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Home My WebLink AboutB07-0142Community Development Department 75 South Frontage Road i Vail, Colorado USA 81657 rrvi u V1 TEMPORARY 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: Name and description of project Meadowlark Development Single Family Residence Address of project: 4856 Meadow Lane Owner name and address: Meadowlark Development Partners LLC IBC Edition: 2003 Occupancy Group(s): R-3 Type(s) of Construction: VB Permit Number(s): B07-0142 Occupant Load: NA Sprinkler System Type: 13 Expiration Dat October 5, 2009 ' S - /P~' A artin aeb le, Building Official Date SEE CONDITIONS. 1. Complete mechanical/ plumbing items as per plans and obtain approved inspections. 2. Complete snow melt. 3. Fulfill Developer Improvement Agreement items. n (D N n n (D h n cr o rt ;D v N * (D m ~ n O W 0 O. ~ O rt n ` i G7 ~ o rt ~ u rn j CD . o rp 00 U ~ ` , ~ i ~ Oyyu O ee~-~~ [l'• ~ r. N O a4 n ~ rt H o Q a O O r r-L iJ ° 14) z (D e-) (D (D o x d o U) (D S L~ o r~ n y ' o ~ 7 ~I cn ~ w o (D zi ~ M . Ci) m --j w CD CL 8 (D ° o C cnC 0 o O ( D o n V A ^ v O N ` i U) 0 c 0 rt O ( D Cn o n n o m ~ w ~ H 0 0 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT Permit B07-0142 Project PRJ07-0030 Job Address: 4856 MEADOW LN VAIL Location.....: 4856 MEADOW LANE Parcel No...: 210113104011 Status ISSUED Applied..: 05/16/2007 Issued . .Q~vv; tti$ tUq- Expires.....: 07/06/2007 OWNER MEADOWLARK DEVELOPMENT PARTN05/16/2007 PO BOX 6605 TYLER TX 75711 ARCHITECT JOHN G. MARTIN, ARCHITECT LL05/16/2007 PO BOX 4701 EAGLE CO 81631 License: C000001843 APPLICANT SINGLETRAK BUILDERS, INC. 05/16/2007 Phone: 970- 668-1200 PO BOX 4655 FRISCO CO 80443 License: 343-A CONTRACTOR SINGLETRAK BUILDERS, INC. 05/16/2007 Phone: 970-668-1200 PO BOX 4655 FRISCO CO 80443 License: 343-A Desciption: LOT 12-CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE Occupancy Type Factor Sq Feet Valuation RESIDENT/1 & 2 FAM ( ZONE 2 VB 109.63 5,248 $575,338.24 Totals... 5,248 $575,338.24* Number of Dwelling Units: I Town of Vail Adjusted Valuation: $575,338.24 Revision Valuation: $14,500.00 **+***r*******■*****►*r**+****v*r+******+►*+*►*+*******+rt*** FEE SUMMARY Building > $3,661.25 Restuarant Plan Review--> $ 0 .00 Total Calculated Fees-----> $6,831.26 Plan Check $2,379.81 Recreation Fee------------ > $787.20 Additional Fees > $0.00 Investigation-> $0. 00 TOTAL FEES > $6 , 831.26 Total Permit Fee-----------> $6, 831.26 Will Call-----> $3 . 00 Payments > $6,831.26 BALANCE DUE--------- > $0.00 a**sx+****+*****t*x******t**:~~s*****a**s~s****r.*r►r***r*.rs*+:ra~*»+**r***«*~* *+*~*~***ss~*:*s****r**~****.**r***~~s*rs sa******v*~**.*******~s**► Approvals: Item: 05100 BUILDING DEPARTMENT 06/13/2007 cgunion Action: COND 1) PROVIDE COMPLETE CONSTRUCTION DRAWINGS i INSPECTION REPORT FOR THE SOIL NAIL WALL REVIEWED AND APPROVED BY THE STRUCTURAL PRIOR TO FOOTING INSPECTION. SPECIAL INSPECTION REQURIED FOR SOIL NAIL WALL CONSTI 11/02/2007 jpiano Action: AP Changes to foundation approved with receipt soil nail drawings or written approval of as-built wall supporting footing Item: 05400 PLANNING DEPARTMENT 06/04/2007 RLF Action: AP 11/02/2007 RLF Action: AP Reviewed revisions on 11/1/07 Item: 05600 FIRE DEPARTMENT 05/17/2007 JJR Action: AP See conditions. Submit shop drawings for sprinkler and alarm systems. Item: 05500 PUBLIC WORKS 06/06/2007 gc Action: DN Provide stamped PE drawings for all retain: single and combination walls with required info factor of saftey, design peramiter and assumptions. Provide a Public Way permit with staging plan. Provide a Revocable Right of Way permit. 06/20/2007 gc Action: AP 11/07/2007 gc Action: AP Revisions of retianing walls approved 11/7, Item: 05550 ENGINEERING CIVILS See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. 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 towns 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 ADVANCE BY TE "HONE AT 479-2149 OR AT OFFICE FROM 8:00 AM 4 PM. P, / r. n / / •v s NATURE OF OWNER O CON CTOR FOR HIMSELF AND OWNER CONDITIONS OF APPROVAL Permit B07-0142 as of 11-08-2007 Status: ISSUED Permit Type: NEW (SFR,P/S,DUP) PERMIT Applicant: SINGLETRAK BUILDERS, INC. Job Address: 4856 MEADOW LN VAIL Applied: 05/16/2007 Issued: 06/21/2007 Location: 4856 MEADOW LANE Parcel No: 210113104011 CONDITIONS Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008950 Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0008951 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: CON0009063 1) PROVIDE COMPLETE CONSTRUCTION DRAWINGS AND SPECIAL INSPECTION REPORT FOR THE SOIL NAIL WALL REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO FOOTING INSPECTION. SPECIAL INSPECTION REQURIED FOR SOIL NAIL WALL CONSTRUCTION. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. TOWN OF VAIL, COLORADO Statement Statement Number: R070002482 Amount: $109.72 11/08/200703:34 PM Payment Method: Check Init: LC Notation: #1324/ SINGLETRAK BUILDERS INC. Permit No: B07-0142 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-131-0401-1 Site Address: 4856 MEADOW LN VAIL Location: 4856 MEADOW LANE Total Fees: $6,831.26 This Payment: $109.72 Total ALL Pmts: $6,831.26 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 BUILDING PERMIT FEES 66.50 PF 00100003112300 PLAN CHECK FEES 43.22 4' trit--7 APPUMION WILL NOT BE ACCEP D IF INCOMPLETE OR UNSIGN __)_0 ~uilding Per, Mit , tt , ~j I qz 976,4719-2149 .(In" TOWN OF OV&~' REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permiti are required for electrical, plumbing, mecpPaZV!q4-~ 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. L"further insb~ctions will be performed until the revisions are approved. CONTRACTOR INFORMATION Gp-neral Contractor- Town of V?il Reg. No.: 11 Contact and ' - ~_V_ N ) I I "y A LkhT-5; 4~42] liq Kn t~ rud -2AS ATTENTION: JOE, JR, CHARLIE, GREG, MIS I Contj4jMr.SAfiatwve/1 ) IM 6~Ao Z,,~ r-f)MPI F=Ti= P1=V1_q1()N.q FVAI IIATWWR FOR RHILDING PERMIT (Labor & Materials) REVISED AMOUNT: $ ELECTRICAL: $ R: $ PLUMBING- $ MECHANICAL: $ I FREVISED TOTAL: $ Junr t)nrt.,nia j=mma rnitnfif A ccoczcnrc r)ffinp af Q7n__,?2R_Rsjn nr vi-qif www Paolp-rntintv com Job Name: Lob Address Af~~ WA ~W Legal Descr7iptionj Block: -"7] Filing: _ Subdivision:V& F Address: ',,)P!~nnjq~W 1 " j Arth Address: E Ao;j~ f ~).MW,j Address: _ 1 REAS N FOR iCEVISIONS: 1-APP1 T-IrLI&L, &EIA1 ss: New Addition Remodel Repair Demo Other Work Type: Interior ( ) Exterior Both N ___jFDoes an EHU exist at this location: Yes( No Type of Bldg.: Single-family X Two-family Multi-family Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: I ~ No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances Gas Logs (1) Wood/Pellet Wood Burnin g ( ) No/Type of Fireplaces Proposed: Gas Appliances Gas Logs _(b -Wood/Pellet Wood Burnin g (NOT ALLOWED) Does a Fire Alarm Exist: Yes( ) No (1) - ILDoes a Fire Sprinkler System Exist: Yes( ) No I r)F1=1r1= I I_qF C-)PJI Dale Received: c Permit Fee (10): FP_1an Ck Fee (80): _r _ pt c r cepted By: I Permit Fee (11): Plan Ck Fee (81): 0 Outsou rc utsourced Terms: F:\cdev\FORMS\Permits\Building\building_revision-4-18-2007.doc Page 1 of 1 7 4/18/2007 Town-of Vaff 07 OfF~ R26491 4 n _ - - - 2007 ce M r iTek anal- - - 6.500 s Apt Apr 2 2 200 Industries, Inc. T~M?y 15 13:47:49 2008 Page 1 -2-9-15 4-9-4 _ 9-2-15 14-0.3 3.10 4.24 Special 6 Special 18 Special 77 Special 46 n 6X8 , 5 16 rv Special 15 Nailed 4 4x6 14 1 Nailed 3 13 9 8 12 26 25 Special ~ n 10 24 Nailed 23 a 2 4x4 22 Nailed Nailed 11 21 Nailed L 1, 2114 li 2.a3 F12 20 19 Nailed Nailed Nailed 18-2-14 5.8 4-94 4-5-12 4-9-4 LOADING (per TCLL 85.0 (Roof Snow=85.0) TCDL 10.0 BCLL 0.0 BCDL 10 0 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2 X 8 - 2 rows at 0-7-0 oc. 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 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 connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated, 3) VNAind: ASCE 7-02: 90mph; h=25ft; TCDL=6.Opsf: BCDL=6.Opsf: Category II: Exp C; enclosed: MWFRS gable end zone; cantilever lef right exposed : end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 4) TCLL: ASCE 7-98: Pf=85.0 psf (Flat roof snow), Exp C: Partially Exp. 5) This truss has been checked for uniform snow load only, except as noted. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 85.0 psf on overhangs non-concurrent with other five loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonooncurent with any other live loads. 8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capac bearing surface. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and reference standard ANSUTPI 1. 12) "Nailed" n indicates 3-10d or 2-12d common wire toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. Continued Design vatic for use only with Mirek connectors. I his design is based only upon parameterssnown. ana a ror an mamaual ounaing component. Applicability of design poramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is fa lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricat-, qatuality control, sludge, delivery, erection and bracing, consult ANSIATPII Quality Criteria, DSB-89 and BCSII Building Canlpmenf Safety lnbrmion mailable from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719, l 7777 Greenback Lane, Suite 109 1 Citrus Heights. CA. 95610 www.r)dffactory.com May 15,2008 R28491405 1 I ~ 9.166 Reference (optional) 6.5006s1W 2 2007 M7ek Industdes, Inc. Thu May 15 13:47:50 2008 Page 1 2-9-14 4x6 II Plate Offsets (X YL I 0-0-3 0 4 21 LOADING (pst) TCLL 85.0 (Roof Snow=85.0) TCDL 10.0 BCLL 0.0 NOTES 1) Wind: ASCE 7-02; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf: Category II; Exp C; endosed; MWFRS gable end zone; cantilever left and right exposed : end vertical left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-98; Pf=85.0 psf (flat roof snow); Exp C; Partially Exp. 3) This truss has been checked for uniform snow load only, except as noted. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSIfFPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. uesgn vain ror use omy wnn mnex connectors. nfs aesign is oasea only upon paromerers snows. ano rs ror an ma --ng componem. Applicability of design paramenters 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 erector. Additional permanent bracing of the overall structure is the responsibifty, of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/71`11 Quality Criteria, DSS-89 and SCS11 Builch Component Safety Inloir a on available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, wl 53719. www.odffactory.com I 7777 Greenback Lane. Suite 109 I Citrus Heights GA. 95610 May 15;2008 -n6) Nc D M D o p} X m~ K Z D y p O M A N ^ ry n N m O C C. Q Q Q a 3 0 0. N ID 3 n z 3 f► n Q 0 o g- 0 6- O 3 3 0 . 3 Q (D Q' ,n Q j Q c ~ O Q. 7 ~-c C)- Quo°3mm Q-0 6n O ID CL 11 cn 0 ID El a- = (Q 0(D-0 SN° 0 0-N:7U O 30Q3 cr_ NO ? O2 fan n -a(D Z OC(D (C n' N 0 (D Q - S~ Q 7 N 7 ~(p Q 4 Q_-• 6:3 o o Q 0 0- L'. (D -60 - Q (D ~ n 3 N Q~ ° 3 H v Q n -(D 7C QD0 00 (D < (D Qn°~(D O 0 07 (Q Q c a C Q. Q Q O Q c O o' nQ S. Q°a o' n(D0 Z O n p 3O ~z A N ODC ,A O•J N ~D ~m x N"G`^ o n °c ~m cl, W T V/W yA F 91 ° m U. V 0, D N r D ~ o D DN -0 m m m v m D< N z 0$ 0 y w m H A OA W m~ m A Z O q D ~ Dn 3 3 ~79 y A ~ O N v N m w (D (D Q °QH 7 C 0°a3 aO Qua (p00 ~Q 0 (D O (D ~ N 7• O V O n 2 O 0 N rn U (D T O a Q ~ O N O H (D' 3 ° O O Q o N ° Q O M r y > ✓ r 3 A" O 0 O ' z N o~ Q DOO n aa3-3 D z m~ c N~ L 0 a Q O 22 S (D B (D cyn Qm m Z (D O (D F). O0, D 0-75.0- -d o : m . O (D S -L. Q_ ? Z ~ (D O ( (D H3 ~ C A P 3 OJ cr N a m ~ _ po Q f w (O o J = o N rt o Q 3 m (D 7 S O n 2 O O W N -O Oa P U A W N T D O O ~ V P U A W N 7- > Q o yam -a (D g Qo n o~ i50 j55c 5, nj5n cc 5c so oo~ n gam 11 z cF g3 as z~ J < ° o<D o 00 o ~0 0a 003 a~ 3-0 m'D Q, m~ 03o c oNo Qfl OD C, ~a N a_ 0o no°_ = oo J ° -3 - v o o~ ° -o0 3 spa m -6 0- Q (D ID 3 -o S o (D3~ a 0 j° (0° aoc (D ~ .(D ;$a 'OO 3 W~0 om ro~Nfl Q' Q O3 I (4-.>> o 3 ~a ~m n° Q3~ m m~v°. ~cD oma5 (D O ~jo 0 ~ n SD m 0 mh o -n o a 9 a a c m J 3° n°, Q- n~ jQ 0 m° o m n~ a s a6 ~ o 3 a O~ O 3 p'(DN N 17 (Q9 a0' fl JO ayy O_np ~J 3c fQaQ U Q~ a -0 N N°(~``-' ° 0 (D CO - Q (D Q°Q~ ° ~C ° _ ~ 03 s °-(D c? Qfl a Q Q 0 ID °m (D~ s ~ O~° _ s a ° m„ _ am oo_ 30 c ga 0 a o - =tD; m0 „',Qaa _n O p a`` c m °-m O- ID m Qnd H '3 a ,,-o (0 0<H 2 mQa n m~ m 3 3 'a m° 0~o'o m m° yoo z NQ m o00 '~-(D Q cc ma I N cQ o m~ W s~ NaN °0 8(0 ° °a 0a 0, QQ Q - N 9° ? Nm N.~ ° ° N~ _°6' Qm a NQ N 0(Q (D ~t -0 00 12, - Q nO' mo m' ° h 3 h >'0 3° °°-0 n°- ° ~ ~-o ° fl ° 0 ag o oCD (D c c' p F (D a m d m7_ o m ' (D 0 0 0 J a 3 <n 0 "c O O ~ F J 3 0Q a~ J O (D O 3 J c N Q m N fn (D (D (D n' 3 S Y a w (3D n a o c n = S R fl. Q 50 (D P °g on 0 (D (D ° o J m ° ° 3a D D ~ 0 J3R (D (D Q o'Da s Q. a a „(D D o a~ y< ono a (D gQ 0 m a~ o co 3 D, (p Z sD 3 0 (D N www.i)dffactory.com Job 702 - 2x4 5x10 = 828491392 3x10 1' Plate Offsets KY): F7:0-6-0,0-5-81 LOADING (psf) TCLL 85.0 (Roof Snow=85.0) TCDL 10.0 BCLL 0.0 NOTES 1) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 - 2 rows at 0-5-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Alf loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-02: 90mph; h=25ft: TCDL=6.Opsf; BCDL=6.Opsf, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever right exposed ; end vertical left and right exposed, Lumber DOL=1.33 plate grip DOL=1.33. 4) TCLL: ASCE 7-98, Pf=85.0 psf (Flat roof snow): Exp C, Partially Exp. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) WARNING: Required bearing size at joint(s) 8, 5 greater than input bearing size. 9) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 12751b down and 116 111, up at 0-8-12, 1275 lb down and 116 lb up at 2-7-4. 1275 lb down and 116 lb up at 4-7-4, 1275 Ib down and 116 lb up at 6-7A, 1275 tfrd~j and 116 lb up at 8-7-4, and 1275 lb down and 116 lb up at 10-7A, and 1275 lb down and 116 Ito up at 12-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. D a val i for use only with MTek connectors. This designs based only upon parameters he and ;.s for a d dial b Id g co Dc a prlicob,Oiti of design paromenters and proper incorporation of components resp-ib ty f . a k g . t r - r port of individual web members only. Additional temporary bracing to insure + o e.n erectore. Ada fion al permanent bracing of the overallstructurestheresponsiblily ofthe bu Idng oesgoer Forgenera g,donee reg. ng fabrication gaality control, storage, delivery . erection and bracing, consult ANSI/71`11 Quality Criferia, DSB-89 and BCSII Building component Safety InbrmaBon available from Truss Plate Institute. 583 D'Onotno Drive, Madison, WI 53719. S Jul 777; 109 C-nu;, www.pdffactory.com 4x12 II 8x12 - 4x12 I' 6.8 - May 15,2008 R28491393 15 13'.3727 2008 Pagel Plate Offsets (X Y1[20-0-11 0-1-141 (2:0-38 0-9-141 f?:00.41- 1-7-111 LOADING (psf) TCLL 85.0 (Roof Snow=85.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 NOTES 1) Wind: ASCE 7-02, 90mph: h=25ft:. TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp C; enclosed; MW=RS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-98; Pf=85.0 psf (flat roof snow); Exp C: Partially Exp. 3) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 85.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify rapacity of bearing surface. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and reference standard ANSUTPI 1. g, clid se only in 1 This t Iv p parameters she d w f, c, d - iue bu Idng comp e n - bitty of design r- c -p,, nc e t is respons bil tv c e r onus des gner B c teral support of ind b rs only n eorary bracing to insures h A_ ,.Yon is the respo b , ~f he ere_tor. Additional PermarenI or- g 11 11, overa 1Irr-c e Is the responsibr6ty of the building oes gnu or general guidance regarding fabrical ion, quality control, storage. delivery . erection and bracing, consult ANS17TPH Quality Criteria, DSB-89 and BCSII Buldxg Cmlpment Safety IrdormaBm available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. 71777 www.i)dffactory.com 2-0-0 7-10-10 3 May 15,2008 R28491394 LOADING (psf) TCLL 85.0 (Roof Snow=85.0) TCDL 10.0 BCLL 0.0 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of it erector. Additional permanent bracing of the overail structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consult ANSI/1P11 Qualify Criteria DSB-89 and SCSII Suddi Com onent Safety Information available from Truss Plote Institute. 583 D'Onofrio Ddve. Madison, wl www.pdffactorv.com 2-0-0 5-10-10 May 15.2008 53719. - P i 7777 Greenback Lane, Si" m109 Citrus Heights. CA. 95610 s Jul 13 Plate Offsets (X.Y): T2:0-0-11,0-1-141, [2:0-3-8,0-9-141, f2:0-4-0,1-7-1 11 LOADING (psf) TCLL 85.0 (Roof Snow=85.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 NOTES 1) Wind: ASCE 7-02; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category 11; Exp C; endosed, MWFRS gable end zone: Cantilever left and right exposed , end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-98; Pf=85.0 psf (flat roof snow); Exp C; Partially Exp. 3) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 85.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live bad noncencurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. is for lateral support of individual web members only. Additional temporary bracing to insure stability during constructions the respons bilRy of if rector. Additional permanent bracing of the overall structure the esponsibdty of the building designer. For general guidance regarding fabrication qualify control, storage, delivery, erection and bracing comutt ANSI/TPI7 Owlity Criteria, DSB-89 and BCSn Building Component Safely Into rnahon available from Truss Plate Institute. 583 D'Ono6w Drive, Madison, WI 53719. 7777 Greenback Lane, sure 109 Citrus Heights, CA. 95610 www.r)dffactory.com 2-0.0 3-10-10 3 May 15,2008 R284913% Plate Offsets (X Y) [2:0-0-1,0-2-01 LOADING (psf) TCLL 85.0 (Roof Snow=85.0) TCDL 10.0 BCLL 0.0 Design vat d for use only with Viiea co, _ -ioa_ ih s 3 bas o on v upon pa on,cfers si wn ord is `cr an individuat building compo-t F ~I'~ao. f _f design A - . - ~ooner.f e p., uiiding designer not truss designer d - . pc h~ 'r., f . .ovary b., blity during is the respo sn r _ eres..rcld lion.: perm._ 1 b.c q f & . _ it e responsib Itr of "he .,ing designer. For general guidance reg ra bricotion quofdy control st .g e, delivery erection and bracing, consult ANSI/TPll Qualify Criteria, DSE-89 and BCSII BuAding Component Safety Informofion available from Us Plate Institute. 583 D'Onofrro Drive, Madison. WI 53719. 7777 Greenback Lane. Sute 109 www.i)dffactory.com 2-0-0 1-10-10 May 15,2008 Type Job Truss 7-7 KLM9iJ97J .15 Ju Reference Lo l 13 2005 Mi ofanen Overholt Truss. Delta. Co 81416 6200 s Jul t 3 2005 MiTek Industries, Inc. Thu May 15 13.3729 2008 Page 1 4-4-13 1.4 _ i 214 5 LOADING (psf) TCLL 85.0 (Roof Snow=85.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 Sc_- r I~ IeJ ry N 1 NOTES 1) Wind: ASCE 7-02; 90mph; h=25ft; TCDL=6.Opsf, BCDL=6.Opsf: Category II: Exp C: enclosed; MWFRS gable end zone: cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.31 2) TCLL: ASCE 7-98; Pf=85.0 psf (flat roof snow); Exp C; Partially Exp. 3) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 85.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSI(TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIITPI 1. esgn vcl d for ~:e only h p Tol. ors_Th ti =an. 1s based oNV pen parameters I'll- nod is for 11 indlvld 11 building component. A~pricab' , ct ~mperen^'s esporsbiir .dire s I",g'e P __n infer"I;, p, c..-r - _ d.~ porn .ng to it s, e 1 ,S _ s 1, odor. Addliional perman _ g ^f l,e ,-6i sf ,11,e s r' e respons,b l ty of the bu.ld rg Jesigne _ r,,r ge,. al g ,'dn ,ce regard ng fabricatiro quality control, storage, delivery, erection and bracing, consult ANSIRI'n Quality CMeria, DSB-69 and BCSII Building Component Surety inbrr_ ion available from Truss Plate Institute. 583 D'Onofno Drive, Madison. W1 53719. 7777 Greenback Lane, Sate 1 D9 Citrus HeiaMS. CA. 95610 www.pdffactory.com May 15.2008 6'9-14 Scale = 123.1 LOADING (psf) SPA, n 2~r 0 ( CS I OE L in (LCi i Lki TCLL 8-0 (RDof Snow 8 P~7 CC TC t; 5° W: 7 1 ! tr - - TCDL 10 0 L~ - ' ^l 6 .3 Ye v = _ i - - _ BCDL 10.0 Cr. l ( I I tl ib>. Ll - g-- _ TOE ~ . - - - TC _ BOT 2 BC F_ Z - 10 X _ B'- g - NOTES 1) Wind: ASCE 7-02; 90mph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; Category fl; Exp C; enclosed; MWFRS gable end zone; cantilever left and right eVosed ; end vertical left and right e>tposed. Lumber DOL=1.33 plate gdp DO4_=133. 2) TCLL. ASCE 7-98, Pf=85.0 psf (flat roof snow); Exp C; Partiafly Exp. 3) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 85.0 psf on overhangs non-concurrent wM offer live loads. 4) This truss has been designed for a 10.0 psf bottom chord rive load nonconcurrent vn-th any other rive loads. 5) Th;_ i:uss requires plate inspection per the Tooth Count Method when this truss is chosen for quardy assurance inspection. 6) Ref- to girder(s) for truss to truss conneclions. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSIn PI 1 angle to grain formula. Building designer should verily cap" bearing surface. 8) 71" truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and reference standard ANSVTPI 1. L^L- `~r use ony th h4 ekc T ,7 y yip.,: ho 7r;r d d al ~ - ofdesignp-1„ _ ul~f, icy :J. - :tt - rtional perma nr ora~ r nc~ a:e ~i ,UOncL ,e oL r✓ de.gce - era g ~.r _ e ~„n~ ;uatity coot ol, storage. del eery. ,rec hon.~o dbrat n8 .-O ANSI/TPII Q-tity Cdi-ia, DSB 89 and BCSII Budding Component T777 G 6a~A L- mute 109 aBon available 6om Truss Plote 7m_Mute.3 D'Onolr o Drive, Madw . WI 53? 79 1 Onus Hr- ,m, c.c 450 - vn www.r)dffacto[y.com 2-0-0 64-14 May 15,2DO8 Job Tn1st Tnms Type Ply SINGLET1M BULDERS 828181399 CK1716 6 DW FOR / .106 Rd~ (wdorUll Ovahot Tnas, Delta. Go 81416 6200 a Jd 13 2005 hkTek kM~sies, bl- Th." 151391:302988 Pegs 1 SWp=1.17.9 414 LOADING(psf) SPACING 240.0 CSI DEFL in PDC1 Ytletl LAd PLATES GRIP TCLL 85.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.03 2-5 >999 240 MT20 1691723 (Roof Sr1ouF85.0) Lumber l=Pnse 1.00 BC 0-19 Vert(TL) -0-07 2-5 >783 180 TCDL 10-0 Rep Stress Incr YES Nib 0.00 Harz(TL) -0.01 4 rata n1a BCLL 0.0 Code IRC2063rrP12002 NOVO tNeight 23 b BCDL 10 0 LUMBER TOP CHORD 2 X 6 SP. 210Cr 1.8E BOT CHORD 2 X 4 SPF 165CF 1.5E --!'"ER - -ft ? Y - -AW Stud 2-9-3 BRACP..`1 TOP CHORD Str.;,-± - J ttiezn~--_ r BOT CHORD fW .c.,..-a. , 10 - 0 . w a REACTIC-' (i : s) 4-33&%L-t_ , Max Huz2=:50;^ ~ Max UpMW- 141- 2= 13E'. _ s 2,, :Sd case 2) t-£ Tension TOP CH: 1-2=v. _ 2-~= BOT CHOF^ 2-5- NOTES 1) Y16 _ ASCE 7-02.90rnph; h=25$ TCDL=6.Opsf; BCDL=6-W, Category tt; E1g1 C; enclosed; MWFRS gable end zzone; cantilever teH and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=133_ 2) TCLL: ASCE 7-98; Pf=85-0 psi (flat roof snovl; EV C; Parfialty Exp. 3) This truss has been designed for greater of min roof five toad of 18.0 psf or 2.00 timos ffat roof load of 85.6 psf on overhangs non-corlgxarent vim! -A---r live foaft- 4) This buss has been designed for a 10-0 psf bottom cllard Tnre Toad nonconfurrent wt87 any other five loads. 5) This truss requires plate inspection per the Tooth Count Method vvhon this truss is chosen for quality assurance irlspedion 6) Refer to girder(s) for truss to truss connections, 7) Bea ng at join's) 2 considers pallet to grain value using AN nTn 1 angle to grain formr¢a- BuMetq designer should VL4* capacity of beanng surface. 8) This truss is designed in accordance vAIh the 2D03 International Residential Cate sections 8502.11.1 and R80Z 10.2 and referenced standard ANSYTPI 1. De4gn void fw ure only w1h h9ek canner s. Th sdesW s bamd orty rpm pains .,shown, ands lzx an hcMdud bukbig conpar, n Appicab3fy of dewgn pa~zr'es and pmp~'rnorpomb-n o componF t is respon,rUT!y of b, 9dmg d=sgn of tr: desU- 7lracny is for 10 Aerd rapport of kKffvkW web rnernbes a* Addlio iol temporary bmcrg to inure s.ab6'y a my cns rucfion fie sespo st rT? ? Ilse -t- AddPiiono? xr. nor:er.*. bvc ng of t~ _~i t . - n kr kfi y ,yam F _~c. -d .g., d ; j fahrimllon, quinsy pnfrol, sTarcge. Aver ~.Fc and C. - ,w A. SI PI7 goody Criteria MB 87 oral K V 8 7ding Compor..:,.t _Sz 789 Stlery Mo!n~a~a: a? !e ..sr Tar-Roe!rs?ill e.5_D_..ct._.. .e... W151719. 7177 G-_ tilts.;. H, :tho' " _ - e aeon www. pdffactory. com 2-0-0 44-14 tt May 15,2008 5-1-12 I 1041-0 l 14104 I 20-0-0 I 22-0-0 5-1-12 410-4 410-4 5-1-12 2-0-0 Scab = 1.40.9 II 6.10 r 5-112 I 10-0-0 14104 1 20-0-0 5-1-12 4104 4104 57-12 LOADING (psi) SPACING 2-0-0 CSI DEFL in poc) ydeti L/d PLATES GRIP TCLL 85.0 Plates Increase 100 TC 0.76 Vert(LL) -0.41 8-9 >576 240 MT20 169/123 (Rod Snow=85.0) Lumber Ntaeme 1.00 BC 027 VerIM) -OM 8-9 >421 180 TCDL 10-0 Rep Stress Incr YES W8 0.91 HwzM) 0.49 5 n/a n1a 0.0 BCLL to O Code IRC2000/TPI2002 (Matrbr) Weight: 104 6 LUMBER TOP CHORD 2 X 6 SPF 165OF 1.5E -Except- 3-6 2 X 6 SPF 210OF 1.8E BOT CHORD 2 X 6 SPF 165OF 1.5E WEBS 2 X 4 WW Stud *Except* 3-8 2 X 4 SPF 1650F 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at rrddpt 2-8 Left: 2 X 4 WW Stud, Right: 2 X 6 SPF 165OF 1.5E REACTIONS (lb/size) 5=2521M-5-14 (input: 0-5-8), 1=2025/0-5-8 Max Horz I=84(load case 5) Max Uplift5=222(bad case 8), 1=-106(load case 7) Max Grav5=2939(load case 3), 1=2257(load case 2) FORCES (lb) - Maximum CompressbnMlaxim rn Tension TOP CHORD 1-2=6800/248, 2-10=5491/91, 3-10=5368/115, 3-11=536&114, 4-11=5484191, 4-5=-6272/134, 5-6=0/225 BOT CHORD 1-9=18545819, 8-9=18515859, 7-8=-55/5376, 5-7=-53/5321 WEBS 2-9=21/161, 2-8=1600/770, 3-8=5/3676,4-8=1283/859,4-7=109/156 NOTES 1) Viind: ASCE 7-02; 90nph; h--M; TCDL=6.Opsf; BCDL=6.Opsh, Category II; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-98; Pf=85.0 psf (tYat roof snow); Exp C; Partially Exp. 3) Unbalanced snow bads have been considered for this design. 4) This truss has been designed for greater of min rod Rime bad of 18.0 psf or 2.00 tines flat roof load of 85.0 psi on overhangs rKx concur d with other live bads. 5) This truss has been designed for a 10.0 pst bc4om dtord Rime bad nouoonarrent with any oher Rime bads. 6) This truss requires plate inspection per the Tooth Count 14ediod when Itm Vim is drose; for quaky asswance inspection 7) WARNING: Required beailg size at jok Ws) 5 greater than input bearing size. 8) Bearing at joint(s) S. 1 considers parallel to grain value using ANSVTPI I angle to {pair formula BukbV designer should verilly capacity of beaing surface- 9) This truss is designed in accordance vAh the 2003 tManafotul lesida>fid Code sections 850211.1 and 8802-102 and rellerenced standard ANSVTPI 1. 450 LOAD CASE(S) Standard vF ereatad -with puffFactury trial version www.r)dffactory.com 7x12 % 1.- - May 15,2008 lob Tnrss Tnrss Type Ply SMIGI.E REE BIInLDETtS R2N91401 X1726 S3 SPECIAL 7 1 Job Reference (oOtiorW) Overholt Tess, Delta. Co 81416 6200 s Jul 13 2005 MiTek Industies, Inc. Thu May 15133731 2808 Page 1 5-1-12 4-101 2-0-12 6.8 = 3 Scale= 1:35.4 ya , 3x10 \1 5.1-12 5-1-12 1043-0 12-0-12 4-101 2A12 Plate Offsets MY): [1:0-1-1.0-2-21,11-0-3-8.1-7-111 LOADING(psf) SPACING 2-" CSI DEFL in (toc) Udel L/d PLATES GRIP TCLL 85-0 Plates Increase 1.00 TC 0.48 Vert(LL) -0.17 7 >820 240 MT20 169/123 (Roof Snow=85.0) Lumber Increase 1.00 BC 0.69 Vat(TL) -021 7 >657 180 TCDL 10.0 Rep Stress Inrr YES WB 018 HWATL) 0.08 5 nfa rLfa BCLL 0.0 Code IRC2003/T PI2002 (Matrix) Weight 61 b BCDL 10-0 LUMBER BRACING TOP CHORD 2 X 6 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 383 oc pxgkns, except BOT CHORD 2 X 6 SPF 165OF 1.5E end verticats. WEBS 2 X 4 WW Stud -Except- BOT CHORD Rigid ceiling drectly appled or 10-0-0 oc bracing. 4-6 2 X 4 SPF 1650F 1.5E WEBS 1 Row at midpt 2-6 WEDGE Left: 2 X 4 WW Stud REACTIONS (lb/size) 5=1227/Mechanical, 1=1227/0-5-8 Max Horz 1=157(load case 6) Max UpIiR5=102(load case 8), 1=65(load case 7) Max Grav5=1275(load case 2), 1=1684(load case 2) FORCES (lb) - Maxinurn Compression/Maximum Tension TOP CHORD 1-2=4490/222, 2-8=-1852/89, 3-8=-1574/112, 34=1453/124, 4-5=-1317/104 BOT CHORD 1-7=27213749, 6-7=-273/3780, 5-0=-16/29 WEBS 2-7--0/184,2-6=-2143/216.3-6=0/386,4-6=-9611679 NOTES 1) Wind: ASCE 7-02; 90mph; h=25ft; TCDL=6.Opsf; BCOL=6.Opsf, Category 11; Exp C; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL: ASCE 7-98; Pt-85.0 psf (flat roof snow); Exp C; Partially Exp. 3) Unbalanced snow bads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live bad xwncermaerent vAh any o1heir five bads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality, aassurance inspection. 6) Refer to girder(s) for buss to truss connections. 7) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to gain fonrltla. Building designer should verify capacity of bearing surface. 8) This truss is designed in accordance with the 2003 International Residential Code sections R502.1 1.1 and R802.102 and reerenc standard ANSYTPI 1. PDF created with pdfFactory trial version www.r)dffactorv.com May 15,2008 5-1-12 I 1040.0 I 14-10-4 I 20-0.0 I 22-0-0 51-12 4-10-4 410-4 51-12 2-0-0 Scale = 1:38.6 6x10 II 51-12 I 51-12 160-0 1 4-10-4 14-10- 4-104 l 20.0.0 51-12 Plate Offsets (&Y): 11:0312.1-641.11:0-",Ed ge).14:0-3- 0.0-0-61. I4:0-1-12.02-41 . [5:0312.0-5-01 LOADING(pst) SPACING 24)-0 CSI DEFL in (loc) ydep L/d PLATES GRIP TCLL 85.0 Plates Increase 1 00 TC 0.93 Vert(LL) -0.42 8-9 >559 240 MT20 169/123 (Roof Snow=85.0) Lumber Increase . 1 00 BC 0.87 Vert( L) -0.55 8-9 >43D 180 TCDL 10.0 Rep Stress Incr . NO WB 0.72 HwAR) 0.46 5 rh/a n!a BCLL 0.0 BCC 1n A (`,ode IRC2003lf P12002 Weight ight 215 6 LUMBER TOP CHORD 2 X 6 SPF 165OF 1.5E -Except- 3-6 2 X 6 SPF 2100E 1.8E BOT CHORD 2 X 6 SPF 210OF 1.8E WEBS 2 X 4 WIN Stud *Except* 38 2 X 4 SPF 1650E 1.5E WEDGE Left: 2 X 4 VWV Stud SLIDER Right 2 X 6 SPF 165OF 1.5E 5-5-8 BRACING TOP CHORD Structural wood sheathing directly applied or 337 oc p [tins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 5=4970/0-6-6 (input: 05-8), 1=3952/0-5-8 Max Horz I=84(load case 5) Max Uplift5=-428(bad case 8), 1=-267(load case 7) Max Grav5=6378(load case 3), 1 =4963(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-15480!136, 2-10=12062/533, 3-10=1 1 52 7 /524, 3-11=11527/525,4-11 =1 1700/530. 4-5=14434/590, 5-6=3/348 BOT CHORD 1-9=631/13295, 8-9=-034/13378, 7-8=A72/12326, 5-7=465112196 WEBS 2-9=176/131, 2-8=2315/250, 38=-28717746, 4-8=-1499/629, 4-7=324/106 NOTES 1) 21ply truss to be connected together with 0.131'X3' Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-" oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0941 oc Webs connected as follows: 2 X 4 - 1 row at 09-0 oc- 2) AN bads are considered equally applied b all plies, except if noted as front (F) or bads (B) face in the LOAD CASE(S) secion. Ply to pl connections have been provided to distribute only bads noted as (F) or (B), unless otherwise indicated. 3)1111ad: ASCE 7-02; 90rnph: h--25ft; TCDL=6.OpsF, BCDL=6.Opst, Category II; Exp C-, enclosed: MWFRS gable end zone: cantilever tell i do exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33- 4) TCLL: ASCE 7-98; PF-i.0 psf (flat roof snow): Exp C: Partially Exp- 5) Unbalanced snow bads have been considered for th[s design. 6) This truss has been designed for greater of r n root live bad of 18.0 psf or 2.00 tines flat roof bad of 85.0 psf on overhangs non-conaarent with other live bads. 7) This truss has been designed for a 10.0 psf bottom chord five bad nonmrwurrent with any other five bads. 8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 9) WARNING: Required bearing size at join(s) 5 greater than input bearing size. Continued on page 2 PDF created with pdfFactory trial version www.pdffactory.com May 15,2008 R28491403 34-15 I 63-8 I 104)-0 I 134" I 167-1 I 2043-0 } 2243-0 i 3415 3-3-8 3-38 338 338 3415 2-0-0 Scale= 1:40.5 eke 11 5b11 1 5-0.11 1040-0 411-5 l 14-11-5 I 2084 l 4-11-5 5811 Plate Offsets MY): [1:038.1-7-111,11 0-1-1.0-2-141. [6-.0-0-0. 0-0-01. I7:0 38.1-7-111. [741-1.0-2-141.110:0-&12.04,1 LOADING(psf) SPACING 2-0-0 CS1 DEFL in PDC) Wall L/d PLATES GRIP TCLL 85.0 Plates Increase 1.00 TC 0.94 Vert(LL) -037 10 >633 240 MT20 169/123 (Roof Snow=85-0) Lumber Incmase 1 00 BC 0.92 Vert(TL) -0.50 10 >469 180 MT16 99/109 TCDL 10D BCLL 0.0 . Rep Stress Incr NO VYB 0.96 Hoz(TL) 044 7 nda n!a BCDL 10.0 Code IRC2003/TPt2002 (Mat te Weight 429 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oC purlins. BOT CHORD 2 X 6 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 104)-0 oc bracing. WEBS 2 X 4 WW Stud *Except* 4-10 2 X 10 DF-N 1950E 1.7E WEDGE Left: 2 X 4 WW Stud, Right: 2 X 4 WW Stud REACTIONS (lb/size) 7=6595/0-&8, 1=6099/0-5-8 Max Horz 1=84(load case 5) Max Uplift7=685(load case 8), 1=-568(load case 7) Max Grav7=7013(load case 3), 1 X331 goad case 2) FORCES (lb) - Maximum Compresswn/Maxinum Tension TOP CHORD 1-2=-19060/1760, 2-1 2=21 585/1 988, 3 1 2=-21 2 80/1 997, 3-4=-25562/2404, 4-5=-255642403, 513=-21019/1893, 6-13--21241/1882, 6-7=18448/1613, 7-8-/225 BOT CHORD 1-11=1499/16179, 10-11=-2022/22466, 9-10=1948/22349, 7-9=1331/15538 WEBS 2-11=-323/4297, 311=-3507/371, 310=2602576, 4-10=-208322027, 510=2842611, 59=3664/407, 6-9=-354/4343 NOTES 1) Special connection required to distribute web bads equally between all pies. 2) 4-ply truss to be connected together with 0.131'-&X3' Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows. 2 X 6 - 3 rows at 0+0 or- Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc, 2 X 10 - 4 rows at 04-0 oc Attach chords with 12 inch diameter bolts (ASTM a-307) with washers at 2-0-0 on center . 3) AN bads are considered equally applied to all pies, except if noted as front (F) or back (3) face it the LOAD CASE(S) section. Ply I connections have been provided to distribute ordy loads noted as (F) or (B), unless otherwise indicated 4) VVind: ASCE 7-02; 90mph; h=251t; TCDL=G-Opst BCDL=6.Opst. Category II; Fxp C; enclosed; MWFRS gable end zone; karilever 1 right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 5) TCLL: ASCE 7-96; PV-85.0 psf (tat hoof snow); Exp C-1 Partially E)V. 6) Unbalanced snow bads have been considered for this design. 7) This truss has been designed for greater of min roof live bad of 18.0 psf or 2.00 tines tat root load of 85.0 psf on overhangs non-concurrent with other live bads- 8) This buss has been designed for a 10.0 psf bottom chord five bad nonconaanent with any other live bads. 9) AN plates are MT20 plates unless otherwise indicated. 10) This buss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection- Continued on page 2 PDF created with pdfFactory trial version www.odffactory.com &8 % 310 %1 a" 3X10 May 15,2008 N ao C. 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W Z - U ~ + + LL °o N + W H .H h H r.+ U a o + 00 I W ^ 1 Y u 0 t + + U c O U) L.L _O C W ~ V O 8 v U N O Z Nov 06 07 10:25a Bedrock Post Office 970-859-7319 q%% ENLh.- GeoSolutions International, LLE Ybb malamte dnve Fr uspa,-Colorado 81521 Pone. 470-985-1066 F=ax: 970-314-9607 To: Singletrak Builders, Inc. (Contractor) James March P.O. Boa 4655 Frisco, CO 80443 Phone: 970-668-1200 Mobile: 970-3894242 Fax: 970-668-1201 From: Cameron Lobato, P.E. RE: Lot 11 and Lot 12 East Meadows Lane, Vail, Colorado. Completion Proposal #2007-320 James, p.2 ~tizs~~ -ae3o Completion Letter November 2, 2007 D y, TOWN OF VAIL I have periodically observed and directed the installation of the permanent stabilization system at Lots 11 and 12, East Meadows, Vail, Colorado. The design intent has been accomplished to my satisfaction, and will serve as both temporary shoring for the project as well as permanent stabilization. Monitoring by visual inspection of the stabilized highwalls should continue throughout the continued construction of the foundation elements of this project. sincerely, Cameron Lo , P. . GeoSolutions International, LLC CAL:cW A S044dwa4z. f OFFUG"I COPY Nov 06 07 10:25a Bedrock Post Office 970-859-7319 p.3 ,r Subject 4<rt //9o- 1 tk t d~ ~E A~oU~z~ Project No. _9M-7 3 C~ By 4 lM Checked By Task No. An->o=e-z 1 File No. Date ~I A L--0-2- Date Sheet of i : i ! I , I 1 D64-a4 ?i -(Lis , II i I ! I ! : : I , I I i ' n : j , I : ~J-_._. , i ! Qrs. : , ~ i y : I 1 -7 Ada ' I y i L6 00 5eensbs I i I i. , i A ~ i • : 0010. i ; : I - ' : pis i I i , . ! i , _....._._._._..L._._._ • ; I I : 4 I I I 1 J 1 a i 1 ; I • i r I -4 i i I I : I , 046 10 ac ?:$7 E, pooo, a . , i = I ~ I no LI CFN r 14 A. r 36 ; 0 %61 *00 ~ss~ONA1.E~G GSI Nov 06 07 10:26a Bedrock Post Office 970-859-7319 p.4 Nov C2 07 02:37p GeoSolutions Intl, LLC 9703149607 p.1 Uct. 31. 2091 lU: 16111# SIIlbLUKAW DUI UMN Ift no. !42[ r. ; Subject L -r ! I ;Z Ex,s-r to An ot,2~5 Project No. By 11.41" LjSMChecked By Task No. EmIrM Re No. i?ate ~•~~`d? mte Sheet j of Mn 1 L e4° -1 ' e J&IC, INC. November 7, 2007 Greg Amsden AMS Development 500 South Frontage Road Vail, CO 81657 RE: Concrete Site Wall Design Residences at Lots I I and 12, Block 7, Bighorn Subdivision Filing 5 JK Job # EA07050 Mr. Greg Amsden: In response to the Town of Vail's request for calculations regarding the upper site concrete wall, I have enclosed a copy of the wall calculation. This wall is a non-load bearing wall required to step the back yard and minimize the exposure of the adjacent soil nail wall to six feet in accordance with the Town of Vail regulations. The soil nail wall serves as a pressure relief wall and eliminates soil pressure on the concrete wall in question. The footing for the concrete wall is to be placed on the bedrock bench at the elevations noted on the foundation plan. The void between the back of the concrete wall and the front of the soil nail wall is to be filled with GeoFoam, a product consisting of polystyrene blocks. These blocks support their own weight and do not transmit loads to the concrete wall. The soil nail retaining wall was designed and constructed by GeoSolutions International, LLC. A design booklet for the soil nail wall has been prepared with calculations and has been submitted to the Town for review under a separate submittal. Please contact me if you have any questions regarding this matter Sincerely, W. Sean Kerrigan, P.E. Cc: John Martin - Architect James March - Single Trak Builders George Challberg -Town of Vail INTEGRITY FROM THE GROUND UP'" i' 970 328 6368 ' 970 328 1035 POST OFFICE BOX 409 1286 CHAMBERS AVENUE, SUITE 200 EAGLE, COLORADO 81631 IC INC.C014 i jos EAO703-0 IL { 1z MG&t-wv l Lo,] JOHNSON, KUNKEL & ASSOCIATES, INC. SHEET NO. 4 of I P.O. Box 409 ~ Eagle, CO 81631 CALCULATED BY IIJ ~ZF DATE It [Q-7 (970) 328-6368 CHECKED BY ~S DATE SCALEkSTS .IZ 1. oT t :::o N V j A%,, . I_. 1b Lrv ~a~ 4- t7 C~ 'j Iir e ~ ~ ['577 Y I i waw + 7 c. t:jo H r x :1, X !4 S per= 1• S+ X S X /4 5 pG~ lGo3 J6 f z 15 l9Zq, / L /1r r`r ,Sail-. p SS - r 2120) ~~f D, psF 'QOv i's Ord J PAOOIKi:074 ~Sinpk 9nels] 205-1 IP~77ed1 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P/S,DUP) PERMIT Permit B07-0142 Project PRJ07-0030 Job Address: 4856 MEADOW LN VAIL Status ISSUED Location.....: 4856 MEADOW LANE Applied..: 05/16/2007 Parcel No...: 210113104011 Issued . 06/21/2007 Expires.....: 12/18/2007 OWNER MEADOWLARK DEVELOPMENT PARTN05/16/2007 PO BOX 6605 TYLER TX 75711 ARCHITECT JOHN G. MARTIN, ARCHITECT LL05/16/2007 PO BOX 4701 EAGLE CO 81631 License: 0000001843 APPLICANT SINGLETRAK BUILDERS, INC. 05/16/2007 Phone: 970-668-1200 PO BOX 4655 FRISCO CO 80443 License: 343-A CONTRACTOR SINGLETRAK BUILDERS, INC. 05/16/2007 Phone: 970-668-1200 PO BOX 4655 FRISCO CO 80443 License: 343-A Desciption: LOT 12-CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE Occupancy Type Factor Sq Feet Valuation RESIDENT/1 & 2 FAM ( ZONE 2 VB 109.63 5,248 $575,338.24 Totals... 5,248 $575,338.24* Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: $575,338.24 Revision Valuation: $0.00 FEE SUMMARY Building > $3,594.75 Restuarant Plan Review--> $0.00 Total Calculated Fees-----> $6,721.54 Plan Check $2, 336. 59 Recreation Fee------------ > $787.20 Additional Fees > $0 . 00 Investigation-> $o . 00 TOTAL FEES > $6,721.54 Total Permit Fee-----------> $6,721.54 Will Call-----> $ 3 . 0 0 Payments > $6, 721.54 BALANCE DUE--------- > $ o . 00 Approvals: Item: 05100 BUILDING DEPARTMENT 06/13/2007 cgunion Action: COND 1) PROVIDE COMPLETE CONSTRUCTION DRAWINGS INSPECTION REPORT FOR THE SOIL NAIL WALL REVIEWED AND APPROVED BY THE STRUCTURAL PRIOR TO FOOTING INSPECTION. SPECIAL INSPECTION REQURIED FOR SOIL NAIL WALL CONST] Item: 05400 PLANNING DEPARTMENT 06/04/2007 RLF Action: AP Item: 05600 FIRE DEPARTMENT 05/17/2007 JJR Action: AP See conditions. Submit shop drawings for sprinkler and alarm systems. Item: 05500 PUBLIC WORKS 06/06/2007 gc Action: DN Provide stamped PE drawings for ail retain: single and combination walls with required info factor of saftey, design peramiter and assumptions. Provide a Public Way permit with staging plan. Provide a Revocable Right of Way permit. 06/20/2007 gc Action: AP Item: 05550 ENGINEERING CIVILS See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. 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 towns 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 479-2149 OR AT OUR OFFIC FROM 8:00 AM 4 PM. r TURE OF OWNER OR CONTRACTnR'FOR HIMSELF' AND OWNER CONDITIONS OF APPROVAL Permit B07-0142 as of 06-21-2007 Status: ISSUED Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 05/16/2007 Applicant: SINGLETRAK BUILDERS, INC. Issued: 06/21/2007 Job Address: 4856 MEADOW LN VAIL Location: 4856 MEADOW LANE Parcel No: 210113104011 CONDITIONS Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008950 Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0008951 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: CON0009063 1) PROVIDE COMPLETE CONSTRUCTION DRAWINGS AND SPECIAL INSPECTION REPORT FOR THE SOIL NAIL WALL REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO FOOTING INSPECTION. SPECIAL INSPECTION REQURIED FOR SOIL NAIL WALL CONSTRUCTION. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. TOWN OF VAIL, COLORADO Statement Statement Number: R070001042 Amount: $4,621.54 06/21/200711:56 AM Payment Method: Check Init: DDG Notation: Meadowlark Dev. Partners, LLC 1050 Permit No: B07-0142 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-131-0401-1 Site Address: 4856 MEADOW LN VAIL Location: 4856 MEADOW LANE Total Fees: $6,721.54 This Payment: $4,621.54 Total ALL Pmts: $6,721.54 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 BUILDING PERMIT FEES 3,594.75 PF 00100003112300 PLAN CHECK FEES 236.59 RF 11100003112700 RECREATION FEES 787.20 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 I TOWN O 75 S. Frontage Rd. Vail, Colorado 81657 Email add Contractor Fax 41-10 COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials ELECTRICAL: $ OW OTHER: $ BUILDING: $ PLUMBING: $ -7r"7 MECHANICAL: $ TOTAL: $ For Parcel # Contact Eagle County Assessors Office at 970-328-8640 or visit Job Name: 11 NSPO A) L91a Job Address: Legal Description Lot: ~2. Block: Filing: ~T Subdivision: ,,.s. ~•►ia,..o•.. 0-A t-L. 1t t dl ll'ess:/y,,,~' t1~.,, IrAL.Glltlt'I Alf, till X N b APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIC v(3~ Project ~w Building Permit # 01A & TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION Town of Vail Reg. No.: Contact Person and Phone #'s: 1 t 1 i .Q~ lit rQ J" 0 work: MAY 1 1 b2AZ 10 ) Work Class: New V Addition( ) Remodel ( ) Repair( ) Demo( ) Other( Work Type: Interior ( ) Exterior ( ) Both ( Does an EHU exist at this location: Yes( ) No (NY Type of Bldg.: Single-family ( Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning ( ) No/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood/Pellet Wood Burning NOT ALLOWED) Does a Fire Alarm Exist: Yes( ) No ( Does a Fire Sprinkler System Exist: Yes ( ) No (V ~~******************************FOR OFFICE USE ONLY***~'"` Date Received + y Received By ' Page 1 of 7 04/17/2007 F• \rripv\FnRMS\Permits\Building\building_permit_4-17-2007. DOC I T0WY0F 1' BUILDING PERMIT APPLICATION CHECKLIST SINGLE FAMILY/DUPLEX CHECKLIST This checklist is to be used with any single family/duplex permit (new construction , addition, or remodel application.) ❑ Town of Vail Design Review Board approval must first be obtained^(may not apply to interior remodels) ❑ Plan Check Fee must be paid at the time of application for projects over $100,000 valuation (see attached schedul $2 1 00. 00 The following information must be shown.on all 4 sets of plans: Architectural Plans ❑ Site Plans. Provide all site plan information as required for the Design Review Application for your project. Refer to the DRB application checklist for complete details. ❑ Construction staging plans. Provide construction staging and materials storage site plans. ❑ Floor plans. Complete floor plans provided for each level. Complete dimensions, drawing scalenoted, use of each room shown on the plans. Location of mechanical equipment clearly shown ❑ Building Elevations N,W,S,E elevations. Show all proposed exterior finish materials, guardrails, windows, doors, and finish grades. ❑ Window sizes and operation types. Specified on the floor plans or elevations. ❑ Stairways, guards, and handrails Show all stairway details with rise/run, handrail and guard details ❑ Roof plan. Show all roof covering materials (Class A covering required) and underlayment, roof pitch ❑ Building cross sections. Show roof, wall, floor construction assemblies and insulation R values. Show roof and crawl space ventilation. Show ceiling heights in rooms and crawl spaces. ❑ Rescheck compliance certificate and inspection checklist (new construction and additions only). Provide.a complete signed compliance certificate and inspection checklist. Verify all exterior building is detailed on the building plans as required on the Rescheck compliance report. ❑ Fireplaces: All fireplace types shown on the floor plans. Specify gas log set, or gas appliance-at each fireplace. Structural Plans , ❑ Soils Report. include 2 conies of the soils report for your lot. ❑ All sheets of the structural plans stamped and signed by a Colorado State Licensed Engineer. ❑ Design specificatioris'sheet. Roof live load; Deck live load; Floor live load, Wind Speed/Exposure, Soils report number and soil bearing capacity referenced per the soils report. ❑ Foundation plan. • Provide a complete foundation plan with all footing/foundation section details ❑ Framing plans. Provide complete framing plans for floors, decks, roofs. All beams, joists, rafters or trusses clearly shown. Include framing construction details and connection schedules. Other items ❑ Asbestos form completed. Asbestos test and report provided if any existing construction is proposed to be disturbed. See Town of Vail asbestos testing requirement form. ❑ Plan check fees. Plan check fees must be paid with your application. The building permit and recreation fees will be paid upon issuance of a building permit. I have read and understand the requirements of this checklist. If any required information is missing from the applic , I understand application will not b ac epted. nt's Signature" Date F-\rrlev\FORMS\Permits\Buildinatuildina permit 4-17-2007.DOC Page 2 of 7 04/17/2007 I 70WN0FVK . ASBESTOS TESTING REQUIREMENTS THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED. AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT. A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION s 1 have included the asbestgp test and report with my building permit application Ci.4,01 signature date • I certify my project will not disturb or remove more than 160 s.f. of building material. The construction plans submitted with my application clearly indicate this information. (This will be verified during plan review, and will delay your project if found to be inaccurate) applicant signature OR date • The building was constructed after October 12, 1988. The date of construction was original construction date applicant signature date TOWN OF VAIL, COLORADO Statement Statement Number: R070000725 Amount: $2,100.00 05/16/200710:13 AM Payment Method: Check Init: JS Notation: 1187/SINGLETRAK BUILDERS, INC. Permit No: B07-0142 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-131-0401-1 Site Address: 4856 MEADOW LN VAIL Location: 4856 MEADOW LANE Total Fees: $5,534.63 This Payment: $2,100.00 Total ALL Pmts: $2,100.00 Balance: $3,434.63 ACCOUNT ITEM LIST: Account Code Description Current Pmts PF 00100003112300 PLAN CHECK FEES 2,100.00 Design Review Bayard ACTION FORM Department of Community Development TOWN qWTH12 75 south Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 COUANTY WT web: www.vailgov.com Project Name: MEADOWLARK DEV. NEW SFR DRB Number: DRB070032 Project Description: Participants: FINAL APPROVAL FOR NEW CONSTRUCTION OF A SINGLE FAMILY RESIDENCE OWNER MEADOWLARK DEVELOPMENT PARTN01/29/2007 PO BOX 6605 TYLER TX 75711 APPLICANT JOHN G. MARTIN, ARCHITECT LL01/29/2007 PO BOX 4701 EAGLE CO 81631 License: 0000001843 ARCHITECT JOHN G. MARTIN, ARCHITECT LL01/29/2007 PO BOX 4701 EAGLE CO 81631 License: 0000001843 Project Address: 4856 MEADOW LN VAIL Location: 4856 MEADOW LANE Legal Description: Lot: 12 Block: 7 Subdivision: BIGHORN 5TH ADDITION Parcel Number: 2101-131-0401-1 Comments: SEE CONDITIONS BOARD/STAFF ACTION Motion By: Dantas Action: APPROVED Second By: Dunning Vote: 3-0-0 Date of Approval: 03/21/2007 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Entry: 03/21/2007 By: RLF Action: COND 1. The applicant shall revise all grading and site plans to ensure that grade does not exceed 2:1. 2. The applicant shall work with the Fire Department to resolve all remaining concerns. 3. The applicant shall return to the DRB for review and approval of trim paint colors before submittal of application for building permits. Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond:201 DRB approval shall not become valid for 20 days following the date of approval. Cond:202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: 113 All development applications submitted to the Town after the effective date of Ordinance 26, Series 2006 shall be subject to the pending employee housing regulations in whatever form they are finally adopted; provided, however, that if the Town fails to adopt the pending employee housing regulations by April 15, 2007, this Ordinance shall not apply to such development applications. Cond: CON0008668 Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0008669 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Planner: RACHEL FRIEDE DRB Fee Paid: $650.00 05/10/7E07 16.22 9702485412 GRAND WEST KIA >JUDy PAGE 02/08 3 A & D Asbestos Testing and Consulting John R. Peterxman P.O. Box 1230 Clifton, CO. 81520-1230 Cell 970-270-3689 Home Phone 970-464-5265 INSPECTION REPORT PREPARED FOR: Singletrak Builders, inc. P.O. Box 4655 Frisco, CO. 80443 LOCATION: The Residence 4852 Meadow Lane Vail, CO. REPORT PREPARED BY: John R. Petennan Inspector Manager. Certificate No. 6601 2 E-d d0a:-1,0 GO 01 aeW 05/10/2007 16:22 9702485412 GRAND WEST KIA >JUDY PAGE 03/08 A & D Asbestos Testing and Consulting John R. Peterman Asbestos Testing, Project Design, and Consulting INTRODUCTION: On May 7th, 2007 an inspection/survey was conducted and 11 bulk samples were collected from: The Residence 4852 Meadow Lane Vail., CO. The purpose of the inspection/survey was to locate and sample suspected Asbestos containing materials that might be present in the house that is planned for demolition. The inspection was made, and the samples were collected by John R. Peterman, an A.H.E.R.A. and State of Colorado Certified Asbestos Inspector. Great care was taken during the inspection and sampling to be as accurate as possible. It should be noted that minimal damage was done to the existing building structures during the inspection so there is no documentation for unseen conditions or stored items. All samples were analyzed by DCM Science Lab in Wheatridge, CO. This laboratory is deemed "Proficient" in the E.P.A.Quality Assurance (QA) program for the determination of asbestos in bulk materials, and is accredited by the American Hygiene Association (AHA). SAMPLING PROTOCOL: A random sampling scheme was used to sample the suspect materials that were discovered. If during any future demolition or renovation work, suspect material is discovered that hasn't been sampled and would be disturbed, work should be halted until the material has been tested. {,-d d02:t,0 LO 01 ReW 05/10/2007 16:22 9702485412 GRAND WEST KIA >JUDY PAGE 04108 A & D Asbestos Testing and Consulting John R. Peterman Ashesto,sTesting, Prgject Design, and Consulting The Residence 4852 Meadow Lane Vail., CO_ BUILDING DESCRIPTION: The Residence at 4852 Meadow Lane is planned for demolition. The building is a three-story, A-frame type, with a wood shake shingle roof The soffits are exposed wood. The exterior walls are covered with wood siding, and brick. The interior walls are covered in sheetrock with a texture applied to it, and wood siding. The ceilings are covered in sheetrock with a spray-on texture, and sheetrock like the walls. The floors are covered with carpet, 12"x 12" floor tiles, and sheet vinyl flooring. The heating is provided by a fireplace, and a base board heating system. No suspect materials were visible on the heating system. NOTE: The 12"x12" floor tile was not sampled during this inspection at the request of the client. The light fixtures in the kitchen area should be disposed of as Asbestos waste. CONCLUSIONS & RECOMMENDATIONS: Laboratory analysis of the bulk samples indicates that Asbestos was detected in all of the bulk samples collected. The sheet vinyl flooring #006 contains Asbestos that is in excess of the Regulatory Limit (Greater than 1% Asbestos). The sheet vinyl will need to be removed as per Colo. Reg. #8 prior to disturbance of this material. The remaining samples contain Asbestos that is less than the Regulatory Limit. The Asbestos content of the positive samples was verified by the required. 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F ~Q o0C2 C2 a= m CYSIR s O O 4 5 O G O C ~ c C V ~a 0 O N N 0 t ec p ai D J 0 wo 4 OOOOOOOOOWO zzzZzxzzz z d~ v z 0 F- 0 z 0 v J GODOOaC30c 4 OOOOOOOOOR8 " w 000000000 o O z a F~ y ¢tCQ~¢VQfr¢OG= cn mmmNhgmmIDm~ M aU LL O 4 Q O r` l V O ~r l ¢ ID c~ g g a~ ti m$ o ~ ° ° o 3 61 mmc o ~ o ooo o o ooo oCVF ~ Z NSA a lu IDmmmmmIDIDmeam VD v w- diZ:~,O GO Oi ReW 13 •d 05/10/2007 16:22 9702485412 GRAND WEST KIA >JUDY PAGE 08/08 O V d O 7J m N le m lqr V C a C;3 to N Q _ 41 n d G r d /d v D J U z Q Q Q W a E d a e 120 it r a O d O 8o d- 3 Ll y R c c o o a 0 ~T i E 3 Z N a 00000000000 zz2zzzzzzzz 000000000o0 J-1 -j j J -IJ J _ j-i 00000000000 J J .J J J J J J J J _1 xzxxxzxxxzx C'iC~C90K~CfC7~C7c3C7 zx==i=zzizi cntna?WwfAVltAmom W w w w w w w w w w w ~)1- }zo- }rte s c~ o§4 CD ~ m m~ m m m m ~ m m Q~ m N N N N N N N N N N N Vqw d22: i O LO 01 ReW g-d May 10 07 09:32a DCM Science LaboratorU 303-463-9267 P.3 DCM SCIENCE LABORATORY, INC. . 12421 W. 49TH AVENUE, UNIT #/6 WHEAT RIDGE, CO 80033 (3033463-8270 D?r?kJTAJFT BULK ASBESTOS ANALYSIS - POINT COUNT METHOD PAGE I OF 3 CLIENT: ANALYSIS DATE: 5-1 _ _ A&D ASBESTOS TESTING REPORTING DATE: 5-10-07 653 36 114 ROAD RECEIPT DATE: 5-9-07 CO 81526 PALISADE CLTENT JOB NO.: RESIDENCE , PROJECT TITLE: 4852 MEADOW LN_ - VAIL DCMSL PROJECT: ADAT362 CROSS REFERENCE: ADAT360 PERCENTAGE COMPOSITION BY AREAIVOL UME DCM LAB NO.: -IR -2R -3R 4R -5R SAMPLE DATE: 5-7-07 5-7-07 5-7-07 5-7-07 5-7-07 % OF TOTAL SAMPLE: 3.0% 4.0% 4.0% 3.D% 3.0% CLIENTNO.: 4852-13-001 4852-B-002 4 852-B-003 4852-B-004 4852-13-005 PART B PART B PART B PART B PART B ASBESTIFORM MINERAL, FIBERS: 50°/s 0.500/0 0 1.00% 1.25% 1.00% CHRYSOTILE . ND ND ND ND NO AMOSITE ND ND ND ND ND CROCIDOLITE ND ND NO ND ND TREMOLITE-ACTINOLITE ND ND ND ND ANTHOPHYLLITE ND TOTAL ASBESTOS COUNTED 0.50% 0.50% 1.001/0 1.25% 1.00% TOTAL ASBESTOS IN LAYER 0,500/0 0.50% 1.00% 1.25% 1.00% TOTAL ASBESTOS IN SAMPLE 0.02% 0.02% 0.04% 0.04% 0.03% NOTES- SAMPLES NO. IR AND 2R ARE WHITE AND TAN DRYWALL MUD. SAMPLES NO. 3R - 511 ARE WHITE DRYWALL N ND - NONE DETECTED DEFINITIONS TOTAL ASBESTOS COUNTED = THE AMOUNT OF ASBESTOS PRESENT IN THE SAMPLE EXPRESSED AS A PERCENT. TOTAL ASBESTOS IN LAYER = THE PERCENT OF SAMPLE REMAINING TIMES ASBESTOS COUNTED EXPRESSED AS A PERCENT. TOTAL ASBESTOS IN SAMPLE THE PERCENT OF TOTAL SAMPLE (FROM PLM/SM ANALYSIS) TIMES THE TOTAL ASBESTOS IN LAYER (IF NO ASBESTOS IN OTHER LAYERS). dZZ=-~O GO OT Few OT 'd 9 May 10'07 09:32a DCM Science LaboratorB 303-463-9267 p-4 DCM SCIENCE LABORATORY, INC. 12421 W. 49TH AVENUE, UNIT #6 WHEAT RIDGE, CO 80033 (303) 463-8270 BULK ASBESTOS ANALYSIS - POINT COUNT METHOD DRAFT PAGE 2 OF 3 CLIENT: ANALYSIS DATE: 5-1t A&D ASBESTOS TESTING REPORTING DATE: 653 36 114 ROAD RECEIPT DATE: 5-9-07 PALISADE, CO 81526 CLIENT JOB NO.: RESIDENCE PROJECT TITLE: 4852 MEADOW LN. - VAIL DCMSL PROJECT: ADAT362 CROSS REFERENCE: ADAT360 PERCENTAGE COMPOSITION BY AREAIVOLUME DCM LAB NO.: -6R -711 -811 -9R -IOR SAMPLE DATE: 5-7-07 5-7-07 5-7-07 5-7-07 5-7-07 % OF TOTAL SAMPLE: 80.0% 80.0% 80.0% 80.0% 85.0% CLIENT NO.: 4852-B-OD7 4852-B-008 4 852-B-009 4852-B-010 4852-B-011 PART B PART B PART B PART B PART B ASBESTIFORM MINERAL FIBERS: CHRYSOTILE 0.25% 0.75% 1.00% 0.75% 0.75% AMOSITE ND ND ND ND NO CROCIDOLITE ND ND ND ND ND TREMOLITE-ACTINOLITE ND ND ND ND ND ANTHOPHYLLITE ND ND ND ND NO TOTAL ASBESTOS COUNTED 0.25% 0.75% 1.00% 0.75% 0.75% TOTAL ASBESTOS IN LAYER 0.25% 0.75% 1.00% 0.75% 0.75% TOTAL ASBESTOS IN SAMPLE 020% 0.600/9 0.80% D.60% 0.64% NOTES: SAMPLE NO. 6R IS TAN FOAMY CEILIN G TEXTURE. SAMPLE NO. 7R IS WHITE FOAMY CEILING TEXTURE. SAMPLES NO. 8R - I0R ARE TAN FOAMY CEILING TEXTURE. ND - NONE DETECTED DEFINITIONS TOTAL ASBESTOS COUNTED = THE AMOUNT OF ASBESTOS PRESENT IN THE SAMPLE EXPRESSED AS A PERCENT. TOTAL ASBESTOS IN LAYER = THE PERCENT OF SAMPLE REMAINING TIMES ASBESTOS COUNTED EXPRESSED AS A PERCENT. 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Q W C W 0 vyi 7- t FF" 3F F1i' 3 Q Fzz' ~ < O F t 3 c o <ci am <rm ao a z U a w ro 0 o O c a t- r~ V n h t~3 vl h Vf i w 0 y Cd ti Y c o $ o ZO a. „~i m m S ~ 9 N r < ~ u~z h vii Q h Q h ` 4 S cJ ~ m u a oo ° _ ~ v l . i r - x LL n V3 Z p.3 ET'd dEa:iO LO OT 8eW CNJ( REScheck Software Version 4.0.1 Compliance Certificate Project Title: Meadows Lot 12 Single-Family Report Date: 05/02/07 Data filename: QxProgram Files\Check\REScheck\lot 12.rck Energy Code: 2003 IECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 26% Heating Degree Days: 9248 Construction Site: 4852 Meadow Lane (Lot 12, Block 7, Bighorn 5th) Vail, CO 81657 Owner/Agent- Greg Amsden AMS Development 500 S Frontage Rd Su 112 Vail, CO 81657 970-476-8610 amsden@vail.net 0'&~vDesigner/Contractor: John Martin John G Martin, Architect, LLC PO Box 4701 Eagle, CO 81631 970-328-0592 john.martin@centurytel.net cp Ceiling 1: Flat Ceiling or Scissor Truss: 1106 38.0 0.0 33 Ceiling 2: Cathedral Ceiling (no attic): 902 38.0 0.0 24 Wall 1: Wood Frame, 16" o.c.: 942 21.0 0.0 48 Window 1: Wood Frame:Double Pane with Low-E: 53 0.360 19 Door 1: Solid: 49 0.500 25 Wall 2: Wood Frame, 16" o.c.: 1114 21.0 0.0 40 Window 2: Wood Frame:Double Pane with Low-E: 320 0.360 115 Door 3: Glass: 92 0.360 33 Wall 3: Wood Frame, 16" o.c.: 1492 21.0 0.0 60 Window 3: Wood Frame:Double Pane with Low-E: 385 0.360 139 Door 4: Glass: 59 0.360 21 Basement Wall 1: Solid Concrete or Masonry: 1808 11.0 10.0 61 Wall height: 10.0' Depth below grade: 10.0' Insulation depth: 10.0' Floor 1: Slab-On-Grade:Heated: 75 11.0 51 Insulation depth: 4.0' Floor 2: All-Wood JoistrTruss:Over Unconditioned Space: 270 38.0 0.0 7 Floor 3: All-Wood JoisttTruss:Over Outside Air. 60 38.0 0.0 2 Boiler 1: Other (Except Gas-Fired Steam): 92 AFUE Compliance Statement The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. -J044 6. MAk.:-r- d Name - Title ignature - S-;? --07 Date Meadows Lot 12 Single-Family Page 1 of 5 Compliance: Passes Maximum tJA 688 Your Home UA: 678 1.5%A Better Than Code LIA) CNJ( Date: 05102/07 REScheck Software Version 4.0.1 Inspection Checklist Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: ❑ Ceiling 2: Cathedral Ceiling (no attic), R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: ❑ Wall 2: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: ❑ Wall 3: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1: Solid Concrete or Masonry, 10.0' ht / 10.0' bg t 10.0' insul, R-11.0 cavity f R-10.0 continuous insulation Comments: Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Windows: ❑ Window 1: Wood Frame:Double Pane with Low-E, U-factor. 0.360 For windows without labeled Ufactors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2: Wood Frame:Double Pane with low-E, U-factor. 0.360 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3: Wood Frame:Double Pane with Law-E, U-factor. 0.360 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1: Solid, LIfactor. 0.500 Comments: ❑ Door 3: Glass, U-factor. 0.360 Comments: ❑ Door 4: Glass, U-factor: 0.360 Comments: Floors: Meadows Lot 12 Single-Family Page 2 of 5 ❑ Floor 1: Slab-On-Grade:Heated, 4.0' insulation depth, R-11.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 4.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. ❑ Floor 2: All-Wood Joist/Truss:Over Unconditioned Space, R-38.0 cavity insulation Comments: ❑ Floor 3: All-Wood Joist/Truss:Over Outside Air, R-38.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1: Other (Except Gas-Fired Steam): 92 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5° clearance from combustible materials. If non-IC rated, fixtures are installed with a Y clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturers installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values, glazing U-factors, and heating equipment efficiency are dearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturers instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to R-11. ❑ Return ducts in unconditioned attics or outside the building are insulated to R-6. ❑ Supply duds in unconditioned spaces are insulated to R-11. ❑ Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. ❑ Where exterior walls are used as plenums, the wall is insulated to R-11. Duct Construction: Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. ❑ All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181 A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: ❑ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Meadows Lot 12 Single-Family Page 3 of 5 Ej Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an ontoff heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Meadows Lot 12 Single-Family Page 4 of 5 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" tU 2.0" Over 2" Temperature ("F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Piping System Types . Fluid Temp. Range("F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5 to 4" Heating Systems Low Pressurerremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Meadows Lot 12 Single-Family Page 5 of 5 N r m m r , ~I Di 3 n O z v m m r D r o - 0 0 0 o +o 0 0 Do 0 n 0 ~1 0 0 00 00 ED 0 00 v r o < pr2l m' rl ~ r r ( E g ED ® , =~a FEE] X r m m r r z m O z v r rm- z v m rv D Z X O O T z '1%, lin App I ig TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL "TIMES NEW (SFR,P/S,DUP) PERMIT Permit B07-0142 Project PRJ07-0030 Job Address: 4856 MEADOW LN VAIL Status ISSUED Location.....: 4856 MEADOW LANE Applied..: 05/16/2007 Parcel No...: 210113104030 Issued. 06/21/2007 Expires.....: 07/06/2007 OWNER MEADOWLARK DEVELOPMENT PARTN 05/16/2007 PO BOX 6605 TYLER TX 75711 CONTRACTOR ERIC BARNES BUILDERS COLORAD 08/12/2008 Phone: (903) 581-4100 120 W. 5TH STREET, SUITE 210 TYLER TEXAS 75701 License: 365-A ARCHITECT JOHN G. MARTIN, ARCHITECT LL 05/16/2007 PO BOX 4701 EAGLE CO 81631 License: C000001843 APPLICANT SINGLETRAK BUILDERS, INC PO BOX 4655 FRISCO CO 80443 License: 343-A 05/16/2007 Phone: 970-668-1200 Desciption: LOT 12-CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE Occupancy Type Factor Sq Feet Valuation RESIDENT/1 & 2 FAM ( ZONE 2 VB 109.63 5,248 $575,338.24 Totals... 5,248 $575,338.24* Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: $575,338.24 Revision Valuation: $14,500.00 •s«****r**rrr**+r*r*+**r****r********r*r**********+*+ FEE SUMMARY Building > $3, 661. 25 Restuarant Plan Review--> $0. 00 Total Calculated Fees-----> $7, 051. 26 Plan Check $2, 379. 81 Recreation Fee------------ > $787.20 Additional Fees > $0. 00 Investigation-> $0.00 TOTAL FEES > $7, 051.26 Total Permit Fee-----------> $7, 051.26 Will Call-----> $3 . 00 Payments > $7, 051.26 BALANCE DUE--------- > $0. 00 *.**++gas:rsr****~*s+**+r~**~~rr~r~++*~***~~a*~~#*+**~s+~+~+s**#«»~:+*~~*~*r**+:+++.*~*.+*:*a~#~+*++**~**~**s«r.r»+a**+a+:r**«*+*+*:*.+*.+.*+***s+. Approvals: Item: 05100 BUILDING DEPARTMENT 06/13/2007 cgunion Action: COND 1) PROVIDE COMPLETE CONSTRUCTION DRAWINGS INSPECTION REPORT FOR THE SOIL NAIL WALL REVIEWED AND APPROVED BY THE STRUCTURAL PRIOR TO FOOTING INSPECTION. SPECIAL INSPECTION REQURIED FOR SOIL NAIL WALL CONSTI 11/02/2007 jplano Action: AP Changes to toundation approved with receipt soil nail drawings or written approval of as-built wall supporting footing 06/13/2008 cgunion Action: AP APPROVED REVISED ARCHITECTURAL AND STRUCTUI SHEETS DATED 3/31/08 AND 4/1/08 Item: 05400 PLANNING DEPARTMENT 06/04/2007 RLF Action: AP 11/02/2007 RLF Action: AP Reviewed revisions on 11/1/07 06/13/2008 RLF Action: AP Approved revisions dated 3/31/08 and 4/1/0; Item: 05600 FIRE DEPARTMENT 05/17/2007 JJR Action: AP See conditions. Submit shop drawings for sprinkler and alarm systems. Item: 05500 PUBLIC WORKS 06/06/2007 gc Action: DN Provide stamped PE drawings for all retain: single and combination walls with required info factor of saftey, design peramiter and assumptions. Provide a Public Way permit with staging plan. Provide a Revocable Right of Way permit. 06/20/2007 gc Action: AP 11/07/2007 gc Action: AP Revisions of retaaning walls approved 11/7, 06/25/2008 cdelles Action: CR Sent comments to architect 01/09/2009 cdelles Action: AP Approved retaining wall revisions DRB080086 See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. 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 towns 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„ADVjNCE 1 7fYLEPHONE AT 479-2149 OR AT OUR OFFICE FROM 5:00 AM 4PM. 1 1 l/I/ RE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER CONDITIONS OF APPROVAL Permit B07-0142 as of 02-20-2009 Status: ISSUED Permit Type: NEW (SFR,P/S,DUP) PERMIT Applicant: SINGLETRAK BUILDERS, INC. Job Address: 4856 MEADOW LN VAIL Location: 4856 MEADOW LANE Applied: 05/16/2007 Issued: 06/21/2007 Parcel No: 210113104030 CONDITIONS Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008950 Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0008951 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: CON0009063 1) PROVIDE COMPLETE CONSTRUCTION DRAWINGS AND SPECIAL INSPECTION REPORT FOR THE SOIL NAIL WALL REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO FOOTING INSPECTION. SPECIAL INSPECTION REQURIED FOR SOIL NAIL WALL CONSTRUCTION. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. TOWN OF VAIL, COLORADO Statement Statement Number: R090000172 Amount: $220.00 02/20/200910:00 AM Payment Method:Credit Crd Init: SAB Notation: MC - ERIC BARNES Permit No: B07-0142 Type: NEW (SFR,P/S,DUP) PERMIT Parcel No: 2101-131-0403-0 2101-131-0401-1 Site Address: 4856 MEADOW LN VAIL Location: 4856 MEADOW LANE Total Fees: $7,051.26 This Payment: $220.00 Total ALL Pmts: $7,051.26 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts PF 00100003112300 PLAN CHECK FEES 220.00 0 TOWN OF n 0 i 4f 2 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE Building Permit 1 ' 9'7b-479-2149 (Inspections) REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be performed until the revisions are approved. E 1 L Qe"" P S { S CONTRACTOR INFORMATION General Contractor: Town of V it Reg. No.: Contact and Phone #'s: I~ ATTENTION: JOE, JR, CHARLIE, GREG, CHRIS COMPLETE REVISIONS FVAI IIATIONS FOR Rim nlNrr PFRnntT n !mtir,r A. REV ED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ 1 1 MECHANICAL: $ 1 I REVISED TOTAL: $`-y , F For Parcel # Contact Faale Cnunty dccAccnr-c (7fficca of Q7n-99R-RRdn nr.,; c;>f IA,IA,IA, o~ir lo_n,~Ilnfl, Parcel # , 1 ~ I ~ ' s . - - i:. i ~ t Job Name:, { . , Job Address: Legal Description Lot: .4 Block: Filing: ' Subdivision . O r Na . Address; d. 7 Phong, , . L` ~ r 1 Argh)tect/Designef Addres r s; Pho ne Engineer: Address: hone:, J REASON FOR REVISIONS: Work Class: Newt' Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) - Work Type: Interior ( ) Exterior ( ) Botft ) Does an EHU exist at this location: I Yes( ) No ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existin : Gas Appliances Gas Los Wood/Pellet Wood Burning No/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood/Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes( ) No`( ) 11 Does a Fire Sprinkler System Exist: Yes( ) No ) ************************************************FOR OFFICE USE ONLY********************************************** Date Received: Permit Fee' (10): Plan Ck' Fee (80): Accepted By: Permit Fee (11): Plan Ck Fee (81): Outsourced Terms: -1 OD-7 F:\cdev\FORMS\Permits\Building\building_revision_4-18-2007.doc Page 1 of 1 1 r \r~ 9i00 4/18/2007 0 L-~ V S: .'LJ IT rC G' t a Jk 4 ({tom v ' f l t l ° W f"~ r? CJ Ld k- T r cn, `JCL :Lt~. -21 - Ll J -.:~j ~M T. 1 ,Z i sSty~ ~r(U L^. CL L, f ~y 1 ~ , ~l3 l~ 4 ~ . J ~ G r r, L T fal LF ! L' V Li r 1 -jz -rQ -iF-'-•__ -k 'tom N=- i ! ~ 1-• E,. ~ sytJ L 717 lk= 'LW i f Q ~ ~ Hv -j CL. L:j 0- -,r-f ~iW ¢z L''F oP~ 0 Q -1j W JL'; Q tt_ .:M nC~ u O O O C14 n nOn ~uul s•~ C nnn ~ L~J i r R i < Al D III II'' ~II V iy 9 U A V- Lu 1-~ O O XV14 1HDI:IH - 0 ~~y Ml a u G v Zr 1.`L .-v W 'mac= ? ~ ~Il ~W L ~ (n • W w i , Ta¢ ~ L-dow Ej~ 14 W'Z ¢J ~ *Z• ii G G - / u fy ~ W l W_ Zv(-1W < LIZ Li. Ct sr rte', JS cTF- <Ci'- tijG LjW L.JU JLY _ ~ F- W i~ ;a L LGU W~~-+ 'i 'eY4 r_4 WG Jvl ¢ G wr✓; J l _L~~ J 1 Z VJ Fr1~ < r~ WW !n'- /•;(,1 f')L,;I~. rj~o r am =:D `'~V-i v~-ZC' 47 J_,=,W zaa LJ Wi-s.+i a,>^;tW W 1~ a t W J"`-n-Z =WJ= = WFG ~ LPL <C5 '.'~1Z lr r a;;a,_aai GSIL J Plr-ov, Cj L_ rr `1G rPW I I i u 4 vi z L ~ O ~t . I ~ ZI W- ~L L~ W r i Z c O Ly~L o-, G W - L'J e G~ C O C"i nnn u I (~e V F f ~ I ~f f II 4, eK V !L] tu {(\91..1 j_A C- ~I~ v M is) J 11t O 0 Design Review Board ACTION FORM Department of Community Development TOWW01AWARAM" 75 South Frontage Road, Vail, Colorado 81657 tel:970.479.2139 fax: 970.479.2452 00AWNFYMVELAP"MEN web: www.vailgov.com Project Name: MEADOWLARK LOT 12 NEW DECK DRB Number: DRB080087 Project Description: Participants: NEW DECK OWNER MEADOWLARK DEVELOPMENT PARTN 04/03/2008 PO BOX 6605 TYLER TX 75711 APPLICANT JOHN G. MARTIN, ARCHITECT LL 04/03/2008 PO BOX 4701 EAGLE CO 81631 License: 0000001843 Project Address: 4856 MEADOW LN VAIL Location: 4856 MEADOW LANE Legal Description: Lot: 12 Block: 7 Subdivision: BIGHORN 5TH ADDITION Parcel Number: 2101-131-0401-1 Comments: BOARD/STAFF ACTION Motion By: Action: STAFFAPP Second By: Vote: Date of Approval: 05/22/2008 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond:202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond:202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: RACHEL FRIEDE DRB Fee Paid: $20.00 Aug 12 08 01:24p 903-939-2949 p.2 Eric Barnes Custom Builders L.1' AUG pfo 2008 TOWN OF VAIL August 12, 2008 City orvail Attention: Jennifer Eliuk RE: Building Pennits No B07-0142 ~0-7 _Q ` 't,? Dear Ms. Lliuk, was contacted by our project manager in Vail regarding the changing Z-atethe building permit to our company. The current building permit No. is address of4856 Meadow Lane. Our builder's registration .number is 26055. Please let me know if 1 can help you in any other way. Shane Maullin's (project manager) number is 970-688-1267 if you require any other information regarding the site. 1 thank you for your efforts in making this transition possible. Regards Jeff Bourke Accounting Services ief.f(~t).iricbtuz~t~scustornbuilders.cc~m TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit A08-0108 ~t~SZ~1-00W Job Address: 4856 MEADOW LN VAIL Status ISSUED Location.....: Applied..: 11/28/2008 Parcel No...: 210113104030 Issued. 01/06/2009 Project No Expires. 07/05/2009 OWNER MEADOWLARK DEVELOPMENT PARTN 11/28/2008 PO BOX 6605 TYLER TX 75711 APPLICANT PEAK FIRE & SECURITY 11/28/2008 Phone: (970) 518- 1431 14244 TERN DRIVE COLORADO SPRINGS COLORADO 80921 License: 855-S CONTRACTOR PEAK FIRE & SECURITY 11/28/2008 Phone: (970) 518- 1431 14244 TERN DRIVE COLORADO SPRINGS COLORADO 80921 License: 855-S Desciption: FIRE ALARM SYSTEM Valuation: $3,500.00 FEE SUMMARY Electrical > $0 . 00 Total Calculated Fees--> $363 .2 5 DRB Fee--------- > $ 0 .00 Additional Fees > $0. 00 Investigation > $ 0 .00 Total Permit Fee--------> $363.25 Will Call > $0.00 Payments > $363 .25 TOTAL FEES--> $363 .25 BALANCE DUE--------> $0. 00 Approvals: Item: 05600 FIRE DEPARTMENT 12/02/2008 drhoades Action: DN Denied for following reasons. Resubmittai Jennifer, could you please let me know when new drawings are received. Thanks. 1. Rate of rise heat detectors not allowed. Please submit with fixed temp detecto: 2. No reflected ceiling plans shown. 3. Sprinkler system is required contrary to plan note. 4. NFPA 72, 2007 edition is incorrect. Please use NFPA 72, 2002 edition. Robert Daly, Peak Fire & Security, was advised and will resubmit new drawings oni, 01/05/2009 drhoades Action: AP Approved as noted on plans. CONDITIONS OF APPROVAL DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. 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 towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the T*n applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS IN ADVs4C'_ ' ONE AT 970-479-2252 FROM 8:00 AM - 5 PM. SIGNATURr19V0- VNA9ebR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: R090000004 Amount: $363.25 01/06/200909:13 AM Payment Method:Credit Crd Init: DDG Notation: Peak Fire & Security Permit No: A08-0108 Type: ALARM PERMIT Parcel No: 2101-131-0403-0 Site Address: 4856 MEADOW LN VAIL Location: Total Fees: $363.25 This Payment: $363.25 Total ALL Pmts: $363.25 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 FIRE ALARM PERMIT FEES 131.25 PF 00100003112300 PLAN CHECK FEES 232.00 Development Review Coordinator 75 South Frontage Rgad Vif, c7 Phorne:"07C 4Z '2t 8; Fix ~7f7~79~ y 1n,speq rons~~~b FIRE ALARM PERMIT Commercial & Residential Fire Alarm shop drawings are required at the time of application submittal and must include information listed on the 2nd page of this form. Application will not be accepted without this information. Project/Street Address Contractor In ormation: Company: y Company Address: lrn City: State: CO Zip: M Contact Name: Contact Ph: 7710 5S itf~. E-Mail~2~lr'-t~~ L + ~-1 Town of Val Contr t n No.: X Contractor atur ired) Property Information Parcel au I - ►3) Oy 0 30 Legal Description. Lot Block Subdivision: Building/Complex Name: Owner Name: (For parcel contact Eagle County Assessors Office at 970-328-8640 or visit www.eaglecouty.us/patie) Does a Fire Alarm Exist? Yes ( ) No( ) Does a Spri AW ved n ad O Project* Building Permit Alarm Permit Detailed Description of Work: :Fez w~Wr. t "P. "L _C1r_%46V4 e-f- e6Q J6%+ '•ar, AWLJA (use additional sheet if necessary) Value of Fire Alarm: $ ;-5ciocD (Labor & Materials) Work Class: New X) Addition ( ) Remodel ( ) Retro-Fit ( ) Repair ( ) Other ( ) Work Type: ) Interior Exterior( ) Both( Type of Building: Single-Family X Duplex ( ) Multi-Family ( ) ) Commercial( ) Restaurant( ) Other( Date Received: U 11 Dater i -a8 I f1I NOV 26 2008 uu 1 TOWN OF VAIL NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MWNOFV Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT Permit E09-0002'° NSFR Project Job Address: 4856 MEADOW LN VAIL Status Location.....: Applied. . Parcel No...: 210113104030 Issued. . Expires. OWNER MEADOWLARK DEVELOPMENT PARTN 01/05/2009 PO BOX 6605 TYLER TX 75711 APPLICANT BIG BEAR ELECTRIC, INC. 01/05/2009 Phone: 970-390-9221 P. 0. BOX 474 LEADVILLE CO 80461 License: 291-E CONTRACTOR BIG BEAR ELECTRIC, INC. 01/05/2009 Phone: 970-390-9221 P. 0. BOX 474 LEADVILLE CO 80461 License: 291-E Desciption: INSTALL 200 AMP SERVICE, WIRING AND LIGHTING FOR NEW SINGLE FAMILY RESIDENCE Valuation: $0.00 Square feet: 3800 PRJ07-0030 ISSUED 01/05/2009 01/05/2009 07/04/2009 FEE SUMMARY Electrical Permit Fee--------- > $169.05 Total Calculated Fees--> $173.05 Investigation Fee--------------> $0.00 Additional Fees > $0.00 Will Call Fee--------------------> $4.00 Use Tax Fee------------------- > $0.00 TOTAL PERMIT FEE---> $173.05 Total Calculated Fees > $173.05 Payments-----------------> $173.05 BALANCE DUE---------- > $0.00 APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 01/05/2009 JLE Action: AP CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. 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 towns 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 PM. Owner or Date Print Name elec_prm_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R090000002 Amount: $173.05 01/05/200903:49 PM Payment Method: Check Init: DDG Notation: Big Bear 6498 Permit No: E09-0002 Type: ELECTRICAL PERMIT Parcel No: 2101-131-0403-0 Site Address: 4856 MEADOW LN VAIL Location: Total Fees: $173.05 This Payment: $173.05 Total ALL Pmts: $173.05 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts EP 00100003111100 ELECTRICAL PERMIT FEES 169.05 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ELECTRICAL PERMIT APPLICATION Project Address _r v r - - w Contractor Information Company: Lc~ &a- ~hoh Company Address: -P V -)q City:.(Q ob ( State: Zip: ffelftnl Contact Name: Contact Ph(~~i Cl LL Cell: C6o 3&, `7 LV E-Mail: Town ~,f f ail Contractor Registration o: X a h/) M Contrbctor Signature (required) Property Information Parcel Z1 11A2 lWa Legal Description: Lot # Blk # .qi ih&visinn- Job Name: Owner Narr Mailing Address: (For Parcel # Contact Eagle www.eaglecounty.us/patie) Architect( ) Name: Phone: Fax: E-Mail: It, S Designer ( ) Engineer ( ) in -:5, os Detailed Description of Work: 1 w V (UsWadditiondl sheeFifnecessary) COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor && Material) Amount of SQ Ft Su Electrical $ Work Class: s New ( Addition ( ) Remodel ( ) Repair ( ) Other ( ) m.. Building Type: j s Single-Family] Two-Family ( ) Multi-Family ( ) ) Commercial( Townhome ( ) Other( Date Received: IF ((!:,Z, _nVF Di r JAN - 5 2009 TOWN OI° VAIL TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit F09-0006 Job Address: 4856 MEADOW LN VAIL Status ISSUED Location.....: Applied..: 03/03/2009 Parcel No...: 210113104030 Issued . 03/10/2009 Project No Expires . OWNER MEADOWLARK DEVELOPMENT PARTN 03/03/2009 PO BOX 6605 TYLER TX 75711 APPLICANT CASTLE FIRE SPRINKLERS INC. 03/03/2009 Phone: (970) 688-0789 PO BOX 3878 AVON COLORADO 81620 License: 735-S CONTRACTOR CASTLE FIRE SPRINKLERS INC. 03/03/2009 Phone: (970) 688-0789 PO BOX 3878 AVON COLORADO 81620 License: 735-S Desciption: INSTALL NFPA 13R SPRINKLER SYSTEM Valuation: $20,000.00 FEE SUMMARY Mechanical $0. 00 Restuarant Plan Review--> $0. 00 Total Calculated Fees $1,200.00 Plan Check $350. 00 DRB Fee--------------------- > $0. 00 Additional Fees-----------> $0.00 Investigation-> $0 .0 0 TOTAL FEES--------------> $1, 200 . 00 Total Permit Fee---------- > $1, 200 . 00 Will Call > $0 . 0 0 Payments > $1, 200 . 00 BALANCE DUE--------- > $0. 00 Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 03/10/2009 drhoades Action: AP Approved as noted on plans. CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. 1 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 towns 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 SEVENTY-TWO HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252 FROM 8:00 AM - 5 PM. SIGNATURE OF OWNER OR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: R090000225 Amount: $1,200.00 03/10/200903:56 PM Payment Method: Check Init: SAB Notation: 1332 CASTLE FIRE SPRINKLERS Permit No: F09-0006 Type: SPRINKLER PERMIT Parcel No: 2101-131-0403-0 Site Address: 4856 MEADOW LN VAIL Location: Total Fees: $1,200.00 This Payment: $1,200.00 Total ALL Pmts: $1,200.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 SPRINKLER PERMIT FEES 850.00 PF 00100003112300 PLAN CHECK FEES 350.00 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT TMWAO WAIL Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149 MECHANICAL PERMIT NSFR Job Address: 4856 MEADOW LN VAIL Location.....: 4856 MEADOW LANE Parcel No...: 210113104011 OWNER MEADOWLARK DEVELOPMENT PARTN 04/25/2008 PO BOX 6605 TYLER TX 75711 APPLICANT ALL TEMP CONTROL, LLC 04/25/2008 Phone: 970-668-0281 PO BOX 134 101 W MAIN ST FRISCO CO 80443 License: 389-M CONTRACTOR ALL TEMP CONTROL, LLC 04/25/2008 Phone: 970-668-0281 PO BOX 134 101 W MAIN ST FRISCO CO 80443 License: 389-M Desciption: CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE- ROUGH HEATING AND SNOWMELT SYSTEM TO INCLUDE 98% EFF BUDERUS BOILER. SMART 80 TANK AND 199000BTU BOILER FOR SNOWMELT Valuation: $28,000.00 Status Applied Issued . Expires . PRJ07-0030 ISSUED 04/25/2008 04/25/2008 10/22/2008 x*****"'**"*.****..:*****FEE SUMMARY Mechanical Permit Fee---> $560.00 Will Call > $4.00 Total Calculated Fees $704.00 Plan Check > $140.00 Use Tax Fee------ > $0.00 Additional Fees-----------> $0.00 Investigation > $0.00 TOTAL PERMIT FEE---> $704.00 Total Calculated Fees--> $704.00 Payments-----------------> $704.00 BALANCE DUE--------- > $0.00 Item: 05100 BUILDING DEPARTMENT 04/25/2008 rlf Action: AP APPROVALS Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR ALL TIMES Permit M08-0082 . ~0_7-ot44 Project m echcanical_perm it_041908 TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. 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 towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR AM - 4 PM. BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:01 of Print Name or Contractor ~ /7- g Date m echcan ical_perm it_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R080000540 Amount: $704.00 04/25/200803:21 PM Payment Method: Check Init: RLF Notation: 1842 ALL TEMP CONTROL LLC Permit No: M08-0082 Type: MECHANICAL PERMIT Parcel No: 2101-131-0401-1 Site Address: 4856 MEADOW LN VAIL Location: 4856 MEADOW LANE Total Fees: $704.00 This Payment: $704.00 Total ALL Pmts: $704.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts MP 00100003111100 MECHANICAL PERMIT FEES 560.00 PF 00100003112300 PLAN CHECK FEES 140.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 W OVAkb! APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED TOV Project P Building Permit Mechanical Permit l 970-479-2149 (Inspections) TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail, Colorado 81657 Provide Mecha all Room Layo bnale ❑ Dimensi m r Du Sze L ❑ lue, n GS an ❑ ea s ❑ e /Spec Shee CONTRACTOR INFORMATION Mechanical Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: L_ L L < ~ ~ ' ~ 17-1 ~ E-Mail Address: I Fax#: - i o-, , -,i L~ COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials MECHANICAL: $ Contact Eagle County Assessors Office at 970-328-8640 or visit www, ea4/e-county, cam for Parcel # Parcel # O l -3 C. C:) Job Name: ~LV-~VD°~_'~ t'•'Pr9-y- 0E~E-cq I 6b Address: Legal Description Lot: l a Block: 11 Filing: Subdivision: , ST Owners Name: rmC-r 0o Address: 566 ,Z 3 V-4. n PhonF Engineer 5 ke~ Address: 1 hoone : I _ 1 P { ~ , d to iledla' cr tilp on of_work~: 5~e n s►~o~z1rn ~~r `~I ~ 5v Work Class: New X Addition( ) Alteration ( ) Repair ( ) Other ( ) Boiler Location: Interior ( ) Exterior ( ) Other ( ) Does an EHU exist at this location: Yes ( ) No( ) Type of Bldg: Single-family Duplex( ) Multi-family( ) Commercial( ) Restaurant( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existin : Gas Appliances Gas Los Wood/Pellet Wood Burning No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ) Other Fees: Date Received: Accepted By: Hpr 2S nR 04:00 Tim Willbyrn 4 S/N ]obi{ Lot 12 Meadow Lane For: mp czatro 719-395--244,2 P-1. 207 SHORTItMRT DatmMmr. Fri Apr 2S 15:56:26 2pr)3 Fie name; lot12 - 2 . ira,,c a Hi Valley Supply 117 E Arkansas Buena Vita rn a DESIGN CONDITIONS Outdoor temperature -20. dogF Indoor temperature, 70.0 deg.P Temperature di'Pference 90-0 deg.F HEAT SOURCE, SPECIRCATTONS Load 23772,27 BTUMr Make Model Supply temperature 180 deg.F Temprature drop 20 de&F Return temperature 160 deg.F Flow 2.377 GpM SUPPLEMENTAL HEAT SUMMARY Bfdsdpg Heat 0 EITI1/hr Additional Heat 7170.05 g7'I.1(hr HEAT EXCHANGER Load Mahe Modal Supply Tb Mmn tune Tempel Drop Return Tempamtutic Boiler Side Flow 23772.27 BT13/lir 18 0 deg. F 20 dcg,lr 2. 60 deg" I., 2.38 GP?,..[ Room name Area ~i'R Tubing area Panel Deliv. Add,Supp. Total I3TUlht ' temp, temp BTU/hr B'T'U/hr Master. Dath Clos Master Bed 340.00 271 25 303.00 74.72 58.31 0.00 4665.37 13.72 . Hall Loft . 56.00 238.25 22.00 82.98 85 00 137.2 127 8 3471.14 13219.65 1 351 54 . 3698.91 5867.25 39.08 TOTALS 667.25 $63.25 7170,05 23772.27 24.t3;B MaxxCa2c is a tool to assist the system designer with the calculatlon of beat-/snowmelt loads, and component selection. MaxXOit Corporation assumes no responsibility for heating or snow melt systems designed with MaxxCalc It. is the system designer's responsibility to confirm all input variables, calculations, camponent: selection, .and installation practices are correct:. r Infloor(R) heating systems D T~wN OF V6 ~ "Pr 2h U8 n4: n, p Tim W i l lburn 7I u-395-2462 p.2 ZONE SUWM'Y' REPORT Page 1 SfN Job# J-ot 12 Meadow Lane 207 DoWrk e: Fri, Apr 25 15:56:34 20015 For: All Temp control File name: ].otl2 - 2 . n:s:c By Hi Valley Supply 117 33 Arkanaae Buena Vista CO 81211 ZONE NAME: Hcatin Load: 8 zo10 4665.37 Number ofZonm; 2 Infiltration Load: 594 6.92 E7t1/Itr. STU/hr Zone Type: Infiltration Method - radi an t residentia..l Infiltration tTTM: Main Type: 23.0 PBX/BMX , Tnfiln.Ares/Vol 899.3 Mein Size: 0.750 Delivery Temperature 88,31 de &P Main Length: 20 , 00 n. Flow Rate: Head Pressure.- 0.47 opli I 0.68 tt. Room name I Tube Type 'I1tbe Size Tube s awn Numb. of Ci i Circuit 13'RJ/F i p s rcu ts Length /sq.R. Master aath Clod PE}C/BPEa[ 0.500 9.00 2.00 202.0 13.72 TOTALS 2.00 404.0 ZONE NAME: zol1 Number ofZonea; 2 Healing Load: 11936.86 BTUAr Zone Type: radiant Infiltration Load: 5946.92 BTU& Infiltration Method. residential lnfilltration 1,17M: 23.0 Infittr.AwaNol 899.3 Main 'T`ype: PBX/HP= Delivery Tempemture .lr 137.28 de g Main Size: Main Length: 0.750 20.00 ,n i} Flow Rate: 1.19 GPNI Heed Pressure: 2.76 fr. Tube 't'ube I1be Numb. of Circuit BTU/hr Room name Type Size Spacing Circuits Length /sq.fl;. Master Bed PBX/BPEX 0.500 6.00 2.00 23812 35.;14 Hall Loft PF.X/I3PEX 0.500 6.00 1.00 44.00 39.I)S TO'I'A1.S 3.00 520.5 ^ MaxxCalc is a tool to assist the eystem designer with the calculation of heat/snowmelt loads, and compoztent selection. Maxxon Corporation assumes no responsibility for heating or snow melt systems designed with MaxxCal❑ It ie the system designer's responsibility to confirm all :input variables, calculations, component: selection, and installation practices are correct. Infloor (R) heating systems .,J~V u%r u.r-:-u p- 1'7, m Wl'i rburn SIN Jab# Lot: 12 Mee w Lane For: All Temp Control ASSIGN CON D117ONS Outdoor tcmperatwe Indoor temperature Temperature difference 719-395-2462 p,3 SHORT REPORT 207 Datemme: Fri Apr 25 15:56:54 20114 Filename; , lot12.111acc , Hi valley supply 3-111-7 i, Arkaneas Buena Vista CO 81211 -20 . SUPPLi3ME TAL 14EAT SUMMARY 70.0 de&F Zflff~ Heat 0.00 Bl'tj/hr 9 Q . 0 ddeg. Additional Heat 2345.76 F -f -t -/hr 8Y Ii GAT SOUR )9 SPECIFICA 17ONS . Goad HEATEXCHANOFA 81661, 95 BTU/hr l d Make an 81661. 95 A'f'i:4'hr Mahe Model Model Supply temperature } I BO F ~ S ~ de : 7 1 Temprature drop 20 d F Tom part u p l , : 20 de5 Return temperature 160 d F ~ ReturttTempamuro 1 60 ~ NOW t3. 165 GPM Boiler Side Flow d,p.i 8.17 Room name Area sq R Tubing area Panel Doliv, Add.Supp. E Total STUA r . . temp. temp B & BTU/hr Aaq.ft., Garage Mud Room 592,00 101 50 546,00 00 80 82.32 104.0 0,00 17721.07 29-1:13 Bed 1 Bath 3. . 216.00 . 186.00 71,12 73.03 82.42 99.55 0.00 0.00 301.46 2839 79 2,V7 13 15 bed 1 bath 1 33,00 19.00 0.00 0100 0.00 . 0 00 , 0 1:0 Bed 1 Bath 1 Entr 120.00 198 00 98.00 73.64 87,x2 0.00 . 1826.43 , 15-2:4 y Media Room . 255.00 167-00 223.00 84.14 74 42 106.5 102 4 0-00 7280,S4 36.7'7 Bath 2 Laundry 286.00 251.00 . 70.25 . 81.65 0.00 0.00 4145.51, 1696 30 16..~,6 5 519 Great Room 500,00 455.00 83.20 137.2 2344.76 . 20247.23 . 35 8 Office Powder Kitchen Are 221.00 19 00 191.00 76.75 113.4 0100 4988.42 , 22- 51 a Delgac Area, 2. 42.00 164.00 29 00 71.29 73 17 96.23 91 07 0.00 1686.40 8.7';1 Dining 208.00 . 179.00 . 80.49 . 115.5 0.00 0.00 499,29 6383 72 11,91 30 6 Bed 2 Bath 2 304-00 269.00 77.77 112.7 0.00 . 653.5.69 . 21 4:1 Bed 3 Bath 3 300.00 265.00 75.85 104.5 0.00 5114.34 . 1.7.0,; TOTALS 3568.50 31,22.00 2345,76 81.661.95 221 .2 1 Maxxcalc in a tool to assist the system designer with the calculation of heat/snowmelt loads, and component selection. Maxxon Corporation assumes no responsibility far heating or, snow melt systems designed with Maxxcalc Tt is the system designer's responsibility to confirm all input variables, calcillations, component selection, and installation practices are correct. Tz;fl,oor (R) heating systems .1 u-T:UIP i I IM w11Iburn 719-395-X2462 p.4 ZONE 5LrMqu(AIYIMPORT Page 1 S/N Job # L01; 12 Mead Lane 207 Datemme; Fri Apr 25 1S:56:59 20(:,F! For; All Temp Co trol Fileveme: 1ot12 m;Ne . By: M Valley supply 117 E Arkansas Buena Vista CO 8121.1 ZON.C NAMIr: Z0.1 i-leatins Laad: f l I 17721.07 BTU/hr Number of Zones, Zone g i n tration Load: Infiltration I-fl'M; 18540.77 26.6 BTU/hr filnatton~ Merhod: resident! 1 : Main Type: PM/B.PEX Infiltr.Area/1/ol 3504 , 5 Main Sire; 0.750 7' Delivery Temperabre 104 , 07 deg Main G,ortgtlt: 20.00 M' Raw Ram: Head Pm Murex . 1.77 dPl1 9.3S ft. nerve Room Tube Type Tube Size Tube Numb. of Spacin i Circuit F3N/h1 g C rcuits Lcngttr /sq. t:. Garage PEX/BgEX 0.500 12,00 2,00 273.0 29.93 7'DTALS - 2.00 546.0 ZONE NAME: Heating Load: zo2 301.46 Number ofzones: 9 Infiltration Load; ~nf hration 1-ITM; 18540-77 Z 6.6 BTU/hr BTU/hr Zone Type: InEltmtion Method: rad i,ant residential Main Type; PEX/EPE Infltr,Atea/Vvl 3504.5 Main Size: D .750 0 Delivery Tempemtum 62.42 deg.F Main Length: 20.00 Flow , Rete: Heed Pceseure: 0.03 0 01 GPM . ft. Room name Tube Type Tuu Siz ~n Circuit BTU/hr WK Ungth /sq.ft. Mud Room PEX/BPEX 0 106.6 2.i7 TOTALS n J.. 0 tJ 5.6 h' CU ust u14;uep ,Tim Millburh 719-395-2462 p.5 TAME SUMMARY REPORT Page 2 S/N 207 Dmlelraw., Fri Apr 25 15:56:59 20at! .lobtl Lot 12 Meadow Lime ]~liia ttam~ lot12.nt!tC tor; All Temp Control By 131 valley Supply 117 E AxkanBan Buena Vista CO 61211 ZONE NAME: Heating Load: Infiltration Load: Infiltration KM- Main Type: Main Size: Main Length: Room name Bed 1 Bath 1 bed 1 bath 1 Bed 1 Bath 1 T(YrALS Z03 4666 , 22 M/hr 18540.77 BTU/hr 26.6 PBX/BPBX 0.750 in. 20.00 IL Tube Tube Ty Pi a Size PEX/BPEX 0.500 PE,X/SPRY 0.500 PEX/73pE7C 0.300 'Number of 7-ones.. Zane Type: Infiltration Method; 711flltr.AroaNol Delivery Ternpotature Flow Rate: Fiend Presaure: 9 radian'., residential 35041 , 5 99.55 deg.'' 0,47 GPh. 1..16 ft Tribe Numb. of Circuit BTU/hr -in6 Circuits Length 9.00 1..00 248.0 t3,ts 9-00 1.00 9 00 25.33 0. )0 . a. .O(1 130.6 15.22 3.00 404.0 ZONE NAME: Hearing Lond; Infiltration Load: Infiltration I-iTM: Main lope; Main Size: Main Length: Room name Entry TOTALS 704 7280 , 54 BTU/hr 1 54 0.7 7 26.6 PBX/BPBX 0.750 In, 20.00 fL Tube Tube Type size PBX/BpSX 0.500 Number ofZonos: Zone Type; Infiltration Method; IRWA,roaNol Delivery Ternpeasture Flow Rate: Head Pre9tu re: 9 radiant residential, 3504.5 106.59 dog.F 0.73 GPM 1124 ft. Tube Numb, of Clrauit BTU/hr Spacing C iroults Length 6.00 2.00 1.67.0 36. i"7 2.00 334.0 u~N ( 1 XM Wl llbur•n 7I9-395-2+46? P • 6 ZME SUMMARY REPORT Page 3 SIN 207 J040 Lot: 12 Meadow Y,ane Dm'*Mrtre: Fri APr 25 15:56:59 2013 FoS_ All Temp Control. Filename: 1ot12.mu;c 117 $ M Valley supp,15r j Arkansas Buena V$Sta CO 81211 ZONE NAME: Heating Land; Infilt ation .[.oad: Infultratiou, XITM.-• Main Type: Main Size: Main Length: Room name Medla Room Bath 2 Laundry TOTALS TONE NAME, heating Load: Infiltration Load: mitration H'I'M: Main Type; Main Si7M Main Length: Room name Great Room Office Powder 7T()TALS Z05 5841.80 BTuhw 18540.77 BTU/hr 26.6 PBX/BP= 0.750 In 20,00 ft. Tube 7L be 7We size PIC/SPBX 0.500 PEX/BPEX 0.500 Z06 22889.89 l3TU4tr 18540.77 BTU& 26.6 PBX/BPEX 0.750 20.00 I ft Tube Tube Type Sim PEZ/BP> X 0.500 PBX/BPEX 0.500 Number of2orm, Zone TAx: Infrlttatian Method: InS1tr,AmNol DeliveryTemperature Flow Rate: Head Pressure: Tube Spacing 9.00 9.00 Numb. of Circuit Cieulta Length 1.00 297.3 2.00 167.3 3.00 632.0 Nwnber of Zones: Zone Type- l ufiltx'ation Method Infrltr.ArciWol Delivery Temperature Flow Rate: Head Prewum Tbke Numb, of Spacing Circuits 6.00 4.00 9.001. 00 5.00 16.26 5.93 9 radiant residential 3504.5 137.28 deg.F 2.29 GPM 3.6'2 R. Circuit BTU/hr Length /aq. t. 227.5 35,1:19 254.6 22. G,1 9 radi an t, xeaxdentia,'I: 3504.5 102.42 deg-17 0 . Se OPIIrl 2.64 ft. BTU/Ir. /sq.fc. - - • A LAMF-F) 719^395-246 P-7 ZONE SUMMMy REPORT SIN Fags 4 Joblf Lot 72 Meadow l For: A11 Temp Contr ane 1 207 ~ 7mv: I+ri Apr File name. 25 15:56:59 20x'1::3 ~ . 1ot12.lti~.,c B, Hi Valley Supply 17 E Arkansas Buena Vista CO a1.zil ZONE NAME; =7 Hcating Load: 8569.42 Nwnberof,Zones: g Infiltration Load; 18540.77 Ba Zone Type: rad~ ani;: Infiltration HM; 26.6 r Infiltration Method: . remident;ial Main Type: P$X/BPBX Infi1q:Ama/Yol 3504.5 Main Site: 0.750 Dellmy TmWaum 11S . S6 Main Length; 20.00 m' Flow Rate; dog, 0.86 I Hein Ptttesuro- CiPi1d' 6 57 . name Tube Tube Type Tube Siz Tube Numb. of Circuit BTU/h Kitchen Area PEX/APEX e Spacing Circuits ! Lenel /sq,it. Desk Area Dining PEZ/BPEX, 0.500 9.00 1.00 9.00 218.6 8. 7e PBX/APEX 0.500 1.00 6.00 1 00 38.67 11.:39 TOTALS . 358.0 30.:19 3.00 615,3 - ZONE NAME: 2 YU Heating Load: 515.69 N mberofZones: g Infiltration Load; 1 540.77 B B TU/hr TU Zone Type; radiant Infiltration Ij7m. 26.6 /hr InfilerationMethod. residential Main Type: PBX/APEX 144.Arewol 3504.5 Main Sire; 0.750 in DelivegTempmftm F 112.70 dog Main Length; . 20.00 & Flow Rwe~ , 0.65 GPM Bead Premum: 1.07 R. _ , In w a i iourn 719-a95-2462 r I ZONE SUMMAKRY REPORT Page 5 S/N 207 ]ob# Lot 12 Meadow Lane DaWTinw Fri APB 25 15:56;59 ?,OOE I For. All Temp control File natne; l0t12 ma2 , By.. Ei Valley supply 117 E Arkansas Buena vista CO 8121], ZONE NAME; 09 Heating Land: 5114.34 Number of Zones: 9 M/h Infiltration Load, Infiltration Hl k 18540.77 2 6 r am/hr zoRO Type. radiant: i'nfilttatiion Method: l Main Type: , , 6 PBX/BPE$ :residential LnfilQ.Amn/Vol 3504.5 Main Sile: 0.750 T' DelhayTempWgkW, 104.58 F Main Length: 20.00 low Rate: 0-51 GRY' l i Head ftmuta 0,70 Roam name "rube j Type 7bbe Tug Numb, of Circuit Size 4 STU/hr ~peoin C Bed 3 Bath 3 PBX/BPEX g ireuNq T4ngth /eq.ft. 0 500 . 9.00 2,00 176.6 17..IS TOTALS MaxXCa7 c is a heat/anowmelt tool to assist: she loads, and c zx 2,00 353.3 system designer Wi t:h the calculation no responsibility for It is the s st d i o heating ossnow lmelt os®t ma~B1orB°ration assume$ es ' y em es g calculations, componea er s responsibility to confirm all input variables selection, anal installation practices . are correct Infloor (R) heating systems NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT MWNO VV ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149 MECHANICAL PERMIT NSFR Job Address: 4856 MEADOW LN VAIL Location.....: Parcel No...: 210113104030 OWNER MEADOWLARK DEVELOPMENT PARTN 10/01/2008 PO BOX 6605 TYLER TX 75711 APPLICANT WESTERN FIREPLACE SUPPLY, IN 10/01/2008 Phone: 668-3760 1685 PAONIA COLO SPRINGS, CO 80915 PO BOX 670 MINTURN, CO 81645 License: 323-M CONTRACTOR WESTERN FIREPLACE SUPPLY, IN 10/01/2008 Phone: 668-3760 1685 PAONIA COLO SPRINGS, CO 80915 PO BOX 670 MINTURN, CO 81645 License: 323-M Desciption: INSTALL ONE DIRECT VENT GAS FIREPLACE Valuation: $3,497.81 ALL TIMES Permit M08-0249 1~. of Project PRJ07-0030 Status ISSUED Applied..: 10/01/2008 Issued. 10/10/2008 Expires . 04/08/2009 ...............~..,.~,...,...,,..........,....~...~.........,,.,~...~...<FEE SUMMARY"....,...«~...«.,....~~~..~.......~.......:.....,.,..>.,.....,~.................~~........~. Mechanical Permit Fee---> $80.00 Will Call > $4.00 Total Calculated Fees $104.00 Plan Check > $20.00 Use Tax Fee------ > $0.00 Additional Fees-----------> $0 $0.00 Investigation-----------------> $0.00 TOTAL PERMIT FEE---> $104.00 Total Calculated Fees--> $104.00 Payments-----------------> $104.00 BALANCE DUE--------- > $0.00 APPROVALS Item: 05100 BUILDING DEPARTMENT 10/01/2008 JLE Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. 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 towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL B MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:0( AM - 4 PM. Sig at Owner or Contractor Date mechcan ical_perm it_041908 Print Name mechcanical_permit_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R080001916 Amount: $104.00 10/10/200802:02 PM Payment Method: Check Init: SAB Notation: 2125 WESTERN FIREPLACE Permit No: M08-0249 Type: MECHANICAL PERMIT Parcel No: 2101-131-0403-0 Site Address: 4856 MEADOW LN VAIL Location: Total Fees: $104.00 This Payment: $104.00 Total ALL Pmts: $104.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts MP 00100003111100 MECHANICAL PERMIT FEES 80.00 PF 00100003112300 PLAN CHECK FEES 20.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 try ".9 L~YOUt SlMwn to *caje to Include; Msd. arl_-Ql Room Dimensions Combu%4ion Air Duct Size and Location p Flue, tier;t and Gas Line Size and Location Heat LGas Calculations Eviprrent Cut / Spec Sheets PrnjeciAddmss 1 l/~J Project r Contractor Infortnotaon 4 Campo ny:)Jt~_S2't?R~4~i,r-a F l R ' Company Addraas: _U6?c...v..~_.,!~__ _ ci~...../!_~.t ~h.'~~*~!9.__ 5~tat6' ~,a..t~•..,.,. zlr: G~ 1 '(Ant'8Gt NvfEFlfl' • } r E-Mail: Town of Vw11 Cants R agWration No: X > - Contractor Signature (required) Proparty Information Parrs,! 7 Legal Desctption: Lei # T Fax: E-ME3i's' ~j qoo Building Permit ai- _ "\V -14 Mechanical Permit Detailed Description of Work: J r s ; Ll tsec~ tie{r~l ,4(gS Z, cPA ~GCO (Use additional sheet If necessary) Complete Valuation for Mechanical Permit: Mechanical5 tl ,L Work Cjass: New 4) Addition ( ) Remodel ( ) Repel, ( ) Other r Boiler Loostion: j Interlor ( ) Exterior ( ) Other ( ) i NolType Existing Fireplaces: Gee Appliances( Gas Logs ( ) Wood/Pellet ( j No/Type Proposed Fireplaces: Oas Appliances( f) Gas Logs ( ) Wood.%Pellet ( ) Building Type:" Single-Family (LJ'*Two-Femiiy ( } Mufii-Family ( i Commerclal ( } Townhome ( } Otrh+ar q ) Dote Received: T ho to!lt+±4Ytrig it9criS MU9r l!a attached to this aermit ennlloetlon NIOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MEO VY Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149 PLUMBING PERMIT Permit P08-0026 NSFR Project PRJ07-00'0 Job Address: 4852 MEADOW LN VAIL Status ISSUED 003 o Location.....: 4852/4856 MEADOW LANE Applied 04/25/2008 Parcel No...: 210113104010 Issued. 04/25/2008 Expires. 10/22/2008 CONTRACTOR ALL TEMP CONTROL, LLC 04/25/2008 Phone: 970-668-0281 PO BOX 134 101 W MAIN ST FRISCO CO 80443 License: 381-P APPLICANT ALL TEMP CONTROL, LLC 04/25/2008 Phone: 970-668-0281 PO BOX 134 101 W MAIN ST FRISCO CO 80443 License: 389-M OWNER MEADOWLARK DEVELOPMENT PARTN 04/25/2008 PO BOX 6605 TYLER TX 75711 Desciption: TO ROUGH PLUMPING THROUGH SETTING FIXTURES. Valuation: $21,750.00 * FEE SUMMARY Plumbing Permit Fee---> $330.00 Will Call > $4.00 Total Calculated Fees $416.50 Plan Check > $82.50 Use Tax Fee------------ > $0.00 Additional Fees $0 $0.00 Investigation--------------> $0.00 TOTAL PERMIT FEES--> $416.50 Total Calculated Fees--> $416.50 Payments > $416.50 BALANCE DUE-----------> $0.00 Item: 05100 BUILDING DEPARTMENT 04/25/2008 rlf Action: AP APPROVALS Item: 05600 FIRE DEPARTMENT *****#**++##+####*********+++++##******++++###*#*****ii##+#+**i*****+#########*#************+***#++#i#+*#***#**##i4#****i+iiiii##+##****++iii####+i#******++#+#ii#i#****++i++#*******#+++ CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. 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 towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INS T10,N SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:01 AM - 4 E_ c 7 of Owner or Contractor QPr Print Name T_2=51Q~' Date pimbpermt1_041908 't16•s'o Pei 07-00.30 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project Building Permit Plumbing Permit 970-479-2149 (Inspections) 75 S. Frontage Rd. W ✓ 0 Vail, Colorado 81657 rV ;9 vu 1W to TOWN OF VAIL PLUMBING PERMIT APPLICATION IPLUMBING: $ a®G Contact Eagle Countv Assessors Office at 970-328-8640 or visit www-Pomp-rntinty rnm fnr Parca/ & Parcel # >;j C7 Job Name: D(NctT Job Address: t-lqt,4F_ -71 Legal Description Lot: Block: Filing: Subdivision: 1 S Owners Name ~C L Addres : 5bb , Phone: Engineer: 41 , I, Address: Phone: ` , j Detailed description of work:, _ cp ,C 6 ~5 h IP V, Work Class: New Addition( ) Alteration ( ) Repair ( ) Other ( ) Type of Bldg.: Single-family Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. Of Accommodation Units in this building: ,~******xxxx****x**x**************FOR OFFICE USE ONLY**~ ******x*****x**xxxx**xx**xx**xxxx Other Fees: Date Received: - Accepted By: S- V/F 1~ ~ FIE F:\cdev\FORMS\PERMITS\Building\plumbing_permit_11-23-2005.doc Page 1 of 1 COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) TOWN OF VAIL, COLORADO Statement Statement Number: R080000539 Amount: $416.50 04/25/200803:16 PM Payment Method: Check Init: RLF Notation: 1842 ALL TEMP CONTROL LLC Permit No: P08-0026 Type: PLUMBING PERMIT Parcel No: 2101-131-0401-0 Site Address: 4852 MEADOW LN VAIL Location: 4852/4856 MEADOW LANE Total Fees: $416.50 This Payment: $416.50 Total ALL Pmts: $416.50 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts PF 00100003112300 PLAN CHECK FEES 82.50 PP 00100003111100 PLUMBING PERMIT FEES 330.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 AUG/12/2008/TUE 08:34 AM TOWN OF VAIL 75 S. FRONTAGE ROAD VAII-, CO 81657 970-479-2158 FAX No, DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON 1013SITE AT ALL TIMES PUBLIC WAY PERMIT Job Address: 4856 MEADOW IN VAIL Location.....: 4856 MEADOW LANE Parcel No.... 210113104011 APPLICANT SINGLETRAK BUILDERS, INC. 06/05/2008 PO BOX 4655 FRISCO CO 80443 License: 343-A OWNER MEADOWLARK DE'V'ELOPMENT PARTN 06/05/2008 PO BOX 6605 TYLER Tx 75711 CONTRACTOR SINGLETRAK BUILDERS, INC. 06/05/2008 PO BOX 4655 FRISCO CO 80443 License: 343-A Desciption: Use of Right of Way for parking (7 vehicles) Peznit PW08-0108 P. 001/001 Status , : ISSUED Applied..: 06/05/2008 Issued. 06/05/2008 Expires 11/15/2008 Phone: 970-668-1200 Phone: 970-668-1200 #ss-F#####x##w«al fewsw•w•.••rr••.ww...r~CSx:LS###F#s#########w,rwwww•••rr FEE SUMMARY '~xicYYA#k####kR###kY:R#k######M###t##www•as••r•rrr•orrrr#xx#:rk Public Way--a 7? Bond Amount--> $0.00 TOTAL FFES-- $350.00 Payments-------,> $400.00 BALANCE DUE--> $0.00 .w0 ...w00 r....V..rr-y.rk#rxiskk-Ckkss$#kks;-FS-N4..wr.n.•r.......rxs#kkkkkkx#kks.F;###.Rx##Vw.w••r.r•.•.•rr•.......rrrrrxrx*xkksk#sk##W.s##m•••..• rrr. rrr .Approvals: Item: 05500 PUBLIC WORKS 06/05/2008 cdelles Action: AP Item: 05550 ENGINEERING CIVILS CONDITION OF APPROVAL #######k########x#ww.wwrr.•rrr••rrWrr#####i##########w#www•w.•••rrrrr.kY~sxx####kk####k######~F###Awww••wrrr••rrrrr~YxrYZ-k#####4:R######A••r.r•rrrr~MSs DECLARATIONS I certify that I have read all cliapters of Titlc 8 and Title 13 of the Vail Municipal Code and all utility company agreements, signed by me, and will abide by the same, and that all utilities as required. Public Works will have a spec/detail book available in April of 1998. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. I/ OF OWNER OR CONT AMR FOR HIMSELF AND OWNER wd 50:80 Hnl/8002/Zi/ v M08 -0082 : Entries for Item:390 - MECH -Final 10:11 01/30/2013 Action Comments By Date Unique_ Key CR NO GAS JRM 07/240009 A000126 007 PA HOUSE HEAT ONLY APPROVED JRM 07/24/2009 A000126 SNOW MELT DECKS NOT HOOKED UP 023 APCR 2 FEET CLEARANCES REQUIRED IN JRM 07/30/2009 A000126 FRONT OF BOILER 123 SNOW MELT SYSTEMS NOT OPERATIONAL AT THIS TIME PA MECH PARTIAL, HOUSE HEAT AND JRM 08/03/2009 A000126 WATER SUPPLY OK. SNOW MELT 235 SYSTEM NOT HOOKED UP AP JRM 08/21/2009 A000126 748 Total Rows: 5 Page 1 E09 -0002: Entries for Item: 190 - ELEC -Final 10:12 01/30/2013 Action Comments By Date Unique_ Ke CR install ice melt circuit breakers. shahn 07/23/2009 A000125 spa tub not accessible. 996 jumper across water meter. CR cancelled. shahn 07/24/2009 A000126 026 CR additional corrections: shahn 07/30/2009 A000126 provide arc fault cb where required for all 120v 137 15/20A outlets including lighting per NEC 210. all receptacles in garage to be gfci including opener per NEC 2008. ok for TCO. AP SHAHN 08/20/2009 A000126 741 Total Rows: 4 Page 1