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Home My WebLink AboutPERMIT B-9330 Laundry, Break Room, Water system 3501 Fall River Rd 2013-03-26r2e 2 3 3 - ' Received Date Received By (A Commercial Application / Building Permit Town of Estes Park copy Permit Number a — Department of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517 Application Expires General Information and Inspection Line (970) 577-3731 • FAX (970) 586-0249 " www.estesnet.com Note: Use this form for Non-residential and Mixed -use Buildings Job Address: 3 I i v d<c\ Lot: Block: Subdivision: 1 r ) Owner Name: o, -T-4; Address: Address: 3 01 r(t (Street) LLc s P L. (City) Contractor: ("1 't (A).0,rV\-e \i\ CAA S4.0 f'Y'N '10 (-Town License #: Phone: (170) frk,A.e,-- 3 50 kJ k.; ,cer AL- (street)(Cit Existing: 1c (State) The Following Applies to New Building Use(s): Work Only - Comple e all that apply: New Building ElAlteration OAddition Fire Alarm System: a1No El Yes; C 4-- j(- i- Proposed: i -4- Fire Suppression System: al No 0 Yes; Sewer:0EstespatWSjflftatjoi 'L Upper Thompson Sanitation Private Septic - Requires A )plicant to first go to the Health Department. It vet : o es - State and Town Licenses Required; Pluni6Ing Fixture Worksheet Required, Fixtures: 0 Add C:1 Relocate lE1 Replace 0 Demolish Water Service: al Existing 0 New - # of Meters: Meter Size: inches Electric Involved: 0 No El Yes - State & Town License Required, State Permit and Inspection Required. Service: CR Existing 0 New: El Overhead Type of Heat: Gas Building Height: Ft Job Description: Electric # Floors 0 Furnace Boiler Basement (sf) ls' Floor (sf) Fin --- Fin Unfit) ---- Unfi 11 El Underground; # of Meters: ; Meter Size: amps; Terg Meter: 0 No Cl Yes IFuel Gas Involved: El No al Yes - Qualifications and System Sizing Required. Ty e: Lia Natural Gas 0 LPG # of Gas Appliances / Outlets: Garage / Carport (sf) Porch w/ Roof Attached --- (81.) Detached ---- 21° Floor (sf) Fill Unfin----- 9,1 Deck w/o Roof (sf) ' otal Valuations (Labor & Itteri061s3),4 3,,,7 certify this application is true and correct and agree to perform the work described according to plans/specifications submitted, reviewed and approved, and comply with local ordinances, state ancl federal Inws as well as building codes, I certify that I have the property owner's authority and permission Co apply for this permit, Additionally, I UNDERSTAND THAT I AM RESPONSIBLE FOR ANY FEES OR EXPENSES INCURRED FOR PLAN REVIEW, PERMITS, INSPECTIONS AND OTHER FEES ASSOCIATED WITH THIS APPLICATION, gt Contractor El Owner's Agent 0 Tenant --manor Ct -EC; ( 0 • cm C) Signature. Job Description: :-L-9 56AdICC-75."Si r.f.r047.5 Applicable Type of Occupancy Class(es): Code(s): ce)e„'''),;::' Construction: Date R)int) (c Zi•int Name '1"f"' Office Use Only '1"' Occupant Load(s): Variances: Setbacks Front Zoning .4 Owner 4411-7—All doad(s): fraza rds Geo Wildfire Flood Building Official I, Sides Rear 4/11'44"4„<de River Census ti Date Permit Expires Lot Size: sf/ac Parcel #: 3541.4.7) Phone: (T()) 5SC, Q.-) 1 (State) (Zip Code) go5Li (Zi Code) Application Information Public Works Water Light & Power Planning Fire Department 13tilkling Plan Review County Tux Certificate of occupancy Total htlikilligkteP1 \FfIr)fls\i\ PPlicati"i'\13"liellog‘cornmervial Builtlinc ni1,1;,,„ .... BAAVAA Approved Di pproved Fees der (ez-d) Lek). 420 M.- 24.e7d 41, From:9705861049 01/16/2013 09:44 #530 P.002/002 01/16/2014 09:33AM 9705771860 DELLA TERRA LLC "Received Date Received By Town of Estes Park ...Application for Building Permit .p.partmant of Building Safety 170 MacGregor Avenue P.O. Box 1200 Estes Park, CO 80517''. General information (970) 577•37Z6 • FAX (970) 586.0249 • wWW.estes.or4 PAGE 02/02 • Permit Number e - � 3 -) •JobAddress: �s.' �,�� .v Lott — Blockt Subdivision: Owner Name: -- < Address: (Stree Contractor: Address: Lot Size: sf/ac ParceI #: S/ CO 2 Phone: 49 9- f•tc as - (City) (State) Zip Code n License p: Phone: Approval on non Town entities Is the responsibility of the permit applicant. ' Please obtain the appropriate approval(s) of the following authorities, as advised/highlighted by the Building Official. Each authority will have its own requirements, policies and procedures, and fees which are distinct and separate from Municipal requirements and fees. Permits will not be issued, prior to obtaining required approvals. 1. SANITATION DISTRICTS -Upper Thompson Sanitation District ❑ Estes Park sanitation New Construction Adding, Relocating or Vacating Plumbing Fixtures Adding Square Footage to Existing Building Footprint Adding or Vacating Septic System 01 ferceptor/Grease Interceptor Approved Date 2. LARIMER COUNTY HEALTH DEPARTMENT Commercial Food / Drink Preparation Alcohol Sales (On Premise) Day Care (6 Or More Children Under Age 1,8) [j Septic System Sewer Lift Stations Public Swimming Pools / Spas / Hot Tubs Approved Date 3, ESTES VALLEY FiRE PROTECTION DISTRICT STATION CO MENTS: jllotp: New Interior Grease Traps are prohibited by the Building Department and the Health Department, HEALTH DEPT, COMMENTS: FIRE DISTRICT COMMENTS:: Approved Date 1lServer13133ui1diag1Forme1AprilleaiinnstBuilding Page 2 Revised 12/02/201 i - iCT From:9705861049 01/16/2013 09:43 #530 P.001/002 P.O. Box 568 • Estes Paris. CO 80517 Ph: 970-586-4544 • Fax: 970-586-1049 www.utsd.org Cover Letter 1/16/13 To: Charlie Phillips Fax: 5860249 Copy: Delle Terra LLC Attn: Darell Fax: 577-1860 From: Noel Pointer Upper Thompson Sanitation District 970-586-4544 Re: Town of Estes Park Application for building permit Environmental Protection Through Wastewater Collection and Treatment r- -(1 E -61 m C7VOlc:1-4.1) elt7'GraN 17* CZ o " C-TV'ic,1 0 r —1 A -0 0 r -n -n 0 4N. 0 CI • n -a --I • :1 ])- z L, -0 LA NER COUNTY BUILDING DEPART MEN T 200 WEST OAK STREET FORT COLLINS, CO 80522, 970-498-7683 LAR!MER COUNTY MI\ FO ALM. � Q�IN�M;\f51(.J \ 0 \ 0\ WALLS :55 CO AN 9' -0" CONMt FO1.Al17A11ON WALL5 Le5511-AN 3' -0" IN !Hatt .1-- vz" Nn�xaars� ar' oc��, EM'r' 7 7" MN. B W"14J 12" a E,141 C9-1-PLATE 6"min ftP & t%?ffOM MN. FK05fGUM SO" CiLGW all 1lF.AAte9 TO lF COMM Gf FOO1F. di 16' I L�551NAN 36" reGva IzY-WAYC ECtrial ova 1/2' ROM CG1 i5Ate%' Oc. EMWAV 7" MN. 2 WOW 12" Gf flGI EA17 Cf rU11E 3-#4 R OAR RGUPI LY • S'Aatt w/ 11 te? Mil POfTOM NOf LE55 WN 3" MGR MGM ii-wi 6" FROM frR 1GP OR 901TOM Gf Ile WPU. I1Z AcT0: 10" FOR 2 FLOGR5 12" FOR 3 FLOORS 8'1A, f0: i 20" FOR 2I -� 24" FOR 3 FLOORS GONG FOUJi2A110N WALL5 more VAN 5' AND LE5511-TAN 7' IN H:!adf I/ 2' PNL}Y1K COW Mid' OZ. am -rev 7" MN. 2, ',MINN 12' Cr'/O1 EAV Cf A-xh WAR EQUALLY Wa' W11N 11 Tv1' & OO1TOM OAR5 NOf L 551NPN 5" NOR mcve 1NAN6" FROM iFI*GP OR COMM OF fit FGtWAl1ON WALL IM Ax 1010" 3 FLOORS —16" 6"min. azAvt PROVIDE KEY -WAY 0 ROUGHEN SURFACE CONCYl1>; FOIWA11ON WALL5 MGM THAN 3' All, LX5511-41 5' IN Eflalf INCREAx 1010" FOR 5 FLOORS •\ H>_3'& H< 5' FOI.1NnAt1ON WALL MOM VAN 7' AMP 1.e551HNw19' 1N 1i161-!f INCAM 1010" FOR 3 FLOOD * 6"mn H .11'& H< 9' — 10" FOR 2: ! 00R5 12" fa 3 FLOORS IA`k T0: 20"FOR 2FLOORS 24" FOR s FLOORS PVvlZ ITV-WAY02 16" c* FO..UNOA110N WALLS XMOING 9' -0" IN NEIGN1" A MQLIM0 1"0 05IGNE013Y A COLO1 A00 kE6I51iM0 NGIW'P. **gW- N WALKOUT" IAS EN15 rXI5�"-' k11CAL=#4 t i3IAI 15 ►?EOlall Et2 IN THE WALL AT "2"o,c, ** I: 2' AI,C-VRCatSAti' oL. :MCErw 7' M'N, & W 4112" Cf Cf A l FLAZ 5-#4 REM EG ALY S'Paw9 Wi1N 11t TOP & GOfTOM OARS NO1(. 55 114W 3" NOR MG1 VAN 6" FROM IFg TOP GR ;0fT0M Or 1I POLWA1IGN WALL LCP6-11A 9/ 2/ 98 24-00-00 0 0 0 0 0 CO 0 O 0 4-00-00 20-00-00 ra Al co Al 4-00-00 Builder: Designer: Address: Model: Project: ob No.: PLACEMENT PLAN HILL COUNTRY CUSTOM HOMES 01 FALL RIVER ROAD, ESTES PARK, 20-00-00 24-00-00 Shop Drawing Approval Aproved By: Date: A 0 0 0 0 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building componentsto be Incorporated Into the Waling design at the specification OR. building destoner. See Individual design sheets for each truss design Idontifrod on the placement drawing. The Wading designer Is respons bl. for temporary and permanent bracing of the roof and floor system and for the ovetas structure. The design of the buss support structure including headers, beams. mills, and columns is the responsibtly of the bulding dealgner. For general guldance raga rding bracing. coma( 'Bracing of wood trusses' available front the Truss Plato Insb0Ne, 583 D'Ontfrio Drive: Madison, WI 53179. Job MG_120 Truss Al Truss Type Common Truss Qty 2 Ply 1 Hill Country Custom Homes Job Reference (optional) Probuild, Littleton, CO 7.250 s Apr 21 2011 MiTek lndustries, Inc. Wed Jan 02 07:24:51 2013 Page 1 I D: mZtc9DGR3YNkh rknScXvRIzcyi6-L6rLSpLUq?KTkdOajlwWFtPA9eGZAiwggGXE2OzzSDF 1 -1-4-0 I 10-0-0 20-0-0 21-4-0 1-4-0 10-0-0 10-0-0 1-4-0 Scale = 1.35 4 4,4 = r 10 V MI 6.00 riT 8 12 : r 3 T1 4 STE ST7 STE r 14 rr- ST5 ST9 ST4 ST1 r 15 r T3 2 8T4 T2 Y : ST1, 3,6 a Tt 16 II Y et Y Y Y Il Y Y B2 i II Y w srr:r ;t73 f3fd ti sf5ff5. K: i'3,f::kii;'r5:{{i::*h2}.'. `vW"s.- ?:+Ei'h'.c% $ f$"ifl ...,<V,Ii 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3,6 II 5,6 = 20-0-0 20-0-0 Plate Offsets (X,Y): [16:0-3-8,0-1-81 [25:0-3-0,0-3-0], [32:0-3-8,0-1-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Lid PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.17 Vert(LL) -0.02 17 n/r 120 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.03 17 n/r 120 BCLL 0.0 * Rep Stress Ina Yes WB 0.08 Horz(TL) 0.01 18 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix) Weight: 96 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection in accordance with Stabilizer Installation guide. REACTIONS All bearings 20-0-0. (Ib) - Max Horz32=-265(LC 5) Max Uplift All uplift 100 Ib or less at joint(s) 25, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19 except 32=-182(LC 7), 18=-182(LC 7) Max Gray All reactions 250 Ib or less at joint(s) 25, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19 except 32=328(LC 11), 18=328(LC 12) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-32=-298/193, 8-9=-63/259, 9-10=-48/259, 16-18=-298/193 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph; TCDL=6.0psf; BCDL=6.opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 26, 27, 28, 29, 30, 31, 24, 23, 22, 21, 20, 19 except (jl=lb) 32=182, 18=182. 12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job MG_120 Truss A2 Truss Type Common Truss Qty 8 Ply 1 Hill Country Custom Homes Job Reference (optional) Probuild, Littleton, CO 7.250 s Apr 21 2011 MiTek Industries, Inc. Wed Jan 02 07:24:53 2013 Page 1 ID: mZtc9DGR3YNkhrknScXvRlzCyi6-HUz6tUMkMcaB_xyzrjy_KIUTKRgYeyV77a0L6GzzSD -1-4-0 , 5-1-12 10-0-0 14-10-4 20-0-0 21-4-0 1-4-0 5-1-12 4-10-4 4-10-4 5-1-12 1-4-0 Scale = 1:35. 60012 2x4 47 4x6 = 2x4 i 4 rr v4 vrz z 3x4 , r 3x4 4 t Bi B2 6 10 5x6 = 5x6 II 5x6 11 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets (X Y): (2:0-2-8 0-0-1] 18:0-3-1 0-0-1] (10:0-4-0 0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/dell Ud PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.13 10-17 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.33 10-17 >722 180 BCLL 0.0 * Rep Stress Inc( Yes WB 0.34 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code IBC2009/TP12007 (Matrix-M) Weight: 74 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc puffins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD WEBS 2 X 4 SPF No.2 Rigid ceiling directly applied or 8-4-14 oc bracing. SLIDER MiTek recommends that Stabilizers and required cross bracing be installed Left 2 X 4 SPF No.2 1-6-0, Right 2 X 4 SPF No.2 1-6-0 during truss erection in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=1447/0-5-8 (min. 0-2-4), 8=1447/0-5-8 (min. 0-2-4) Max Horz2=-234(LC 5) Max Uplift2=-568(LC 7), 8=-568(LC 7) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-903/0, 3-4=-2003/732, 4-5=-1516/565, 5-6=-1516/565, 6-7=-2003/732, 7-8=-903/0 BOT CHORD 2-10=-469/1707, 8-10=-469/1707 WEBS 5-10=-215/703, 6-10=-587/349, 4-10=-587/349 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 5 degree rotation about its center. 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 20.0psf 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) 11=568, 15=568. 7) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job MG_120 Truss A3 Truss Type Common Truss Qty 4 Ply 1 Hill Country Custom Homes Job Reference (optional) Probuild, Littleton, CO 7.250 s Apr 21 2011 MiTek Industries, Inc. Wed Jan 02 07:24:54 2013 Page 1 I D: mZtc9DGR3YNkhrknScXvRIzCyi6-Ih WU5gN N7wi2b579ORTDtW 1 e?rAoN_YHM ElvejzzSD" f 5-1-12 ( 10-0-0 14-10-4 20-0-0 21-4-0 5-1-12 4-10-4 4-10-4 1 5-1-12 1-4-0 Scab =133.9 48 = 6 C012 2x4 0 2x4 i 3 5 •J 3x4 63x4 v 61 I 820. I 5 5x6 = 5x6 II 5x6 II 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets (X Y): [1:0-2-8 0-0-1] [7:0-3-1 0-0-1] [9:0-4-0 0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (toc) I/dell Ud PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.13 9-12 >999 240 MT20 197/144 TCDL 10.0 Lumber lncrease 1.15 BC 0.53 Vert(TL) -0.34 9-12 >709 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.35 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix-M) Weight: 72 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD WEBS 2 X 4 SPF No.2 Rigid ceiling directly applied or 8-2-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed SLIDER Left 2 X 4 SPF No.2 1-6-0, Right 2 X 4 SPF No.2 1-6-0 during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=1295/0-5-8 (min. 0-2-1), 7=1452/0-5-8 (min. 0-2-4) Max Horz1=-260(LC 5) Max Upliftl=-440(LC 7), 7=-572(LC 7) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1034/77, 2-3=-2027/752, 3-4=-1529/576, 4-5=-1528/574, 5-6=-2013/741, 6-7=-903/0 BOT CHORD 1-9=-493/1736, 7-9=-477/1716 WEBS 4-9=-226/717, 5-9=-587/348, 3-9=-609/367 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph; TCDL=6.0psf; BCDL=6.opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 5 degree rotation about its center. 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=lb) 10=440, 14=572. 7) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/fPI 1. 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job MG_120 Truss A4 Truss Type Common Truss Qty 7 Ply 1 Hill Country Custom Homes Job Reference (optional) Probuild, Littleton, CO 7.250 s Apr 21 2011 MiTek Industries, Inc. Wed Jan 02 07:24:55 2013 Page 1 ID: mZtc9DGR3YN khrknScXvRIzCyi6-Dt4sIAO?uDgvDFiLy8_SPjZpIF W 16RoQ buVSB9zzSD( 5-1-12 10-0-0 14-10-4 20-0-0 21-4-0 5-1-12 4-10-4 4-10-4 5-1-12 1-4-0 Scale 51:33.9 4x6 = 6.00 12 2x4J 2x4 i 3 5 41. 4 07 W2 3.0 O 2 663x4 j M `. e1 62 6 c+ IIM 5x6 = ► 5x6 II 5x6 II 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets (X Y): [1:0-2-8 0-0-1 1, [7:0-3-1 0-0-1], [9:0-4-0 0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 45.0 Plates lncrease 1.15 TC 0.38 Vert(LL) -0.13 9-12 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.53 Vert(TL) -0.34 9-12 >709 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.35 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code IBC20091TP12007 (Matrix-M) Weight: 72 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc puffins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD WEBS 2 X 4 SPF No.2 Rigid ceiling directly applied or 8-2-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed SLIDER Left 2 X 4 SPF No.2 1-6-0, Right 2 X 4 SPF No.2 1-6-0 during truss erection in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 1=1295/Mechanical, 7=1452/0-5-8 (min. 0-2-4) Max Horz1=-260(LC 5) Max Upliftl=-440(LC 7), 7=-572(LC 7) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1034/77, 2-3=-2027/752, 3-4=-1529/576, 4-5=-1528/574, 5-6=-2013(741, 6-7=-903/0 BOT CHORD 1-9=-493/1736, 7-9=-477/1716 WEBS 4-9=-226/717, 5-9=-587/348, 3-9=-609/367 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 5 degree rotation about its center. 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 (jt=lb) 10=440, 14=572. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job MG_120 Truss B1 Truss Type GABLE Qty 1 Ply 1 Hill Country Custom Homes Job Reference (optional) Probuild, Littleton, CO 7.250 s Apr 21 2011 MiTek Industries, Inc. Wed Jan 02 07:24:58 2013 Page 1 I D: mZtc9DGR3YNkhrknScXvRIzCyi6-eSm?xCQtB8CU4iRwdGY91 M BIzSa1 J posHrj6nUzzSD -1-4-0 ( 5-6-12 10-0-0 14-5-4 20-0-0 21-4-0 1-4-0 5-6-12 4-5-4 4-5-4 5-6-12 1-4-0 I Scale =1:35. 4x4 = 0 r 11 Y 12 3x4i 600 12 y 3x4 7 5 r 15 4 3x4 % W1 3x6 3x4 3 2 r 5T1 ST2 5T3 ` I Y 1] yr 7]� PI Y PI A A A A V. et r Y r 82 r r Y 30 29 28 4x6 II '', .. ;' ro,..,'\„ 'J,:4S:}-. .,....%:$t`}}}54,• .,f .., }y , .; ., ., ,� _ L,. . '2 'ya`'+$,3 £<1f,�S'.i!: #yt2:;2 ? 4• V: 4' i'.3i'.. }� ,:Y::'' f . _yfyv.,.a / YyY`y+:1{ vt:• LC yjr n: }�,,::}f $.: i i MIN'''. v'f2� L:h.L}J , : . -,. v> Mg.:::'L3M&r:$._Z. • � `{. }A 46 II 26 25 24 23 22 21 20 5xe= 5-9-8 5-4-0 5$ I1 10-0-0 14-5-4 20-0-0 5-4-0 0$-I 4-2-8 4-5-4 ( 5-6-12 0-2-12 Plate Offsets (X,Y): [2:0-2-13,0-0-5], 118:0-2-13,0-0-5] [25:0-4-0 0-3-0) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.45 Vert(LL) 0.01 26-27 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.38 Vert(TL) 0.01 26-27 >999 180 BCLL 0.0 ' Rep Stress Incr Yes WB 0.27 Horz(TL) 0.01 18 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix-M) Weight: 108 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 2 X 4 SPF No.2 JOINTS 1 Brace at Jt(s): 32, 34 OTHERS 2 X 4 SPF No.2 SLIDER Left 2 X 4 SPF No.2 1-6-0, Right 2 X 4 SPF No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 13-9-0 except (jt=length) 27=0-5-8, 18=0-5-8, 18=0-5-8, 18=0-5-8. (Ib) - Max Horz27=-234(LC 5) Max Uplift All uplift 100 Ib or less at joint(s) 26, 22, 21, 20 except 25=-207(LC 7), 23=-133(LC 11), 27=-1064(LC 7), 18=-122(LC 7), 24=-126(LC 7) Max Gray All reactions 250 Ib or less at joint(s) 23, 18, 26, 22, 21, 20, 18 except 25=445(LC 1), 27=1478(LC 1), 18=309(LC 12), 24=326(LC 12) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-690/898, 4-5=-641/897, 5-6=-635/957, 6-7=-597/948, 7-8=-131/301, 8-9=-119/339, 9-10=-91/368, 10-11=-90/364, 11-12=-111/329, 12-13=-182/363 BOT CHORD 2-30=-766/720, 29-30=-766/720, 28-29=-766/720, 27-28=-766/720, 26-27=-766/720, 25-26=-766/720 WEBS 10-25=-498/191, 25-33=-252/303, 33-34=-213/275, 13-34=-238/291, 7-32=-321/575, 31-32=-356/628, 25-31=-320/575, 7-27=-982/665, 24-34=-282/165 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 140mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 5 degree rotation about its center. 6) Gable studs spaced at 1-4-0 oc. 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 20.0psf 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 26, 22, 21, 20 except (jt=lb) 25=207, 23=133, 27=1064, 39=122, 24=126, 39=122. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job MG_120 Truss B2 Truss Type Common Truss Qty 1 Ply 1 Hill Country Custom Homes Job Reference (optional) Probuild, Littleton, CO 7.250 s Apr 21 2011 MiTek Industries, Inc. Wed Jan 02 07:24:59 2013 Page 1 I D: mZtc9DGR3YNkhrknScXvRI zCyi6-6eKN8YRVySKLis06B3OaZkR8swb2FfOWTgKwzzSD -1-4-0 ( 5-6-12 10-0-0 14-5-4 20-0-_0 21-4-0 1-4-0 5-6-12 60012 4x44 3x4 i 2 fir. 4-5-4 { 4-5-4 4x4 = ( 5-6-12 4x4 6 23x4 ( 1-4-0 Scale -135.. y B1� ■ B2 II dx6 II 5-4-0 5-S-12 12 5,23 = x6 II 26 II bx6 10-0-0 14-5-4 20-0-0 5-4-0 0-2-12 4-5-4 4-5-4 5-6-12 Plate Offsets (X,Y):12:0-3-1,0-0-9],,8:0-3-1,0-0-91�11:0-4-0,0-3-013-1,0-0-9�11:0-4-0,0-3-01 LOADING(psf) TCLL 45.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr Yes Code IBC2009/TPI2007 CSI TC 0.61 BC 0.36 WB 0.36 (Matrix-M) DEFL in (loc) I/dell L/d Vert(LL) -0.04 11-12 >999 240 Vert(TL) -0.06 10-19 >999 180 Horz(TL) 0.01 8 n/a n/a PLATES GRIP MT20 197/144 Weight: 79 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD BOT CHORD 2 X 4 SPF No.2 BOT CHORD WEBS 2 X 4 SPF No.2 SLIDER Left 2 X 4 SPF No.2 1-6-0, Right 2 X 4 SPF No.2 1-6-0 REACTIONS (Ib/size) 12=2004/0-5-8 (min. 0-3-2), 8=889/0-5-8 (min. 0-1-8) Max Harz 12=-234(LC 5) Max Upliftl2=-1113(LC 7), 8=-296(LC 7) Max Grav12=2004(LC 1),8=976(LC 12) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-317/569, 3-4=-664/1019, 4-5=-389/161, 5-6=-495/124, 6-7=-991/164, 7-8=-327/0 BOT CHORD 2-12=-769/735, 11-12=-769/735, 10-11=0/886, 8-10=-68/886 WEBS 5-11=-307/178, 6-11=-702/376, 4-11=-481/1145, 4-12=-1790/942 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-05; 140mph; TCDL=6.opsf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 5 degree rotation about its center. 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 7) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard 8) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Structural wood sheathing directly applied or 5-6-7 oc punins. Rigid ceiling directly applied or 5-5-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. MWFRS (all heights); cantilever left and right tall by 2-0-0 wide will fit between the bottom except (jt=lb) 12=1113, 17=296. ANSI/TPI 1. Job' MG_120 Truss B3 Truss Type Common Truss Qty 1 Ply 2 Hill Country Custom Homes Job Reference (optional) Probuild, Littleton, CO 7.250 s Apr 21 2011 MiTek Industries, Inc. Wed Jan 02 07:25:02 2013 Page 1 ID:mZtc9DGR3YN khrknScXvRIzCyi6-WD? WmZTOFNjwZKkhs6c5CCMzQ4w_Fa4SCThKxFzzSD` 5-6-12 10-0-0 14-5-4 20-0-0 5-6-12 4-5-4 4-5-4 5-6-12 Scale=1.31.2 4e4 = 600 12 4a6 i 4a6 2 T1 e W1 W WS — i'' .I 81 __ 82 D- c 4e8 = XHU526 HUS26 2 HUS26 6 HUS26 HUS28 8 /�\/ 8e12 = HU5262a6 II 2,8 It HUS26 4e6 = 5-4-0 5--12 10-0-0 14-5-4 20-0-0 1 5-4-0 0--2 4-5-4 4-5-4 5-6-12 Plate Offsets (X Y): [6:0-5-12 0-1-0] [7:0-6-0 0-6-0] [8:0-5-12 0-1-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.55 Vert(LL) -0.08 6-14 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.44 Vert(TL) -0.14 6-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code IBC2009/TPI2007 (Matrix-M) Weight: 209 Ib FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-5 oc purtins. BOT CHORD 2 X 8 DF 1950F 1.7E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SPF No.2 REACTIONS (lb/size) 5=4812/0-5-8 (min. 0-2-9), 8=6713/0-5-8 (min. 0-3-9) Max Horz8=-236(LC 5) Max Uplift5=-1644(LC 7), 8=-2684(LC 7) Max Grav5=4847(LC 12), 8=6713(LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or Tess except when shown. TOP CHORD 1-2=-320/397, 2-3=-3679/1269, 3-4=-3760/1267, 4-5=-7323/2467 BOT CHORD 1-8=-242/348, 8-15=-292/348, 15-16=-292/348, 7-16=-292/348, 7-17=-2093/6444, 17-18=-2093/6444, 6-18=-2093/6444, 6-19=-2093/6444, 19-20=-2093/6444, 5-20=-2093/6444 WEBS 3-7=-1013/2988, 4-7=-3861/1500, 4-6=-1084/3202, 2-7=-1441/4115, 2-8=-4558/1782 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied 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 Toads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-05; 140mph; TCDL=6.0psf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Plates checked for a plus or minus 5 degree rotation about its center. 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 20.0psf 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 (jt=1b) 12=1644, 8=2684. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 6-0-12 from the left end to 16-0-12 to connect truss(es) A4 (1 ply 2 X 4 SPF) to back face of bottom chord. 12) Use Simpson Strong -Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 18-0-12 from the left end to connect truss(es) A4 (1 ply 2 X 4 SPF) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-110, 3-5=-110, 9-12=-20 Concentrated Loads (Ib) Vert; 7=-1275(B)15=-1275(B)16=-1275(B)17=-1275(B)18=-1275(B)19=-1275(B)20=-1275(B) 0)—rnst 3 / t 1- P44.7., 41o"I 1- De 11 a Werra Mountain Chateau Permit *1E3-'3330 11045-3uiltll Handicap accessible bathroom 4v, - .06) c4e RR: Psa,rmi4 43 330 rcc 9§ 8 § tu 8' Rise l' Mack P)pe / 0 2,0 00 0 cr