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HomeMy WebLinkAboutB13-0192 � �.' Community Development Department 75 South Frontage Road Vail, Colorado USA 81657 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: New single family Name and description of project 625 Forest Road Vail, Colorado 81657 Address of project: Vail Custom Home Collection c/o Scott Turnipseed P.O. Box 3388 Eagle ,Co. 81631 Owner name and address _ 2012 IRC IBC Edition: Occupancy Group(s): R�3 Type(s)of Construction: VB B 13-0192 Permit Number(s): Occupant Load: Martin Haeberle,Chief Building Official Yes Sprinkler System Y/N Type: 07/06/2015 Date March 17, 2014 Patriacca Const. — Private Residence 625 Forest Road Vail, CO To Whom It May Concern: 61408 Jay Jay Road. Montrose, CO 81401 Phone — 970.249.0801 Fax — 970.249.1298 013-61qZ- E MAR 1 ?. 2014 TOWN OF VAIL This letter is in regards to the residential construction at the above listed address. I have been communicating, and working with J.P. In regards to correcting any and all conditions to the above listed residential home! The issues we have had to accommodate are for the repair of floor trusses in several locations, due to the need to remove sections of the floor trusses to allow for lighting, electrical, or any other reason for general construction of this home! J.P. and myself made the determining decision to replace some of these floor trusses completely with the addition of LVL joist to carry any and all tributary loads in theses location! Accompanying this letter I have included (2) LVL option for the replacement of any floor truss within the residence! I am also including an additional repair drawing for the repair of top chord sections due to any and all reasons for the removal or notching of any chords of the floor trusses! Please feel free to contact me with any questions or comments! Sincerely, \�Pvw'� Dennis Jones Sales & Design Manager i�1 C O Il p T G C " MEMBER REPORT Level, Floor: Joist PASSED 1 r 1 piece(s) 13/4" x 117/8" 1.9E Microflam® LVL @ 16" OC Overall Length: 19' 3" "L'. • :l+,l> -4� p -.: l•a 'T•ri...•M M t•� 4h. Ye i' °� {`}y1E., +'• °�;}^iAat?.a •a!yy''y9 r' :#�,''h."tT' r q.a%i`a- W� +. S N e t ?., e8t9� � °l •>_'. '1rt4," •e;:r Y.. v.`.`S{'. 4. .rt`.Y}y'�• ^�• , �. U..,•);:;a..u; {.,:.4�.. 1 {ri..�n ?A Vr.ix'w.�$,h i'E.irt`M1:: :4i.• ._'p3,:vi.hyn. �y- y�.'.'C�•:SSY .'qn. _ n`F,:.'•.Cf �.G!", �S'X,„r" ' viY.yl'^".:,k:�. 'siw.."`L:'�",.'M.. nj ^"A r .U:':::t;.� u1::T '•'i.. :v�4 Y.i{d:: ', _ .. YY.1'! - =',.: :t .:l'. 4:^..L .: � �: •;::�:._.. - .•.,':�.t^'t'St ..,.d; ,�lS�r_ y.,�91�. :.t 1,.�:.�. >_:...�- .,,._. ,,.:::: r,::r:%?:an:vr.�u.•ni..:.....�. .n � `i':`.. - __ .,ai:.-- �i^i'ie }i�W,i ,..,. 1,��:.y...R•:H e: �:_t —'A .b: a..�.z.,"^s;':.;iw^•"w ^..,. - _ � fir• ':F.' ,.C........! x-�y .ss,.�;{ r:1r.,. ;,�. A.a•;:.i�:.�&. :aa,�,:, ; _�izc -zu'y'� _ _ :'+arY,,,L' - :.. _. _;� 0 9 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Deflection criteria: LL (1-1460) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 11' 3 3/8" o/c unless detailed otherwise, Proper attachment and positioning of lateral bracing is required to achieve member stability. A 4% increase in the moment capacity has been added to account for repetitive member usage. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge`" Panel (24" Span Rating) that is glued and nailed down. Addttlonal considerations for the TJ -Pro" Rating include: None F ..' ) ) t f 1 1k `TUU tY¢'�" a l'f1r, ,.F .., .. .., '.y t ... WIN f .,. f'n h.. -. t .j...1... t_�, lordtQQrhgfnrtkii.W " Member Reaction Ibs) 857 @ 21/2" 1673 (2.25 ") Passed 51 %) 2,25" 1.0 D + 1.0 L All Spans) Shear (Ibs 751 @ 1' 3 3/8" 3948 Passed 19 %) 1.00 1.0 D + 1.0 L All Spans) Moment (Ft -Ibs) 3990 @ 9'7 1/2" 9281 Passed (43 %) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (In) 0.320 @ 9' 7 1/2" 0.471 Passed (L/705) 1.0 D + 1.0 L (Ail Spans Total Load Defl. (in) 0.481 @.9'7 1/2" 0.942 1 Passed (L/470) 1.0 D + 1.0 L (All Spans) TI-Pro'" Rating 47 40 Passed L- Deflection criteria: LL (1-1460) and TL (L/240). Bracing (Lu): All compression edges (top and bottom) must be braced at 11' 3 3/8" o/c unless detailed otherwise, Proper attachment and positioning of lateral bracing is required to achieve member stability. A 4% increase in the moment capacity has been added to account for repetitive member usage. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge`" Panel (24" Span Rating) that is glued and nailed down. Addttlonal considerations for the TJ -Pro" Rating include: None F ..' ) ) t f 1 1k `TUU tY¢'�" a l'f1r, ,.F .., .. .., '.y t ... WIN f .,. f'n h.. -. t .j...1... t_�, t �.. {[� f 'G4j_r.• ; .. .. .. yE ` {t .Y... A... -f `3 .YaytY lyl� #t� 1 - Stud wall - SPF 3.50" 2,25" 1.50" 289 578 867 1 1/4" Rim Board 2 - Stud wall - SPF 3,50" 2.25" 1.50" 289 578 867 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above It, bypassing me memoer being aesignea. } ',i1 k rl� Yt ,Ga`A.•�pYr �. rtyttS �� ¢.z 1, ,i �' 3 �ha K,R � `3 .YaytY lyl� #t� %J(� Pf�A� � t ; i i Yfi�': �y[ j'M1i .�'. Y 7 - l'dy'; �y�"�y1��QG.Y;`tZA'� 1 F : �' 1•{!`�4 "�pl�j 1 - Uniform (PLF) 0 to 19' 3" N/A 30.0 60.0 Residential - Uving Areas Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design Criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. 1 The product application, input design loads, dimensions and support information have been provided by Forte Software Operator System : Floor Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology: ASD ^A SUSTAINABLE FORESTRY INITIATIVE IF F R T r O " MEMBER REPORT Level, Ftoor,• Joist PASSED tC//I f R I G 1 piece(s) 13/4" x 14" 1.9E Microllam® LVL 0 24" OC v Overall Length: 19'Y fr �.a •'3.;+ .lam. •. ^..l' __ ':i {L ^SP}:'�Ri[c�} �S'K:'", - �N:' -'W' 1........:.,. 0 a All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. ' !'a^# •t^t'� {.1�`.. ., \ ^• , I, t'i. i�, . _ } tt Member Reaction (Ibs) 857 @ 2 1/2" 1673 (2.25 ") Passed (51 %) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 735 @ V5 1/2" 4655 Passed (16 %) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-(bs) 3990 @ 9' 7 1/2" 12614 Passed (32 %) 1.00 1.0 D + 1,0 L (All Spans) Live Load Defl. (in) 0.193 @ 9'7 1/2" 0.471 Passed (L/999 +) -- 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.290 @ 9'7 1/2" 0.942 Passed (L/780) 1.0 D + 1.0 L (All Spans) T] -Pro'" Rating 47 1 40 Passed - Deflection criteria: LL (U480) and TL (1.1240). Bracing (W): All compression edges (top and bottom) must be braced at 13' 3 5/8" o/c unless detailed otherwise, Proper attachment and positioning of lateral bracing Is required to achieve member stability. A 4% increase In the moment capacity has been added to account for repetitive member usage. A structural analysis of the deck has not been performed. Deflection analysis Is based on composite action with a single layer of 23132" Weyerhaeuser Edge" Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the TI -Pro`" Rating include: None �����4�T `��17A 'ig i � ' f,N�. �Lr:� �'"@j♦ j �Ry �t��lr�+ J C Ott ai • v � ��a 4 � � ("'; p 4 L ASa`� 'i a • , a k(`�fffaaa"`1W:i'S ' L , k tty- e�3 •;�`�r.,,� �5,�� �t. $.d a= � .�Nt,AY".. ..ff 1, i• 1K �/ '1�i'!• f 4 1Sk )k 3Tile. �y 'r4 w�f r,,4 tits.:taa'E.l�itliTSTs�itii '3.- it:�tik• i{ r.ss�l:,k= tY.tii, IY�il (.SS,.•`49Y.�i4 X1`4 ♦ y �i1st..i i�'.ai li' .!4'>i} 1r • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser productdesign criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www,woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third party certified to sustainable forestry standards. The product application, Input design loads, dimensions and support information have been provided by Forte Software operator System : Floor Member Type : Joist Building Use: Residential Building Code : IBC Design Methodology: ASD 7 SUSTAINABLE FORESM INITIATIVE *t�ITWI� Icy- +„f�:tihJ. ,n%GSt.Ih L {FU .,il•.}- S A♦.., .s•'s"Jsvj>•` Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser productdesign criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www,woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third party certified to sustainable forestry standards. The product application, Input design loads, dimensions and support information have been provided by Forte Software operator System : Floor Member Type : Joist Building Use: Residential Building Code : IBC Design Methodology: ASD 7 SUSTAINABLE FORESM INITIATIVE "TANDARD REPAIR DETAIL FOR REMOVING A M11 /SAC -1$ 4 /22JcO04 PAGE 1 SECTION OF THE END PANEL OF A FLOOR TRUSS ress�r r.T.w.►sr.W. MITek Industries, Inc, Western Division REFER TO INDIVIDUAL TRUSS DES IGN FOR PLATE SIZES AND LUMBE G RADES APPLY 2X042" SPF N0,2 (OR BETTER) SCAB TO ONE FACE OF TRUSS WITH 1 ROW OF 10d {3e X 0,131"} NAILS SPACED 3" O.C. 1. THIS IS A SPECIFIC REPAIR DETAIL TO BE USED ONLY FOR ITS ORIGINAL INTENTION. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED, THE ENTIRE TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED, WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR, 3, THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. 4, LUMBER MUST BE CUT CLEANLY AND ACCURATELY AND THE REMAINING WOOD MUST BE UNDAMAGED, 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES WITH 40- 10 -0 -5 LOADING IN THE 3X OR 4X_ ORIENTATION ONLY. B. CUTTING IS PERMITTED WITHIN 112" OF CONNECTOR PLATES, AND MUST NOT AFFECT PLATES IN ANY WAY, APR 16 20 ® iVARA4IJO G. V►Wy deign parameEarn and 7rSA0 NOTES an THra ANA INCLagED MIRA}C A6FP,lfANCFJ PROS l�Y•7 ?a no" USA, 77Tf Greenback Lane 0 per{gnvaW for use onF{wllh MlTekcanneclors.TMs a gn Is hosed only upon paramelen shown and is Ior anindlNduaf bubding component. Bulls 10 9 AppOcablUly of design paramenlers and properincorporaflon of component b responslbt9ly of bu0ding designer- nal buss designer, 6racin2 shown G Halghle, CA, 0581 is tar lalaraiisupppad al Individual web members any. AddIlional temporary bracing to Iruura slaWlly during condrvcllan tt the raspomlbllYly of the ereclw, Addlllonai perawnenl brac{ng of the overall structure Is the responsblYlyy of the bubding dedgner. for general pvldonce regarding labrlcallon, quaky control storage, duq ae ereclion and bracing, consuil AN5iar I Quality Ctllerta, DS6.69 and SCSI1 Sull Jng Compononl MTe,/m Safety information available from Truss plate InsllluIa, G89 p'Onato0 Drive, ModGon WI0 9, R February 20, 2014 Mr. Mike Guzik, Project Superintendent Scott S. Turnipseed, AIA 1143 Capitol St., Suite 211 Eagle, CO 81631 Re: New Duplex 616 Forest Road Vail, CO Dear Mike: otg 1✓ NEWKIRK ENGINEERING Consulting Structural Engineering 140 W. 29 "' St. # 140 Pueblo, CO 81008 970 - 424 -1456 I have reviewed the following items and have found them to be structurally acceptable as constructed: 1) The puddle welding in lieu of screws for the steel deck an of the fire place base slab in the between the Hearth Room and the Dining Room on the Main Level as shown on sheet S1.4 and as cut by detail 16/S2.4. 2) The steel shims under the column based plate at the column indicated by keynote 428 on sheet S 1.4 south of the southwest corner of the Mail Level fire place. 3) The welding in lieu of bolting of the column base plate at the Mail Level column noted by keynote #56 northeast of the Foyer as referenced in detail 6/S2.5. Please let me know if you have any questions or if I may be of further assistance in this matter. Sincerely: NEWKIRK ENGINEERING Paul Newkirk, P.E. Principal NEWKIRK ENGINEERING Consulting Structural Engineering 140 W. 29`' St., 4350 Pueblo, O 81008 970 - 424 -1456 January 29, 2014 Mr. Mike Guzik, Project Manager Scott S. Turnipseed, AIA 1143 Capitol St., Suite 211 Eagle, CO 81631 RE: Forest Road Duplex 616 Forest Road Vail, Colorado Dear Mike: I have reviewed the steel beam to steel beam and beam to column connection that is indicated at the southwest corner of the Hearth Room on sheet S14 at the column noted by keynote 435. The connection is a W 18X40 connecting to a W 14X48 bearing on a steel column. The connection is adequate as constructed. Sincerely: NEWKIRK ENGINEERING Paul Newkirk. P.E. Principal 1VIItS MiTek" � \3- o�aZ Re: 08082 -13C 625 Forest Rd / Roof 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 Industries, Inc. under my direct supervision based on the parameters provided by Alpine Truss - Montrose, CO. Pages or sheets covered by this seal: R41240805 thru R41240805 My license renewal date for the state of Colorado is October 3 1, 2015. Lumber design values are in accordance with ANSI /TPI 1 section 6.3 These truss designs rely on lumber values established by others. VO ;.•� SOON •• o 00 07 PE -44018 v January 16,2014 Ong, Choo Soon The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI /TPI 1. Job Truss Truss Type Qty Ply 625 Forest Rd / Roof 2) TCLL: ASCE 7 -10; Pf =85.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct =1.1 DEFL in (loc) I /deft Ud PLATES GRIP TCLL 85.0 Plates Increase 1.00 841240605 108082 -13C J2 Roof Special 7 1 Job Reference (Qplional) Alpine Truss, Montrose, CO - 81401 7.430 s dui ea 2013 mi es muusmes, inc. „NA,. d r ID:t7CBWpJWFVSGNkK uMrD8? z4QmJ -wyTJy24aprS8Xw9uz20_d4eEgJmvoC SdpaduzunFw 3.40 1 5-11-8 r 8.7.13 I 12 -0-0 1_ fro -3 _ 1 18.0 -8 I 20-8 -0 24-0 -0 3 -4-0 2 -7 -8 2 -0.5 3 -4-3 3.4-3 2 -8-5 2 -7 -e 3 -4-0 Scale = 1:48.9 PREFAB ONE FACE 8x8 6 (SEE PAGE 2) l l 5x10 i 7.00 1122 5 4x4 II �4 5x8 5x10 7 4x4 I I 8 5x8 9 3x10 - - - 3x10 2 - ---- ---_ .... ---` 10 IB 14 i 1 11 8x12 = 0.150 8x12 = T W N 6X6 - '1100, 0 i1 10-0 LA 5x6 I 18 17 CUT CU 13 12 5x8 II 6x8 = 4x4 I 4x4 I1 6x8 = 0- 2 3-4 -0 5 -11 -8 12 -0-0 18-0.8 20.8 -0 24-0.0 0. 2 3314 2 -7 -8 6 -0.8 6 -0-8 2 -7 -8 3-40 GENERAL REPAIR NOTES: THIS REPAIR IS FOR CUTTING TRUSS BOTTOM CHORD AT LOCATIONS SHOWN. ATTACH A PREFAB SECTION (SEE PAGE 2 FOR DETAILS) TO ONE FACE, AS SHOWN (SHADED AREA) WITH 10D NAILS ( 0.148" X 3.0 ") SPACED 3" O.C. 2 ROWS FOR ALL OVERLAPING CHORDS AND WEBS. Olate Offsets (X,Y)• 11-0-3-4 0- -41.[11:0-3-14.0-0-41,112-0-3-8 0-3-01.[14-0-4-8.0-5-01, fl6:Q -¢$ 0-5-0) (17:Edoe 0-3-81 r18,0-3-8.0-3-01 LOADING (psf) SPACING 2 -0 -0 CSI 2) TCLL: ASCE 7 -10; Pf =85.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct =1.1 DEFL in (loc) I /deft Ud PLATES GRIP TCLL 85.0 Plates Increase 1.00 TC 0.48 5) This truss has been a of Vert(LL) -0.36 15 -16 >810 360 MT20 169/123 (Roof Snow =85.0) Lumber Increase 1.00 BC 0.70 standard ANSI/TPI 1. Vert(TL) -0.49 15 -16 >585 180 LOAD CASE(S) Standard TCDL 10.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.42 11 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IRC2012/TP12007 (Matrix) Wind(LL) 0.04 15 -16 >999 240 Weight: 138 lb FT = 0% LUMBER BRACING TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2 -10 -2 oc purlins. BOT CHORD 2x4 SPF 1650F 1.5E *Except* BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. 14 -16: 2x6 SPF 1650F 1.5E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SPF 1650F 1.5E 'Except" be installed during truss erection, in accordance with Stabilizer 3- 18.9 -12: 2x4 WW Stud Installation guide.. SLIDER Left 2x4 WW Stud 1 -10 -7, Right 2x4 WW Stud 1 -10 -7 REACTIONS (lb /size) 1= 2520/0 -5 -4 (min. 0- 3 -15), 11= 2520 /Mechanical Max Horz 1=- 116(LC 6) FORCES (lb) -Max. Comp. /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1 -3= 3787/0, 3 -4 =- 7018/0, 4 -5 =- 6855/0, 5 -6 =- 3506/0, 6 -7 =- 3506/0, 7 -8 =- 685510, 8 -9= 7018/0, 9 -11 =- 3787/0 BOT CHORD 1- 18= 0/2893, 4 -16 =- 364/33, 15- 16= 0/4071, 14- 15= 0/4071, 8 -14= 364/37, 11- 12= 0/2893 WEBS 3 -18 =- 2318/0, 16 -18= 0/3521, 3 -16= 0/3111, 5 -11 12925, 5 -15 =- 1962/30, 6 -15= 0/2692, 7- 15=- 1962/13, 7- 14= 0/2925, 12- 14= 0/3521, 9- 14= 0/3111, 0-12=-231810 NOTES 1) Wind: ASCE 7 -10; Vu It= 115mph (3- second gust) V(IRC2012) =91 mph; TCDL= 6.Opsf; BCDL= 6.Opsf, h =25ft; Cat. II; Exp B; 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 =85.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct =1.1 3) Unbalanced snow loads have been considered for this design. NDd LIC, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' designed for live load 20.Opsf on the bottom chord in all areas where a rectangle 3 -6 -0 tall by 2 -0 -0 wide will OQ� ••••••� Fys ••• 5) This truss has been a of ��• �•• soo ' F fit between the bottom chord and any other members. V �' N � �ti. 6) Refer to girder(s) for truss to truss connections. 7) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced ; • s standard ANSI/TPI 1. • • 4018 • LOAD CASE(S) Standard ,0 i : cc S�ONAI. EN January 16,2014 A WARNING - Verify design parametars and READ MOTES ON THIS AND INaUD£D MITEK REFERENCE PAGE 0417 -7473 m x 03126/2013 BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shovm, and is for an Individual building component. Nit of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Criteria, DSB -89 and SCSI Building Component 7777 Greenback Lane, Suite 109 Safety information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Citrus Heights, CA, 95610 If Southern pine (SO ttamber is specified, the design values are those effective 06/01/2013 by ALSC Job Truss Truss Type Qty Ply 825 Forest Rd f Roof 0 -2 -5 axe i�_ Scale = 1:48.6 6 PREFAB DETAIL 841240805 08082.13C J2 Roof Special 7 1 7 8x8 5- Job Reference (ootionall wpine i russ, monirose, W - ercu'i r.ssu s dui zo ZU14 M1 i eK inoumnes, inc. i nu den ro ­o ­% raye i ID:t7CBWpJWFVSGNkK UMrD8? z4QmJ- wyTJy24aprS8Xw9uz20 _d4eEgJmv8CKeSdpeduzunFw 3 -4 -0 5 11 -e 8 -2 -o e 5 12 -0 -0 15+3 1 1 0 1e•0 -8 _ 2o-B -0 24-4 3-4 -0 2 -7 -8 2 -2 -8 0 -3- 3 -4 -3 3.4-3 0.5.1 2 -2 -8 2.7� 3 -4 -0 0 -2 -5 axe i�_ Scale = 1:48.6 6 PREFAB DETAIL 7.00 12 7x10 7x10 5 7 8x8 5- 8x8 4 x1 S = x14M18 S= 6 5x8 5x8 3 9 8 ij 16 2x4 11 0 7x10 = 14 1 1 = d =19 2x4 II 2x4 II 15 �lox18 6-1 -0 2x4 II w 2x4 II 1 2x4 II ja? 22 21 13 12 6x10 = 3x4 3x4 6x10 = 0- - -4- -11- 8 -2 -0 8 5 8 10 -0 -0 12 -0 -0 4 -0 -0 1 - 0 18 -0 -8 20 -8 -0 4- -0 0- 2 3-3 -14 2 -7 -8 2 -2 -8 0 -3 -8 1 -6 -8 2 -0 -0 2 -0 -0 1 -10 -0 2 -2 -8 2 -7 -8 3 -4 -0 Plate Offsets (X,Y): [1:0- 3- 4,0- 0- 4],[11:0 -3- 14,0 -0- 4],[12:0- 3- 8,0 -3 -0], [16:0- 7- 8,0 -3- 8],[18:0 -7- 8,0-3- 8],[22:0- 3- 8,0 -3 -0] LUMBER PLATES GRIP TOP CHORD 2x6 SPF 165OF 1.5E MT20 169/123 BOT CHORD 2x4 SPF 165OF 1.5E *Except* M18SHS 169/123 19- 20,14 -15: 2x6 SPF 165OF 1.5E, 16-18: 2x6 SPF 2100E 1.8E 23 -24: 2x4 WW Stud WEBS 2x4 SPF 165OF 1.5E *Except* 3- 22,9- 12,4 -18,8- 16,23 - 25,24 -26: 2x4 WW Stud 18- 20,5- 19,7- 15,14 -16: 2x4 SPF 210OF 1.8E A WARNING -Verify design parameters and READ NOTES ON THIS AND INC3.UDED MITEK REFERENa PAGE 14II -7473 re K 0211612013 BEFORE USE Design valid for use only with MTek connectors. This design Is based only upon parameters shown. and is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing. consult ANSI/TPIi Quality Crttedo. DSB -89 and BCSI Building Component 7777 Greenback Lane, Suite 109 Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria, VA 22314. Citrus Heights, CA, 95610 If Southem Pine iW kum set is spec ivied, the design valuers ue those effective 06/01/2013 by ALSC Job Truss Truss Type Oty Ply 625 Forest Rd / Roof 08082 -13C 65FIX Jack - Closed 3 1 Job Reference (optional) Alpine Truss, Montrose, CO - 81401, bennis Jones 10 -6-0 2 -5 -8 2 -5-8 7.00 (12 3x6 II 10/ T1 7.420 s Jun 19 2013 MiTek Industries, Inc. Wed Feb 19 13:14:47 2014 Page 1 I0: t7CBWpJWFVSGNkK _UMrt9]mJ- _KDiSgCMpx1 JPhP4ytNbstT71mZ2WGFpsGzZHQzjYb6 7 -10 -3 3x12 11 4 5 Scale: 318' =1' 2 1 � 1 8 7 4 Bi 2x4 11 19 9 Bottom Chord Removed 5 6 -0 2x4 For Lighting Options! 0 o' 2 -56 7.9{ 7 -1,Q 3 2 -5-8 53-13 13 Plate Offsets (X,Y): [1:0- 0- 8,0 -1 -12] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) VdefI Ud PLATES GRIP TCLL 85.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.17 9 >527 360 MT20 169/123 (Roof Snow =85.0) Lumber Increase 1.00 BC 0.13 Vert(TL) -0.22 8 >419 180 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.49 7 n/a n/a BCLL 0.0 " Code IRC2012/TP12007 (Matrix) Wind(LL) 0.06 8 >999 240 Weight: 38 Ib FT = 0% BCDL 10.0 LUMBER BRACING TOP CHORD 2x8 SPF 1950F 1.7E TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins, BOT CHORD 2x6 SPF 1650F 1.5E except end verticals. WEBS 2x4 SPF 1650F 1.5E `Except' BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. W 1: 2x4 WW Stud SLIDER Left 2x6 SPF 1650E 1.5E 1 -6 -4 [ MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in !L accordance - with Stabilizer Installation guide.- REACTIONS (lb /size) 1= 761/0 -5 -8 (min. 0 -1 -8), 7 = -76 /Mechanical, 4= 890 /Mechanical - -- — - -- - -- _ -_ Max Horz 1= 108(LC 7) Max Uplift7= -97(LC 14), 4= -62(LC 7) Max Grav1= 833(LC 14), 7=51 (LC; 9), 4= 1106(LC 14) FORCES (lb) - Max. Comp. /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-661/11,2-3=-255/35,4-10=-75/390 NOTES 1) Wind: ASCE 7 -10; Vult= 115mph (3- second gust) V(IRC2012) =91 mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; Cat. II; Exp B; 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 =85.0 psf (flat roof snow); Category 11; Exp B; Partially 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 4. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job Truss Truss Type Qry Pty 625 Forest Rd / Roof 08082 -13C EJ3FIX Jack - Closed 6 1 10.0 0.07 Lumber Increase 1.00 Horz(TL) Job Reference o nal Alpine Truss, Montrose, CO - 81401, Dennis Jones 7.420 s Jun 19 2013 MTek Industries, Inc. Wed Feb 1913:15:56 2014 Page 1 3 -0 -0 12 4-9 --- ID3 7CBWpJWFVSGNkK3-0 MrD8 ?z4(knJ- TbunxQleZ8kWB1ALVs7 0a51BVazkVBiCwzjYal 3 -0-0 5-3-0 Plate Offsets (X,Y): [2:0 -1- 12,0 -0 -4] LOADING ( sf) V TCLL 100.0 DEFL SPACING 2 -0 -0 (Roof Snow= 100.0) Vert(LL) Plates Increase 1.00 TCLL 10.0 0.07 Lumber Increase 1.00 Horz(TL) ' 4 Rep Stress Incr YES BCLL 0.0 Code IRC2012ITP12007 BCDL 10.0 LUMBER TOP CHORD 2x8 SPF 1950F 1.7E BOT CHORD 2x4 SPF 1650F 1.5E SLIDER Left 2x4 WW Stud 2 -9 -13 4x6 11 12-49 14-6 -6 5-2 -13 5-2 -13 CSI DEFL in (loc) TC 0.49 Vert(LL) 0.11 5 BC 0.18 Vert(TL) 0.07 5 WB 0.00 Horz(TL) -0.01 4 (Matrix) Wind(LL) -0.00 5 REACTIONS (lb /size) 4= 379 /Mechanical, 2= 1493/0 -5 -8 (min. 0 -2 -11) Max Horz2 =62(LC 6) Max Uplift4=- 232(LC 14), 2= -67(LC 6) Max Grav4= 499(LC 15), 2= 1729(LC 15) Scale =1:16.9 N a N BRACING TOP CHORD Structural wood sheathing directly applied or 5 -3 -0 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 2-3=-456/0 NOTES 1) Wind: ASCE 7 -10; Vult= 115mph (3- second gust) V(IRC2012) =91 mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; Cat. II; Exp B; 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 =100.0 psf (flat roof snow); Category 11; Exp B; Partially 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 1.50 times flat roof load of 100.0 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 lb uplift at joint(s) 2 except Qt =1b) 4 =232. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard I /defl Ud PLATES GRIP >562 360 MT20 169/123 >830 180 n/a n/a >999 240 Weight: 27 lb FT = 00/6 BRACING TOP CHORD Structural wood sheathing directly applied or 5 -3 -0 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 2-3=-456/0 NOTES 1) Wind: ASCE 7 -10; Vult= 115mph (3- second gust) V(IRC2012) =91 mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; Cat. II; Exp B; 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 =100.0 psf (flat roof snow); Category 11; Exp B; Partially 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 1.50 times flat roof load of 100.0 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 lb uplift at joint(s) 2 except Qt =1b) 4 =232. 9) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Hf G e""W tech HEPWORTH- PAWLAK GEOTECHNICAL July 23, 2013 Scott S. Turnipseed, AIA Attn: Scott Turnipseed P. O. Box 3388 Eagle, Colorado 81631 scott -Co 111) 15i� -Orgz I L � ��< nn I', � irl � i:���lun •nl, Iric. 111( )1 c(h.s'n it CEC C UWC TOWN OF VAIL Job No. 113 062A Subject: Observation of Excavation, Proposed Residence, Lot 2, Block 2, Vail Village 6`h Filing, Vail, Colorado Dear Scott: As requested by Mike Guzick, a representative of Hepworth - Pawlak Geotechnical observed the excavation at the subject site on July 19 and 22, 2013 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. We previously performed a subsoil study for design of foundations at the site and presented our findings in a report dated April 30, 2013, Job No. 113 062A. The proposed construction is similar to that discussed in our previous report. The building has been designed to be supported on spread footings using an allowable soil bearing pressure of 3,000 psf as recommmended in our previous report. On July 19 the foundation excavation was underway with silty sandy gravel and cobbles being encountered. On July 22, the excavation was essentially complete and had been cut in multiple levels from about 9 to 14 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of relatively dense, silty sandy gravel and cobbles with small boulders. No free water was encountered in the excavation and the soils were slightly moist to moist. There were several very moist subgrade areas apparently due to recent rain. The soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 3,000 psf. Loose and disturbed soils should be removed in the footing areas to expose the undisturbed natural coarse granular soils. The planned minimum 1 foot depth of free draining gravel can then be placed and compacted in the bottom of the excavation. Any water seepage into the excavation should be collected and diverted away from the footing areas and any softened soils and mud removed before concrete placement. Other recommendations presented in our previous report which are applicable should also be observed. ��tit jyc�- tih 7'�ti� 1 i I I � � ° �. ,�?�t �I ilt�t � `1I�1'l il;.« j I �)- (1) 1 -� 7O) • �1 �V't`I�} �1i11'lll' �� /l� =1(lr`- I �)il�) Scott S. Turnipseed, AIA July 23, 2013 Page 2 The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GEgjfi jjjjICAL, INC. ©= Z David A. Young, P.E. i� 32-21$ DAY /ljg '��� �V) •.,.....�� `�� cc: Scott S. Turnipseed, AIA — Mike Guzick (mike �Jsstaia.com) Job No. 113 062A � Ptech NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MWN *O�V Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B13 -0192 Job Address: 625 FOREST RD VAIL Location......: Parcel No....: 210107210013 OWNER VAIL CUSTOM HOME COLLECTION 05/30/2013 C/O SCOTT TURNIPSEED PO BOX 3388 EAGLE CO 81631 Project #: PRJ13 -0046 Applied.....: 05/30/2013 Issued...: 07/11/2013 Phone: 970 - 904 -8939 ARCHITECT SCOTT TURNIPSEED, AIA 05/30/2013 Phone: 970 - 328 -3900 1143 CAPITOL STREET, SUITE 211 PO BOX 3388 EAGLE CO 81631 License: C000001848 CONTRACTOR SCOTT TURNIPSEED, AIA 07/09/2013 Phone: 970 - 328 -3900 SCOTT TURNIPSEED PO BOX 3388 EAGLE CO 81631 License: C000003796 APPLICANT VAIL CUSTOM HOME COLLECTION 05/30/2013 C/O SCOTT TURNIPSEED PO BOX 3388 EAGLE CO 81631 Description: NEW SINGLE FAMILY RESIDENCE Occupancy: R -3 Type Construction: VB Phone: 970 - 904 -8939 Valuation: $2,400,000.00 .....— .............................«............ ............................... FEE SUMMARY .,, ...,...,..,.........,.,.........,,..,...«.. .............................<. Building Permit ------ - - - - -> $12,616.75 Bldg Plan Check ----- - - - - -> $8,200.89 Use Tax Fee------------------ - - - - -> $47,800.00 Electrical Permit ---- - - - - -> $977.50 Elec Plan Check ------ - - - - -> $635.38 Restuarant Plan Review--- - - - - -> $0.00 Mechanical Permit - - - - - -> $5,240.00 Mech Plan Check ---- - - - - -> $1,310.00 Additional Fees--------------- - - - - -> $17,304.02 Plumbing Permit --- - - - - -> $2,265.00 Plmb Plan Check ---- - - - - -> $566.25 Recreation Fee--------------- - - - - -> $1,275.00 Investigation------------------ - - - - -> $0.00 Will Call ------------------------------ > $20.00 TOTAL PERMIT FEES--------- - - - - -> $98,210.79 Payments ------------------------------- > $98,210.79 BALANCE DUE ------------------------ > $0.00 DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. combination permit_012811 ****# R** R* RRRRR******* R* R**** R**** R#* R* R* R***** R*** R* R** RRRRRRRRRR#########*####**####*###******** R# R## R# RR#*### R####*##***** k##**#*** RR# R####*#*###** * * * * * * * * * * # * * ** * # * * * * * # * * * * * * ** CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit #: B13 -0192 Address: 625 FOREST RD VAIL Owner: VAIL CUSTOM HOME COLLECTION LLC Location: Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007) AND VFES STANDARDS. Cond: 50 (FIRE): FIRE SPRINKLER SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 13R(2007) AND VFES STANDARDS. combination permit_012811 *VAIIL TC1WN REQUIRED INSPECTIONS AND STATUSES Permit #: B13 -0192 Owner: VAIL CUSTOM HOME COLLECTION LLC Address: 625 FOREST RD VAIL Location: Item: 00010 BLDG - FOOTING Item: 00020 BLDG - Foundation /Steel Item: 00021 PLAN -ILC Foundation Plan Item: 00110 ELEC - Service Item: 00120 ELEC -Rough Item: 00200 MECH -Rough Item: 00210 PLMB- Underground Item: 00220 PLMB- Rough /D.W.V. Item: 00230 PLMB- Rough/Water Item: 00240 PLMB -Gas Piping Item: 00310 MECH- Heating Item. 00320 MECH- Exhaust Hoods Item: 00340 MECH -Misc. Item: 00022 PLAN -ILC FRAMING Item: 00030 BLDG - Framing Item: 00050 BLDG - Insulation Item: 00060 BLDG - Sheetrock Nail Item: 00070 BLDG -Misc. Item: 00190 ELEC -Final Item: 00290 PLMB -Final Item: 00390 MECH -Final Item: 00533 PLAN -TEMP. C/O Item: 00534 PLAN - FINAL C/O Item: 00501 PW- Access /Staging /Erosion Item: 00503 PW -Final Driveway Grade Item: 00539 PW -FINAL C/O Item: 00540 BLDG -Final C/O Item: 00502 PW -Rough Driveway Grade combination permit_012811 TOWN OF VAIL, COLORADOCopy Reprinted on 07 -11 -2013 at 10:34:58 07/11/2013 Statement Statement Number: R130000956 Amount: $90,563.6007/11 /201310:34 AM Payment Method: Check Init: CG Notation: ck 1027 vail custom home collection ----------------------------------------------------------------------------- Permit No: B13 -0192 Type: COMBINATION BLDG PERMIT Parcel No: 2101 - 072- 1001 -3 Site Address: 625 FOREST RD VAIL Location: Total Fees: $98,210.79 This Payment: $90,563.60 Total ALL Pmts: $98,210.79 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- BP - - - - -- 00100003111100 ------------------------ - - - - -- BUILDING PERMIT FEES ------ - - - - -- 12,616.75 EP 00100003111100 ELECTRICAL PERMIT FEES 977.50 MP 00100003111100 MECHANICAL PERMIT FEES 5,240.00 PF 00100003112300 PLAN CHECK FEES 3,065.33 PP 00100003111100 PLUMBING PERMIT FEES 2,265.00 RF 11100003112700 RECREATION FEES 1,275.00 UT 11000003106000 USE TAX 40 65,104.02 WC 00100003112800 WILL CALL INSPECTION FEE 20.00 s�l°�1 a s P InsulVail, «c Scott Turnipseed Mike Guizik Turnipseed PO Box 3388 Eagle, CO. 81620 PROJECT: 625 Forest Road Vail, Colorado INSULATION CERTIFICATE Post Office Box 2888 Vail, Colorado 81658 970 -524 -3000 Fax 970 -524 -3001 March 27, 2014 SPECIFICATIONS: R -34 5" polyurethane spray foam with R -30 unfaced fiberglass batts for a total of R -64 with MemBrain smart vapor barrier to all exterior ceilings R -213" polyurethane spray foam to roof rims R -213" polyurethane spray foam to I beams in 14" ML exterior ceilings R -23 BIBS to 2x6 exterior walls R -23 BIBS to 2x6 garage exterior walls R -23 BIBS to 2x6 garage common wall R -15 BIBS to 2x4 furred concrete exterior walls MemBrain smart vapor barrier to 2x4 furred concrete exterior walls 6 mil poly to 2x6 exterior walls, 2x6 garage exterior and 2x6 garage common wall R -38 (2x19) unfaced fiberglass batts to 16" joist garage ceiling (19.5" wide) R -38 (2x19) unfaced fiberglass batts to 16" joist garage floor (19.5" wide) R -19 unfaced fiberglass batts to 16" joist mid floors (19.5" wide) R -11 unfaced fiberglass batts to drop ceiling below mid floors R -20 3" polyurethane spray foam to rim joist between floors R -34 5" polyurethane spray foam with BIBS to cantilevered area R -11 unfaced fiberglass batts to 2x4 interior walls R -19 unfaced fiberglass batts to 2x6 interior walls Foam all windows, doors and penetrations ae- I — Rick Rogers Branch Manager Page 1 of 1 r � 06-29-2015 Inspection Request Reporting Page 1 4:08 nm V�,�O— Citv �f Requested Inspect Date: Tuesday June 30,2015 Site Address: 625 FOR�ST RD VAIL A/P/D Information Activity: 813-0192 Type: COMBO Sub Type: NSFR Status: ISSUED Const Type: Occupanc Y: Use: R-3 Insp Area: Owner: VAIL CUSTOM HOME COLLECTION LLC Phone: 970-904-8939 Architect: SCOTT TURNIPSEED,AIA Phone: 970-328-3900 Contractor: SCOTT TURNIPSEED,AIA Phone: 970-328-3900 Applicant: VAIL CUSTOM HOME COLLECTION LLC Phone: 970-904-8939 Description: NEW SINGLE FAMILY RESIDENCE Notice: Not building to approved set of drawings. Several scissored floor joist have been cut up to place can lighting in.This needs to addressed with the TOV b JMONDRAGONections can be performed. Comment: sent out for review due 6/13-MHAEBERLE Comment: E-CR1 RECEIVED.-DRHOADES Comment: VALUATION REVISION BASED ON SQUARE FOOTAGE PER BUILDING STANDARDS RATE. ORIGWAL VALUAT ON PROVI�E 2�400.00 OOR DG F�RENCE OF$865,201 25 SPL�IT UP$60266�11LD NG 20%MECHANICAL 10%EACH FOF� ELECTRICAL AND PLUMBING, SEE REVISION SCREEN FOR INFO.-JMONDRAGON Comment: PA er submittal of Framing and Foundation ILC's. Routed to Planner Joe Batcheller-CGODFREY Comment: TC�issued valid until May.9,2015-MHAEBERLE Comment: Paper REV2 Structural revisions scanned to laserfiche and routed to E-2-CGODFREY Comment: REV3 blower door test routed to laserfiche and JR-CGODFREY Comment: Request for TCO routed to laserfiche and MH-CGODFREY Comment: DIA submitted for left to be done--landscap inq( lant flower beds),and driveway work(remove pavers,regrade, and re-install).Bonded for$5,437.50.-JBATCH�LLER Comment: DIA receipted&scanned to LF-SBELLM Comment: E-SUBMfTTAL.-DRHOADES Comment: e-submittal REV1 floor plan in response to Shanes inspection scanned to laserfiche and routed to JR- CGODFREY Notice: This parcel is immediately adjacent to Town-owned stream tract lands. Please confirm that no improvements or activities resulting in trespass,or other code violations,are present on the adjacent Town-owned stream tract prior to the acceptance of an ap plication for review. A permit or approval shall not be granted until the code violation is resolved.-MHAEBERLE Reauested Insaection(s) Item: 534 PLAN-FINAL C/O Requested Time: 09:00 AM Requestor: SCOTT TURNIPSEED Phone: 970-328-3900 Comments: 904-0263 Assigned To: ER � p: `30_/S Entered By: JMONDRAGON K Action: � Time Ex Comment: an scapmg n complete. Inspection Historv Item: 10 BLDG-FOOTING '*Approved" 07/30/13 Inspector: sgremmer Action: AP APPROVED Comment: Ufer round installed Item: 20 BLDG-Foundation/S�eel Approved*' 08/13/13 Inspector: jrm Action: AP APPROVED Comment: Item: 21 PLAN-ILC Foundation Plan *'Approved'" 01/07/14 Inspector: JB Action: AP APPROVED Comment: Item: 110 ELEC-Service *'Approved*' 09/30/13 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: temp and serwce 03/18/14 Inspector: sgremmer Action: AP APPROVED Comment: Item: 120 ELEC-Rou h **Approved" 03/11/1� Inspector: sgremmer Action: DN DENIED Comment: Plastic bushings on connectors with wire size#4 awg and larger notch plate where required recpt required at 2'and larger wall space lights in each landing or over stair wall not framed for media room protect in comomin service laterals at PVC pipe Grounding electrodes to be landed at neutral bus at 1 st means of disconnect.Ok for bus bar of grounding electrode and single conductor of largest electrodeto neutral. REPT131 Run Id: 14976 . � _ / > . � . . �� 12-05-2014 Inspection Request Reporting Page 1 4:1� om Vail, CQ - Citv Qf Requested Inspect Date: Monday,December 08,2014 Site Address: 625 FOREST RD VAIL A P D Information Activity: B13-0192 Type: COMBO Sub Type: NSFR Status: ISSUED ���st Type: Occupancy: Use: R-3 Insp Area: Ovmer: VAIL CUSTOM HOME COLLECTION LLC Phone: 970-904-8939 Architect: SCOTT TURNIPSEED,AIA Phone: 970-328-3900 Contractor: SCOTTTURNIPSEED,AIA Phone: 970-328-3900 Applicant: VAIL CUSTOM HOME COLLECTION LLC Phone: 970-904-8939 Description: ,NEW SINGLE FAMILY RESIDENCE Notice: Not buiiding to approved set of drawings. Several scissored floor joist have been cut up to place can lighting in.This needs to addressed with the TOV before further inspections can be performed. -JMONDRAGON Comment: sent out for review due 6/13-MHAEBERLE Comment: E-CR1 RECEIVED.-DRHOADES Comment: VALUATION REVISION BASED ON SQUARE FOOTAGE PER BUILDING STANDARDS RATE. DW ELLING$371.29 X 8500=3 155,965.00 GARAGE 140.95 X 850= 109 236.25 T�TAL$3,265,201.25.. �0/GM CHANICAL 10N PE OVH�FO�ELECTRICALIANDREN�MBO G$865,�0125 SPLIT UP 60%BUILDING SEE REVISION SCREEN FOR INFO.-JMONDRAGON Comment: REV3 blower door test routed to laserfiche and JR-CGODFREY Comment: e-submittal REV1 floor plan in response to Shanes inspection scanned to laserfiche and routed to JR- CGODFREY Comment: Paper REV2 Structural revisions scanned to laserfiche and routed to E-2-CGODFREY Comment: E-SUBMITTAL.-DRHOADES Comment: PAper submittai of Framing and Foundation ILC's. Routed to Planner Joe Batcheller-CGODFREY Notice: This parcel is immediately adjacent to Town-owned stream tract lands. Please confirm that no improvements or activities resulting in trespass,or other code violations,are present on the adjacent Town-owned stream tract prior to the acceptance of an application for review. A permit or approval shall not be granted until the code violation is resolved.-MHAEBERLE �,�„�„��,.r-�-:.^"'t»�., ._,<, „� Requested�lns`pection(s) ''�'=L;�T Item: 534 PLAN-FINAL C/O � Requested Time: 08:15 AM Requestor: SCOTT TURNIPSEED �f Phone: 970-328-3900 Comments: 904-0263 �"� ,�" •---� Assigned To: T ER �� � �G���—�y Entered By: JMONDRAGON K Action• �-- �ime Exp: . . .t�15R1ttk»rh'?:>;h�::�•o:.. Item: 539 PW-FINAL C/O Requested Time: 09:30 AM Requestor: SCOTT TURNIPSEED Phone: 970-328-3900 Comments: 904-0263 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Comment: riveway gra e issues. Item: 540 BLDG-Final C/O Requested Time: 09:45 AM Requestor: SCOTT TURNIPSEED Phone: 970-328-3900 Comments: 904-0263 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Inspection Historv Item: 10 BLDG-FOOTING *'Approved" 07/30/13 Inspector: sgremmer Action: AP APPROVED Comment: Ufer ground installed Item: 20 BLDG-Foundation/Steel ' Approved" 08/13/13 Inspector: jrm Action: AP APPROVED Comment: Item: 21 PLAN-ILC Foundation Plan '*Approved" 01/07/14 Inspector: JB Action: AP APPROVED Comment: Item: 110 ELEC-Service "Approved" 09/30/13 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: temp and service 03/18/14 Inspector: sgremmer Action: AP APPROVED REPT131 Run Id: 14891 � Department of Community Development 75 South Frontage Road TOWN OF VAII � va�i, co s�ss7 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. _ Application/Permit#(s)information applies to: Attention: �Revisions � , � � 0 �C '��'��'�`-' _—'� �Response to Correction Letter �attached copy of correction letter � Q Deferred Submittal � 1 J `�� �� (�Other _ _ _ Pro�ect St�t Addre s: ��� - � ���� (Number) (Street) (Suite#) Building/Complex Name: Description of Transmittal/List of Changes, Items Attached: Applicant Information -� � � � � �����r'�-- (architect,contractor,ownedowner's rep) � Contact Name: l`�11 IL�`r � v �I (� I' i ���U C�'j� Address: '1 � � � ��C � � �d � / � �� City�� � State: l�U Zip: Contact Name: � j ���� C+1 l� ��� ' (use additional sheet if necessary) Contact Phone:_=,�(�����v � Building Permits:� � Revised ADDITIONAL Valuations(Labor&Mat�s) Contact E-Mail: (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $ • in full the information required,completed an accurate plot plan, and state that all the information as required is correct. I agree to Plumbing: $ comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according Electrical: $ ' to the town's zoning and subdivision codes, design review ap- proved,International ' ing and Residential Codes and other Mechanical: $ y ordinances of ow app' ble thereto. �( � �- Total: $� Owner/Owner's eprese e Signature quired) ,,' Date Received: For Of'fice Use Only: � � � � � Fee Paid: � Received From: r-yC� U �j l���F Cash Check# ��� CC: Visa/MC Last 4 CC# exp.date: Authorization# TOWN OF VAIL 1��'���1'�'���J ��,�I����t�I I��.-'_��. 625 Forest Rd Rough Blower poor Report Test Date: 11/14/14 Builder: Scott S. Turnipseed AIA Contact: Mike Guzik Address: 625 Forest Rd, Vail, CO Active Energies conducted a blower door test and thermal infrared imaging on Friday,November 14, 2014, from 8:30 am to 9:00 am. The Town of Vail requires that all new homes must meet or exceed the requirements of the 2012 International Energy Conservation Code (IECC), which requires that air leakage within the home does not exceed 3 ACH50. Air leaka�e The home was depressurized to the standard -50 Pa of pressure, and a leakage of 3,995 CFM@50 was projected. The ACH50 the rating used by the Town of Vail building code and requirements, was calculated to be 2.79. The natural air change per hour(NACH) rate was determined as 0.21. Please call with any q�aestions or concerns. Thank you. Kristen f�arte� ACTIVE ENERGIES, INC. 970-306-4248 Kristen�u,ActiveEnergies.com www.activeener�ies.com � � � � V � D L�� � 3 ��14 TOWN OF VAIL � �� � ���� � 13 � Page 1 of 1 11/17/2014 P.O.Box 7627,Avon,CO 81620 � P: 970.306.4233 � F: 866.403.3485 � www.activeenergies.com Department of Community Development 75 South Frontage Road TUWN OF VA(L � ` va�i, co s�ss7 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. Application/Permit#(s) information applies to: Attention: evisions � �� � �� ,� r�7� f � ( ) Response to Correction Letter =�`� attached copy of correction letter ��._.) � ��- �� ��_ ( ) Othe�red Submittal Prqje�t Address: ,� ,�,��� �(� , (Number) (Street) (Suite#) Building/Complex Name: Description of Transmittal/List of Changes, Items Attached: Applicant Information (architect, contractor,owner/owner's rep) ' ' ' G��� ��Cvl s( ��'`� Contact Name: /�'�'� IG c� � U� � �� ' Address: �` `` • ��� 1-/e� a O �_. City��� �� State� Zip: 6 � Contact Name: (use additional sheet if necessary) Contact Phone: l `-� ( _�✓�[-�, _ Building Permits: M I�`�' G�C����; ����� Revised ADDITIONAL Valuations (Labor& Materials) Contact E-Mail: ,L (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $ in full the information required,completed an accurate plot plan, ' and state that all the information as required is correct. I agree to ;Plumbing: $ comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according ' Electrical: $ to the town's zoning and subdivision codes, design review ap- proved, International Building esidential Codes and other Mechanical: $ • ordinances of the Tow � 1,�t reto. X � Total: $ Owner/Owner's R resentative Sige�atu e(Required) Date Received: p � � � � M � For Office Use Only: Fee Paid: E��'A� ��i ��114 Received From: Cash Check# CC: Visa/MC Last 4 CC# exp. date: TOWI�I �� �A�IL��� Authorization # uff;�. Department of Community Development 75 South Frontage Road ;��(!� �� �/�(t� Vail,CO 81657 Tel: 970.479.27 28 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. . . _._.. .. ....__._..._ -- ----._._----..... __......_._...__ _._. ... _ _.. . . Application/Permit#(s)information applies to: Attention: �Revisions ��I � ` a C 1� ;/�/� � �Response to Correction Letter � � " � �,attached copy of correction letter �K�.��_� ���� Q Deferred Submittal (�Other .. . _ _... ._..__.. .____.._._.._._..,_.__..._.,�.......__�.__..__._._.._.��._....._....._... Project Street Address: '7,�S �I�.C��� ( Y'�. (Number) (Street) (Suite#) . _.___ _. __ . _. .. ...._. . .. . . . . Building/Complex Name: ' Description of Transmittal/List of Changes, Items Attached: .., . _.. - -.- .--..,.: _.�_, _ _,.. _.._.._____..-._.�-._ -�(�C D �'�,/� _ Applicant Information (architect,contractor,owner/owner's rep) Contact Name: Add ress: City 5tate: Zip: Contact Name: �� �{L.(� �y_-ti�I � . � ;(use additional sheet if necessary) — C�� •: _..:.. :...... ._..-.. :-... .�, -.. .,. ._: ... , : __ Contact Phone: �C � � �Building Permits: 'Revised ADDITIONAL Valuations(Labor&Materials) Contact E-MaiL• :(DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out :Building: $ in full the information required,compieted an accurate plot plan, and state that all the information as required is correct. I agree to `Plumbing: $ comply with the information and plot plan,to comply with all Town � ordinances and stafe laws, and to build this structure according Electrical: $ to the town's zoning and subdivision codes, design review ap- , proved,Intern �o. I Building and Reside tial Codes and other Mechanical: $ ordinance plicable the� X �Totai: $� � f , Owner/Owner's Represen ive Si ature(Required) _ . . .. _. .._._ _.... . .__. .. .._....-- -- - Date Received: For Office Use Only: �y � � � � � � Fee Paid: u � ���j, Received From: f1�C Q �r `t !J Cash Check# CC; Visa/MC Last 4 CC# exp,date; Authorization# .��WN pF VAI� � Scott S. Turnipseed, AIA arch�ec[ure I construction I intenor design December 9, 2014 Mr. Martin Haeberle Town of Vail r � � � ^,. � i �'�' � Chief Buildmg Official 75 S. Frontage Road Vail,CO 81657 RE: 625 FOREST ROAD TCO Dear Martin, The two items that are to be completed in order to get a full Certificate of Occupancy at 625 Forest Road are: 1. Plant the flowers in the flower beds 2. Change the grade of the heated driveway so that the grade on the first 10' of the driveway is a maximum of 8%and the grade on the remainder of the driveway is a maximum of 12%. We will complete these items as soon as the weather allows in the Spring of 2015. Please feel fr�to contact me with any questions. Sincerely,� � �°�`� � - .z ,�_ - ,. S ott S. u ipsee , � � � � �, �� � D ��� �� � ���� TOWN C�� �pIL � �� '��`1`�' �,, ii d`J �.,.,;t„i c�.,,,,r c,,,i,.7ii on o,,., ��oo �.,.,i„ rn oiaoi +. mn o�o onnn f. mn o�o onni ,.,�.,,.,+���.,�.,ti„�.�.,�.,,.,,.., Department of Community Development 75 South Frontage Road TQWN OF VAtL � va�i, co s�ss� Tel: 970.479.2128 www.vaiigov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. Application/Permit#(s) information applies to: Attention: ( ) Revisions ' • ` �( 2_ O Response to Correction Letter attached copy of correction letter �2—�G� O �� � ) �� i��.n ( ) Deferred Submittal � c�t�T►� LII�-- ( )Other _ Project Street Address: �, ,� �.��----r ,— ���' ��- �� (Number) (Street) (Suite#) Building/Complex Name: Description of Transmittal/List of Changes, Items Attached: Applicant Information �„ (architect,contractor,owner/owner's rep) U � /�l 1/t/ p ,, f�, , � Contact Name: !"� ��� �=�1.����G" � Address: � '� ' �/C �?j'g,� , �� /��� (�f City__�?�f�C� State: C�' Zip: �S`d� � Contact Name: �j� �7i1��-- (use additional sheet if necessary) Contact Phone: � � —p L(�`zj , _ Building Permits: �� C�� � �c��(��/(,� Revised ADDITIONAL Valuations (Labor&Materials) Contact E-Mail: � (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $ in full the information required,completed an accurate plot plan, and state that all the information as required is correct. I agree to ,Plumbing: $ comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according Electrical: $ to the town's zoning and su division codes, design review ap- proved, International Buil Residential Codes and other Mechanical: $ ordinances of th o `y�'� le th o. / _.. �( Total: g Owner/Owner's R resen a i � nature (Required) Date Received: � c� � � � M � For Office Use Only: ��m, ,l� )'yy� Fee Paid: N v cui Received From: cash Check# TOWN OF= VAIL CC: Visa/MC Last 4 CC# exp. date: Authorization # NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ,. �ow�o���,�. Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B13-0192 Project #: PRJ13-0046 Job Address: 625 FOREST RD VAIL Applied.....: 05/30/2013 Location......: Issued. . . : 02/2712014 Parcel No....: 210107210013 OWNER VAIL CUSTOM HOME COLLECTION 05/30/2013 Phone: 970-904-8939 C/O SCOTT TURNIPSEED PO BOX 3388 EAGLE CO 81631 ARCHITECT SCOTT TURNIPSEED, AIA 05/30/2013 Phone: 970-328-3900 1143 CAPITOL STREET, SUITE 211 PO BOX 3388 EAGLE CO 81631 License: C000001848 CONTRACTOR SCOTT TURNIPSEED, AIA 07/09/2013 Phone: 970-328-3900 SCOTT TURNIPSEED PO BOX 3388 EAGLE CO 81631 License: C000003796 APPLICANT VAIL CUSTOM HOME COLLECTION 05/30/2013 Phone; 970-904-8939 C/O SCOTT TURNIPSEED PO BOX 3388 EAGLE CO 81631 Description: NEW SINGLE FAMILY RESIDENCE Occupancy: R-3 Type Construction: VB Valuation: $2,400,000.00 .,..x...............�......................._,.,,..,,.......,,...................... FEE SUMMARY ..................................>....===..x.........................._....._, Building Permit-----------> $12,616.75 Bldg Plan Check----------> $8,200.89 Use Tax Fee-----------------------> $47,800.00 Electrical Permit---------> $977.50 Elec Plan Check-----------> $635.38 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $5,240.00 Mech Plan Check---------> $1,310.00 Additional Fees--------------------> $17,304.02 Plumbing Permit--------> $2,265.00 Plmb Plan Check---------> $566.25 Recreation Fee--------------------> $1,275.00 Investigation-----------------------> $0.00 Will Call------------------------------> $20.00 TOTAL PERMIT FEES--------------> $98,320.79 Payments-------------------------------> $98,320.79 BALANCE DUE------------------------> $0.00 .........,.�..,,,,,,,,,,,,,,,x,....,.�..,,,..,...........,.....,.......................,....,....,........,........,.,...,,..........,,...,,,..........,,......,,,....,,...,...,........... DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit_012811 � � i�V�I�i! 4�#� t� 1 .:...x....+.xxxx.......,r+.........x...+.x....+....«.+..xxx:r>��•.e..+•+.+...r..x.+xx.:+x....+..+.....:+...........x..x....�•......:rr,..+.:...+xxx.+......x..x.......•.x...+.x...•w+...x. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B13-0192 Address: 625 FOREST RD VAIL Owner: VAIL CUSTOM HOME COLLECTION LLC Location: ......>.....,....,x..................................................................x.,......................,.......x,,.�......,.,.....,...x.......,..,.,...,...,.......,,........, Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007)AND VFES STANDARDS. Cond: 50 (FIRE): FIRE SPRINKLER SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 13R(2007)AND VFES STANDARDS. combination permit_012811 t � ������ � *,r,r*w*xw,r,rrrrr*******,r*«,r,r,r***ww*r,trrr*r*r*****,r******+rr*r***,r*:*,r*,r**vr***r*,r********,rw,+r**,r***,r*,r«,r,r wwwrrrtr,r+r*r«««***++*,r***,r,+w**,r****r«*r,r++*+*** REQUIRED INSPECTIONS AND STATUSES Permit#: 613-0192 Address: 625 FOREST RD VAIL Owner: VAIL CUSTOM HOME COLLECTION LLC Location: **.*********«*«*«*«***.*„*„*„*,.*.,.**.*******,*«*„*„«,,.,************.,****„«..*«************.,*�**.,*«****„*„*********„*******************,..**.***..**«.*,.* Item: 00010 BLDG-FOOTING 07/30/2013 By: sgremmer Action: AP Comments: Ufer ground installed Item: 00020 BLDG-Foundation/Steel 08/13/2013 By:jrm Action: AP Item: 00021 PLAN-ILC Foundation Plan 01/07/2014 By: JB Action: AP Item: 00110 ELEC-Service 09/30/2013 By: sgremmer Action: PI Comments: temp and service Item: 00120 ELEC-Rough Item: 00200 MECH-Rough 09/19/2013 By: sgremmer Action: PI Comments: BSMT infloor heat 02/12/2014 By: sgremmer Action: PI Comments: forced air system, bath fans Item: 00210 PLMB-Underground 09/09/2013 By: sgremmer Action: AP Item: 00220 PLMB-Rough/D.W.V. 02/12/2014 By: sgremmer Action: DN Comments: All complete except basement bathroom has changed for original set of drawing, resubmit changes to TOV Item: 00230 PLMB-Rough/Water 02/12/2014 By: sgremmer Action: DN Comments: All complete except basement bathroom has changed for original set of drawing, resubmit changes to TOV Item: 00240 PLMB-Gas Piping 11/27/2013 By: sgremmer Action: AP Item: 00310 MECH-Heating Item: 00320 MECH-Exhaust Hoods Item: 00340 MECH-Misc. 09/12/2013 By: sgremmer Action: PI Comments: vapor barrier and insulation at slab 09/16/2013 By: sgremmer Action: PI Comments: test for water main 100psi Item: 00022 PLAN-ILC FRAMING 01/07/2014 By: JB Action: AP Item: 00030 BLDG-Framing 02/24/2014 By: sgremmer Action: PI Comments: Roof framing only Ok to spray foam Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail 01/14/2014 By: sgremmer Action: PI Comments: shaft for fireplace Item: 00070 BLDG-Misc. 09/03/2013 By: sgremmer Action: PI Comments: radon Item: 00190 ELEGFinal combination permit_012811 Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00533 PLAN-TEMP. C/O Item: 00534 PLAN - FINAL C/O Item: 00501 PW-Access/Staging/Erosion Item: 00503 PW-Final Driveway Grade Item: 00539 PW-FINAL C/O Item: 00540 BLDG-Final C/O Item: 00502 PW-Rough Driveway Grade combination permit_012811 ******�*************�************************�*****************************************+**�* TOWN OF VAIL, COLORADOCopy Reprinted on 02-27-2014 at 09:24:03 02/27/2014 Statement **************************************+*�******�*******************�************************ Statement Number: R140000113 Amount: $110.00 02/27/201409:20 AM Payment Method: Check Init: JRM Notation: ----------------------------------------------------------------------------- Permit No: B13-0192 Type: COMBINATION BLDG PERMIT Parcel No: 2101-072-1001-3 Site Address: 625 FOREST RD VAIL Location: Tota1 Fees: $98, 320.79 This Payment: $110.00 Total ALL Pmts: 598, 320.79 Balance: $0.00 ***************�***************************************�****�*************�***�************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- _� �;. NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES +�y��7y,j}��)A(� l+ 14/tt11'Vl YIllL.,•. Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B13-0192 Project #: PRJ13-0046 Job Address: 625 FOREST RD VAIL Applied.....: 05/30/2013 Location......: Issued. . . : 02/2712014 Parcel No....: 210107210013 OWNER VAIL CUSTOM HOME COLLECTION 05/30/2013 Phone: 970-904-8939 C/O SCOTT TURNIPSEED PO BOX 3388 EAGLE CO 81631 ARCHITECT SCOTT TURNIPSEED, AIA 05/30/2013 Phone: 970-328-3900 1143 CAPITOL STREET, SUITE 211 PO BOX 3388 EAGLE CO 81631 License: C000001848 CONTRACTOR SCOTT TURNIPSEED, AIA 07/09/2013 Phone: 970-328-3900 SCOTT TURNIPSEED PO BOX 3388 EAGLE CO 81631 License: C000003796 APPLICANT VAIL CUSTOM HOME COLLECTION 05/30/2013 Phone: 970-904-8939 C/O SCOTT TURNIPSEED PO BOX 3388 EAGLE , CO 81631 Description: NEW SINGLE FAMILY RESIDENCE Occupancy: R-3 Type Construction: VB Valuation: $2,400,000.00 ...............................................�..>.................,,,.......,,, FEE SUMMARY ..,.........,..._......,..._............,,«....,....,..,......_.......,,,_....... Building Permit-----------> $12,616.75 Bldg Plan Check----------> $8,200.89 Use Tax Fee-----------------------> $47,800.00 Electrical Permit---------> $977.50 Elec Plan Check-----------> $635.38 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $5,240.00 Mech Plan Check---------> $1,310.00 Additional Fees--------------------> $17,304.02 Plumbing Permit--------> $2,265.00 Plmb Plan Check---------> $566.25 Recreation Fee--------------------> $1,275.00 Investigation-----------------------> $0.00 Will Call------------------------------> $20.00 TOTAL PERMIT FEES--------------> $98,320.79 Payments-------------------------------> $98,320.79 BALANCE DUE------------------------> $0.00 ...........................................................................................,......................,...x....,,...........,.....,..,.........=x.,,.>..,....,..,.,.......... DECLARATIONS I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM -4:00 PM. combination permit_012811 , � r �t�.1�t1��#LIL 1 ...............................<,,,.,.....................................�...........>.,,...............,....................,.,,...............,.....,.............,....,.,,...,... CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: B13-0192 Address: 625 FOREST RD VAIL Owner: VAIL CUSTOM HOME COLLECTION LLC Location: NYritt'k4t�f 4fe#'rti1'frtrtri�4RM44��k 1rrteYe�khYrw'kt`##1`4fi(Y'f f f iF4tR4w44rtkhfrhtrMHwxl4kMi1'trtrfrwt`f RR4rttYrYrYf�Rfi�l1`4f#YriFhkxxfrt*ir*#'!fY(kk�kY�+#if`f�rtrtfrtf hhwxxiF*44YetrYr�4Rxki##Lf rtrtRfialt(fR!#�Y'Y'Yf wxf�lrlrY'YrYriw*rtrttf#!kf ir4f#'f 4ffeRte Cond: 51 (FIRE 2007): MONITORED FIRE ALARM SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 72(2007)AND VFES STANDARDS. Cond: 50 (FIRE): FIRE SPRINKLER SYSTEM REQUIRED AND SHALL COMPLY WITH NFPA 13R(2007)AND VFES STANDARDS. combination permit_012811 i � ��0��� , *******,r,+,r,r******,r*****+r**,r*,r*w,t+****,r,r,r,tr********,t*,t*,r,rw*w+**,r,t,t*,t,t***,r,t,t,t*x******,+w,tw*****,rw*+r*,r,r**,t**t,r**,t*,t****,r:***r,r,r+,t****,r,t,t*+r**,r***rr,r**,t** REQUIRED INSPECTIONS AND STATUSES Permit#: 613-0192 Address: 625 FOREST RD VAIL Owner: VAIL CUSTOM HOME COLLECTION LLC Location: *..****«*«**********„*.*.******.,,,****«**«„*..�.,.,**,,,,,.*********...*«**„*,.�..******,,..,**�*********.,**«*,.*.,***.,,*******«**.*******�***.**.**********„*** Item: 00010 BLDG-FOOTING 07/30/2013 By: sgremmer Action: AP Comments: Ufer ground installed Item: 00020 BLDG-Foundation/Steel 08/13/2013 By:jrm Action: AP Item: 00021 PLAN-ILC Foundation Plan 01/07/2014 By: JB Action: AP Item: 00110 ELEC-Service 09/30/2013 By: sgremmer Action: PI Comments: temp and service Item: 00120 ELEC-Rough Item: 00200 MECH-Rough 09/19/2013 By: sgremmer Action: PI Comments: BSMT infloor heat 02/12/2014 By: sgremmer Action: PI Comments: forced air system, bath fans Item: 00210 PLMB-Underground 09/09/2013 By: sgremmer Action: AP Item: 00220 PLMB-Rough/D.W.V. 02/12/2014 By: sgremmer Action: DN Comments: All complete except basement bathroom has changed for original set of drawing, resubmit changes to TOV Item: 00230 PLMB-Rough/Water 02/12/2014 By: sgremmer Action: DN Comments: All complete except basement bathroom has changed for original set of drawing, resubmit changes to TOV Item: 00240 PLMB-Gas Piping 11/27/2013 By: sgremmer Action: AP Item: 00310 MECH-Heating Item: 00320 MECH-Exhaust Hoods Item: 00340 MECH-Misc. 09/12/2013 By: sgremmer Action: PI Comments: vapor barrier and insulation at slab 09/16/2013 By: sgremmer Action: PI Comments: test for water main 100psi Item: 00022 PLAN-ILC FRAMING 01/07/2014 By: JB Action: AP Item: 00030 BLDG-Framing 02/24/2014 By: sgremmer Action: PI Comments: Roof framing only Ok to spray foam Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail 01/14/2014 By: sgremmer Action: PI Comments: shaft for fireplace Item: 00070 BLDG-Misc. 09/03/2013 By: sgremmer Action: PI Comments: radon Item: 00190 ELEGFinal combination permit_012811 Item: 00290 PLMB-Final Item: 00390 MECH-Final Item: 00533 PLAN-TEMP. C/O Item: 00534 PLAN - FINAL C/O Item: 00501 PW-Access/Staging/Erosion Item: 00503 PW-Final Driveway Grade Item: 00539 PW-FINAL C/O Item: 00540 BLDG-Final C/O Item: 00502 PW-Rough Driveway Grade combination permit_012811 **************+*********�****************************************�************************** TOWN OF VAIL, COLORADOCopy Reprinted on 02-27-2014 at 09:24:03 02/27/2014 Statement ***************************************�*******�******************************************** Statement Number: R140000113 Amount: $110.00 02/27/201409:20 AM Payment Method: Check Init: JRM Notation: ---------------------------------------------------------------------- Permit No: B13-0192 Type: COMBINATION BLDG PERMIT Parcel No: 2101-072-1001-3 Site Address: 625 FOREST RD VAIL Location: Total Fees: $98, 320.79 This Payment: $110.00 Total ALL Pmts: 598, 320.79 Balance: 50.00 *********+***********************+*************************+******************+************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ---------- PF 00100003112300 PLAN CHECK FEES 110.00 --------------------------------------------------------------------