO 17528 2-21-17 I (303) 382-1175 (303) 921-5938 1 verify that all refrigerants from air conditioning/refrigeration appliances have been properly recovered in accordance with AQCC Regulation No. 15 (for information on CFC requirements call 692-3100). 1 further verify that all luminous exit signs (containing radioactive material) have been disposed of in accordance with 6 CCR 1007-1 subpart 3.6.4.3 (for information on luminous exit sign requirements call 303-692-3320). CHECK THE APPROPRIATE BOX: ❑ Building Owner Contractor ❑ Other Date: EU KIT) Postmark or Hand Delivery Date: I Approved By: I Code: ❑ initial -310 ❑ transfer -380 v Form of Payment & #: I Permit #: I Record # Date Issued: Regulated asbestos -containing materials means (a) , (b) that has become , (c) nonfriable ACM that will be or has been subjected to sanding, , or abrading or (d) nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the material in the course of f or operations regulated by this regulation. Note: Asbestos -containing sheet vinyl and linoleum must be properly 09/29/16 Or Current Owner/Occupant LAURIE SCRUGGS 6540 W 31ST AVE WHEAT RIDGE CO 80214-8010 Regarding Permit: 201500252; Tear off one layer house. Refoof 2 ply felt, 17 squares, 30 year Tamko. 3/12. (Excludes flat). 6540 W 31st AVE, Wheat Ridge, CO 80214-8010 Dear PERMIT HOLDER: Our Records indicate that the above noted permit was issued on 02/23/15. Our last inspection related to that permit was on NONE. The permit expired as of 02/23/16 Please contact our office within one week from the date of this letter to update us on the status of this permit, or call for a final inspection on the property. You may call 303-234-5933 or request inspections online at www.ci.wheatridge.co.us. Information needed are permit number, property address, type of inspection and date to be inspected. If the permit is not extended before October 31, 2016, the permit will become void. If you do not contact this office, and wish to resume work at a later date, you will be required to submit a new permit application, drawings with appropriate code edition information and pay applicable fees. Incomplete or inactive permits may be reported to agencies such as Jefferson County Assessor, title companies, etc., and could affect future transactions related to this property. Thank you for your cooperation concerning this matter. If we can answer any questions, please don't hesitate to contact us at 303-235-2855, option 7. Sincerely, Wheat Ridge Building Division Staff 5E X!E ovo 1 iuoi.o� 17 % i.6 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED 1 UNABLE TO FORWARD . BC: 80033800100 *1ZZO-07279-04-35 M 0 s ,, F OR OMCE USE ONLY i Pig it Pier• Building Permit Application e . . ♦ :: R :,:', r ee 4 rm: R . t r. t a �'..: ♦+ ,. r rt ♦ ♦ ♦R:. M0111ng div s, ("if diftrant than property address) Address: h 99 R i ° M f ra Mechani W.R, City License # I Fe w M Sr � #. ar f � «• ,. f' f...k.. �': f f f f f f l+� <i 1.. • � kr .9 <. MR 4 #. �.. i #:. .f # # ... #... .. F . # f � } w ". y. fw �... f.. M .. v. ::` � wi:.. # # '!: i. f .. � �. i : f .: .; f.• :' f > is >:. 4✓,.f:: fy ;. a •'f : Wf # # #f "e #1 MC #p SFr ,y # ! ♦• + .x if i fS P •w ii' « f f r i f f #- + sf 6 `# f f # € .A «: 4 - ..x: owner of t to perfom f ". R "! µ.. l and am a !f wf by t l ega l M 'w: of a [ 10� to list tim entity on Ws applicatim C ��x City of al 11 FOR OFFICE USE ONLY plan1permit # ' p, q,:�L Plan Review Fee. I Building Permit Application a r iwwof tkis 5" rom, Property Owner Emaik Mallin Addies (if diff th proper addre, 9 S. W Plumbing: Phone: Complete ell information on BOTH sides of this form Contractors City License M Phone: Contractor E-mail Address: DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-167 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :1/24/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : THOMPSON EARL C Property Address : 6540 31 ST AV Phone : 238-3840 Contractor License No. : 17522 Company : Reitz Roofing, Inc. Phone : 4273442 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurete, 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 ayree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other appli~QJNhpat Rldge ordingngfeFayork under this permit. Description : REROOF Construction Value : $2,133.00 Permit Fee : $54.00 Use Tax : $31.99 Total: $85.99 Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: m (1) This permit was issued in accordance with the provisions set torth m yopur apphca6on antl is sub1'ect to ihe laws o/ the State of Colorado and to the Zoning Regulations and Building Cotle of Wheat Rid9e, Coloretlo or any other applicable ordinances of the CiTy. O This permil shall expire i( (A) ihe work authorizetl is not commenced within sixty (80) days from issue da[e or (B) ihe building authorized is suspentled or abandonetl for a penotl ot 120 days. (3) If original Mis permit expires, a new permit may be acquiretl for a fee of one-hali the amount normally required, provitled no changes have been or will be matle in iMe exc etls ones'nd specifcations and any suspension or abandonment has not exceedetl one (1) year. It changes are matle or if suspension or abantlonment O year, lull fees shall Oe paitl for a new permit. (4) No work of any manner shall be done that will change ihe naturel Now ot water causing a drainage problem. (5) Contractor shall notiy the Building Inspedor iwenry-tour (24) hours in advance for all inspections antl shall receive written approval on inspedion wrtl Oefore proceediing with successive phases otthe job. (6) The issuance of a permit or the approval ot tlrawings and specifcations shall not be wnstmed [o be a permit tor, nor an approval o(, any violation of the provisions o! Ihe builtling cotles or any other ordinance, law, rule or regulation. JCi ~ (C'/c Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION vr.rAK i ivtLrv i UF NLANNING AND DEVELOPEMENT Applicauon Number : RI!ILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Phone : PropeRy Address Contractor License No_ : Company : Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby cenity that the setback tlistances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulalions of the City of Wheat Ridge or coveqants, easemeNS or restriclions of record; that all measurements shown, and allegalions made are accurate; that I have read and agree to abide by all wnditions prinled on this application, and that I assume tull responsibilily for compliance with the Wheal Ridge BuiWing Cotle (U.B.C.) and all other appliwble Wheat Ridge ordmances, for work under this permit. (OWNER)(CONTRACTOR)SIGNFAJIbJC ATE Description . -r_ ._c-c .,z P,'-.,;.,~ ._/rr;x,-,~i Construction Value : Permit Fee : of/ Use Tax : 1~ Total ~t5tti ~ o~~$hts, Approval : Zoning : WIMnPROMenffili Approval : Qi/bjic,~NVortks,_CoS'gnj-e ~jail Approval : Occupancy : Walls BUILDING DEPARTMENT l1SE ONLY Roof : Stories ResidenGal Units : Electrical License No : Plumbing License No : Mechanical License No : Company Expiration Date Approval ~ ~,Plans#iequi["e,d~ Company: Expiration Date : Approval _ ;Plans Retiq~iited;'~ Company : Expiration Date : Approval : ~ (1) Tnis permn was issued in accordaixe wilh the pwvisions set forth in yoWr appliwlion anE is suEjed t01he law5 d ihe State of Ca,kratlu aM lo Me Zating Regulaiions an0 Building CoOe o/ VYheal Ri09e, Cobraao or any olher applicable oWinances ol the Ciry. (2) Tnispermii shall enpire il (A) the vrork autlwrired is not commencetl wilhin sixly (60) Eays from issue tlate or (B) the buiWing authorized is wspended a abandonetl br a period of 120 tlaYs. (3) II Uis permrt exphes, a new permM1 may De acquired lor a iee o( one-hatt the amounl normally required. DrovideE rw than9e5 have Deen or wfll De made in the uriginal yians and specifcations an0 any suspension or aoantlonment has nd eacceded one (1) year. II changes are matle a if suspension a abanEOnmenl exceetls one (1) year, full fees shall be paid for a new permn. No wo,k ol any manner ihall be tlone Ihat wi0 change the naNral Ilow ol waier causing a drainage problem. (5) Cnnl~acfni 5n311 notiy Ihe Building Inspector twenty-lom (24) hours in a0vance for all inspections an0 shall receive writlen approval on inspection wrtl befae pioceC'tluny with soCCCSSivE plldses Ol the Ob. (6) The issuance of a permit w the appmval ot'Erawings and spea/icatims shan not Oe consvue0lo Oe a permit br, nor an approval o( any violation of the pmvisions of the buntling cotles or any olher orGinance. law_ mie or iequlabon Chit . Bwiding Inspector For Mayor THIS PFRMIT VALID ONIY WHEN SIGNE-D BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL 234-5933 24 HOURS PRIOR TO INSPECTION 7500 W EST 29th AV ENUE 234-5933 P.O.BOX638 ONLY WHEN Jpg ADDRESS CONTFACTOR E I 5 S ADDRES - ~ - ~ ~ CITY ~ - PHONE O DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, CO CNI ZIPCODE LICENSE N0. /S-~7 ANC RECEIPTED BELD`N. pWNER G L v` ADDRESS ~ ~ ~ _ ~ ~4Q - ZIP CODE ~ PHONE eI 00 oc> CONTRACT PRICE/S DATE _ ProitctinQ PERMIT NO MM94#4429 INSPECTION TICKET o s-~- l TYPE GroundlJ I r 2. MATERIAL 7ypa~------' SIGNS 3. II.LUMiNAT10N Yes❑ No❑ E_-'N- JOB 4. SET BACK FROM PROPERTY lME N a 5 Q qDDRESS re.,.lir~ which ia }ronl) I. TYPE SolidO More TAan 80% ODanLJ ? MATERIAL FENCES 3 SET BACN FROM PROPERTY LINE N a S❑ (SoetifY whitl+ it tront) I. oTHER Z SEWERS 3. DRAW SKETCH OR SHOW BELOW,THE FHNCE,SIGN,OR OTHERSTRUCTURE,GIVIM1~ SUBCONTRACTOR ~ tJ lSETBACKS OR PROJECTIONS DATE INSP. REQ. ~ TYPE OF INSP. INSPECTION MADE STREET NATO, ME SHOW DISTANCES FROM THE MAIN BNO DIMpX MUMJOR'AVERAGE DISTANCE STREETS, AND PERMIT FEE DISTANCE TO PROPERTY lINES, ELECTRICAL; mcL;r+ANi PERMIT ppPLICATION FOR PLUMBING; FOFtM THIS APPLICATIO PEp~MIT W OME PIRPEFt E M80 DAYSEFROM THE DATE OF ISSUANCE IOF WORK IS NOTIS ATPT~ED WITHIN THAT T~IMESPECTION DIVISION. PLUMBING PERMIT MECHANICAL PERMIT ELECTRICAL PERMIT STATE UCENSE N0._~_ ~:~i.n,. ,ee 1 CooIEIM STATE IICENSE N0._.____ _ A WRE UNOER SIZE 8 ILLEGAL FLODR IMINUL WATER 1 WASH B TEMPORARY METER BpTH T NEW SERVICE - AMPS SHOWEi CHAN6E $EAVICE -AMPS gINK LIGNTING GARBA, HEATING yVATER pOWER SUB-CIFCUITS AUTO ETC~ ITY(RANGE,DISPOSER• . UTIL DISHW FIXTUFES wioiuf. MOTORS 8 CONTROLS q - RECTFIERS REMARKS I MrebY acknowled9e thot tnis oODlica- tion is correct and understand tnot II' cannot start this eCrol'sholl complY WpiD~ eption is aP0rov tha laws o( 1he State o1 Colorado and to ths Zoninq Re9ulahona and Buildinp Code oftne City o1 Wheat Ridpe. QnY violation of the obove terma will cause immediate revocotion of this Dermil USE TAX TOTAL FEE GHIEF BUI PERMITtl - I ~ rA~ BLDG. CONTR. ` FEMARKS _ W.R.FORM &19 L $ af --d = pate Issued l,an Tho -{~t q ~~~~~~p W- aBLDG. P RMITY [ DATE: - CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS