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B09-0180
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TMWNOFVK Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD /ALT SFR BUILD PERMIT Permit #: B09 -0180 Project #: Job Address: 1468 VAIL VALLEY DR VAIL Location......: Parcel No....: 210109207015 OWNER REVOCABLE TRUST FOR BAHMAN A 07/27/2009 8745 OLD DOMINION DR MCLEAN VA 22102 APPLICANT CLIVER DEVELOPMENT 07/27/2009 Phone: 970 - 926 -4938 PO BOX 333 EDWARDS CO 81632 License: 373 -A CONTRACTOR CLIVER DEVELOPMENT 07/27/2009 Phone: 970 - 926 -4938 PO BOX 333 EDWARDS CO 81632 License: 373 -A Description: ADDITION AND REMODEL TO CONVERT TWO- FAMILY DWELLING TO SINGLE FAMILY DWELLING Status .. : Applied.. Issued... Expires ...: PRJ08 -0295 ISSUED 07/27/2009 12/16/2009 02/28/2010 Occupancy: R3 Single Family Residence Valuation: $977,000.00 Type Construction:VB Total Sq Ft Added: 350 ... »..... « .. ........... <.,..., >......,..... »,..,....,..�.............. FEE SUMMARY ,..... «...,,..... _........., ,..........,. ...,..�,.. >................., <, Building Permit Fee ------ > $5,499.50 Will Cal Fee --------------------- > $4.00 Total Calculated Fees ------------- > $28,673.18 Plan Check--------------- - - - - -> $3,574.68 Use Tax Fee --------------------- > $19,340.00 Additional Fees------------------ - - - - -> $0.00 Add'I Plan Check Hours -> $220.00 Restuarant Plan Review - - - - -> $0.00 TOTAL PERMIT FEES--------- - - - - -> $28,673.18 Investigation------------ - - - - -> $0.00 Recreation Fee------------ - - - - -> $35.00 Payments ------------------------------- > $28,673.18 Total Calculated Fees--- - - - - -> $28,673.18 BALANCE DUE ------------------------ > $0.00 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 - 4:00 PM. e Signature of wner or Contractor Date Print Name bld_a lt_construction_permit_041908 APPROVALS Permit #: B09 -0180 as of 12 -16 -2009 Status: ISSUED Item: 05101 BUILDING DEPT REVISION 10/29/2009 Martin Action: AP Exterior window /door change and structural changes and new hot tob location 12/10/2009 JRM Action: AP NEW REVISED PLANS APPROVED Item: 05100 BUILDING DEPARTMENT 08/17/2009 martin Action: CR F: \CDev\ CHRIS \PERMIT.COMMENTS \B09 - 0180 \B09 -0180 comments1.DOC 08/27/2009 Martin Action: AP 10/29/2009 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 08/24/2009 RLF Action: AP 10/27/2009 RLF Action: AP APPROVED PLANS STAMPED OCT 14, 2009 12/15/2009 RLF Action: AP APPROVED PLANS STAMPED NOVEMBER 24. 2009 Item: 05600 FIRE DEPARTMENT 08/21/2009 mvaughan Action: AP monitored fire alarm system required. Installed in accordance with NFPA 72 2002 ed and VFES alarm installation standards. 12/11/2009 mvaughan Action: AP revisions approved. Item: 05500 PUBLIC WORKS 08/03/2009 cdelles Action: AP See the Conditions section of this Document for any that may apply. b I d_a It n st r u ct i o n_pe rm it_041908 xxxxxxxxxxxxxxx i x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx CONDITIONS OF APPROVAL Permit #: B09 -0180 as of 12 -16 -2009 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: CON0010923 Special Inspection required for welding, soils, and concrete b Id It-co n st r u ct i o n_pe rm it_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R090001782 Amount: $110.00 12/16/200909:32 AM Payment Method: Check Init: JLE Notation: 3149 CHRISTOPHER CIOCIAN ----------------------------------------------------------------------------- Permit No: B09 -0180 Type: ADD /ALT SFR BUILD PERMIT Parcel No: 2101- 092 - 0701 -5 Site Address: 1468 VAIL VALLEY DR VAIL Location: Total Fees: $28,673.18 This Payment: $110.00 Total ALL Pmts: $28,673.18 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------- - - - - -- Revision Submittals: TRANSMITTAL FORM Y 1. "Field Set" of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: 9 U R Pro � je � c � t S treet Address: t ,, t (Number) (Street) (Suite #) Building /Complex Name: Description / List of Changes: C Incu c -� t %rte - t ALA COCA - +��X�l M 9 — Contact Information: Company: r C k .lam �Nl. t (• l/n c ply � rl 1v�Af C\. Company Address: "�r�'( ��� City: r L1.)c1C - A _` , State: ' (1 zip : c` lb-52- Contact Name: nr1 1 2 CiC >C_lQ_n Contact Phone E -Mail +L.1("')cJ aye Valuations (Labor & Material)) Building: Plumbing: Electrical: Mechanical: Total: Revisions () Response to Correction Letter _attached copy of correction letter () Deferred Submittal () Other Attention: Q (use additional sheet if necessary) Date Received: D ( C LE5 U \`!' Is NOV 2 4 2009 TOW OF VA 1- Sep -09 C N REScheck Software Version 4.2.0 Compliance Certificate Project Title: Atefi Residence Remodel Energy Code: 2003 IECC Location: Vail, Colorado Construction Type: Single Family Glazing Area Percentage: 18% Heating Degree Days: 9248 Construction Site: 1468 Vail Valley Drive Vail, CO 81657 Compliance: 4.3% Better Than Code Owner /Agent: Bahman & Hamila Atefi Maximum UA: 1028 Your UA: 984 Designer /Contractor: Lauren Ford K. H. Webb Architects 710 W. Lionshead circle Suite A Vail, CO 81657 970.477.2990 'lauren @khwebb.com Ceiling 1: Flat Ceiling or Scissor Truss CN 1329 38.0 12.0 29 Ceiling 2: Cathedral Ceiling (no attic) f -t i� 917 38.0 12.0 18 Ceiling 3: Flat Ceiling or Scissor Truss 785 60.0 19.0 13 Ceiling 5: Cathedral Ceiling (no attic) hy,�)� 978 60.0 19.0 13 Wall 1: Wood Frame, 24" o .c. 6524 19.0 4.0 265 Window 1: Vinyl Frame:Double Pane with Low -E (1QW) 888 0.350 311 Window 2: Wood Frame:Single Pane &X; SA( 297 0.500 149 Door 1: Solid J) 40 0.250 10 Wall 2: Wood Frame, 24" o .c. 244 19.0 4.0 12 Floor 2: All -Wood Joist/Truss:Over Unconditioned Space 3200 21.0 0.0 141 Floor 3: All -Wood Joi st/Truss: Over Outside Air 260 21.0 0.0 11 Basement Wall 1: Solid Concrete or Masonry 260 19.0 0.0 12 Wall height: 8.0' (' Wv� Depth below grade:7.0' C�1`Jki '�oU►'ld0.' �f ZX6CYZY� J Insulation depth: 8.0' Compliance Statement: The proposed building desidp*S sciiyeuildingBa6�',e��s S ere is&nsiste�twith ttie builiim� pla�rs specifications, and other calculations submitted with the permit appltca�¢n:� Fhq pra��signed et�he 260' tEGltequirements in REScheck Version 4.2.0 and to comply with the mandatory'te ments listed m check the R (nio2t i6ntNocklisL; S n n Name - Title nC, u' C (r a�t� attlrL Ucri )b r ! n I,uf Pfl ! Ot tr rlr of �'i\ J�'I" ' ! '�f VLSI } G1 c �t, �. 111 mil:', o l:r n@ f � oth =;r data shall I, of ,t uct i 7 U I, I and Jt ( -E:�1L r CO �alC,l? - i0f'n E� :I! C h': Correction of 2rrr! • !n tile' rC t; U ,i( n; l" r C :1nri t bu;i 9lnn of vial !c also al.ltl I -,.;d ={ The siruCtUr' V; are In violation of this CUd@ r of b`r y 0t lcrfG'ff�iilQilCc�lof this jurisdiction. Or PLANS EXAMINER: 2�- DATE: Project Title: Atefi Residence Remodel Data filename: P:\Atefi \DRB & Approval s\Atef2i. rck Report date: 08/24/09 1 Page 1 of 1 Vail, Colorado Denver, Colorado Frisco, Colorado 3 Monroe Newell F,nginee.s- [nc. December 22, 2009 Mr. Kyle Webb 710 West Lionshead Circle, Suite A Vail, Colorado 81657 Attn.: Mr. Lauren Ford Re: Atefi Residence, Vail, Eagle County, Colorado (M &N #7719) Gentlemen: Monroe & Newell Engineers, Inc. has observed the framing and foundations of the Atefi Residence renovation during previous site visits. The framing was installed in general compliance with the construction documents prepared by our office. The landing framing of the new stair between the lower level and the main level was revised as shown in the attached partial main level framing plan. If you have any questions or comments, please call. Very truly yours, MONROE &NEWELL ENCi INC .e..w..,, f! • 1 Hannes Spaeh, P.E Principal O , Town IN Vail OFFICE COPY DEC 2 3 2009 TOWN OF VAiL A 2009 Platinum Corporate Sponsor of • 1 0 I $n i Colorado A Component of The American Institute of Architects www.monroe -newel I. Corn 70 Benchmark Road • Suite 204 • Y.O. Box 1597 • Avon, Colorado 81620 (970) 949 -7768 • FAX (970) 949 -4054 • email: avon @monroe- newell.com 2X6 AT I I'-4" " PLYWOOD EATHIN& .4 0 (5) -2X6 COLUMN ^ zop 257 9 `— (3)-2X& COLUMN UP\ oOG 1155 4X - 4XI /4 \ \ AT I' COLUMN DOWN REMOVE EX15TIN6 _ - )-I 7/ L LUMN (4)- SI A rFRP-;P 0 - COLUMN H< i i - 0" UP ONLY S WEB II Wa" BCI /6000 I /6000 AT 1'-4" i 0 SIMPSON U X HAN&M, PACK O 2 STEEL BEAM WEBy UP ONLY _ aa' -IO 1 3 6 TOP O (2 -11 18 =a PLYWO (W-2 - - 7 UP ONLY COLUMN I/ HUG Monroe & Newell ATm MIDEI`TCE ' PARTIAL mAm LEvm NT PRAI�mvG PLA vAiz , C OLORADO PARTIAL Engineers, Inc. w 1 0 2 P.O. Box 1597 DATE: 12/22/09 20 70 Benchmark Road, Suite 4 L: •�• Avon, Colorado 81620 (970 949 -7768 NO. #7719 SCALE: 1 /4 "/FT. DRAWN BY: AVN PAX (Wo 949-4054 RMAii. avpnomOm - m- newell.com 221 1 13 'm� L. a' wan � �� � �r w - • �� w sa W w s (3)-2X& COLUMN UP\ oOG 1155 4X - 4XI /4 \ \ AT I' COLUMN DOWN REMOVE EX15TIN6 _ - )-I 7/ L LUMN (4)- SI A rFRP-;P 0 - COLUMN H< i i - 0" UP ONLY S WEB II Wa" BCI /6000 I /6000 AT 1'-4" i 0 SIMPSON U X HAN&M, PACK O 2 STEEL BEAM WEBy UP ONLY _ aa' -IO 1 3 6 TOP O (2 -11 18 =a PLYWO (W-2 - - 7 UP ONLY COLUMN I/ HUG Monroe & Newell ATm MIDEI`TCE ' PARTIAL mAm LEvm NT PRAI�mvG PLA vAiz , C OLORADO PARTIAL Engineers, Inc. w 1 0 2 P.O. Box 1597 DATE: 12/22/09 20 70 Benchmark Road, Suite 4 L: •�• Avon, Colorado 81620 (970 949 -7768 NO. #7719 SCALE: 1 /4 "/FT. DRAWN BY: AVN PAX (Wo 949-4054 RMAii. avpnomOm - m- newell.com N r 0 a CO 4 O A r o a 4 6 a 0 cn Lh 0 V-9-9Z N 8 - £ - L L O r r' l 0 a n 0 ch r- 0 4 ii O r l G L - U - OV V -V -tf O r Z L 5 0 L L r tr9 - Z L r i r - r r 0 _ Q � r O C r � Z W W W r L L F ++ — C to = L N .O .L � U O O 0 a n 0 ch r- 0 4 ii O r l G L - U - OV V -V -tf Re: ML6141 ATEFI RENOVATION MiTek Industries, Inc. 7777 Greenback Lane Suite 109 Citrus Heghts, CA, 95610 Telephone 916/676 -1900 Fax 916/676 -1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Overholt- Delta,Co. Pages or sheets covered by this seal: R30826371 thru R30826375 My license renewal date for the state of Colorado is June 30, 2010. v October 6,2009 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSMI -2002 Chapter 2. PDF created with pdfFactory trial version www.i)dffactor,v.com lob Truss Truss Type Qty Ply ATEFI RENOVATION R30826371 �Job ML6141 T01A COMMON 1 1 R eference (opti uvernon I mSS, Delta. Go 51416 16 15 0-,e II 3x6 r.14U S AUg 11 LUU9 MI I eK Inoustnes, Inc. I ue LKt ll6 ut:4z:zD LWe wage l 3x4 = &6 = 3x4 = 7.6 = �10 A V t—t•i e w-IS50 7- 1 1 14 26-0-10 - 1 -1 id 61 - 1615 6'a-t 6 14 5112 Plate Offsets 0C Yp 12 -2 -120 -2-41. [404 -0 0 -6-O], [670 -40 0-6 -0] (9 -5-0 Edgg] 11070-3-8.0-IA LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 80.0 Plates Increase 1.00 TC 0.54 Vert(LL) - 0.11 10-11 >999 240 MT20 185/144 (Roof Snow =80.0) Lumber Increase 1.00 BC 0.38 Vert(TL) -0.19 10-11 >999 180 BCDL 10.0 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.03 9 n/a n/a BCni 10.0 Code IRC2006ITP12002 (Matrix) Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 8 SPF 1950F 1.5E TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except BOT CHORD 2 X 4 SPF 2100F 1.8E end verticals. WEBS 2 X 4 HF /SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. SLIDER Right 2 X 4 HFSPF 1650E 1.5E 3-2 -2 WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross tracing be installed during buss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 15= 1355✓O -9.4 (min. 0-2-2),13=3791/0-5-8 (min. 04-13),9=162810-5-8 (min. 0-2 -0) Max Horz15 =75(LC 7) Max Uplift15= 231(LC 7), 13 =E6(LC 7), 9 =120(LC 8) Max Grav15= 1691(LC 2),13= 3791(LC 1), 9=1869(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 2/296, 2- 3=- 47/565, 3- 17= -811/323, 17- 18= 500/325, 418= 201/434, 4- 5/1064, 5 -6= 1475/189,6 -19 =- 2735/274,19 -20= 2876/251,7 -20=- 2914/248,7 -8 =- 2735/180, 8-9= 30451162 BOT CHORD 1415 =- 277/568, 13-14= 533/155, 10-11 x/1597, 9-10= 76/2525 WEBS 3-15=- 1275/95, 3-14 =- 465/209, 414 =- 84/576, 413 = -1626/108, 5.13= 2930/61, 5- 11 =-86/ 2308, 6-11 =- 1960/ 164, 6-10= 142/1334, 7 -10= 799/177, 2 -15=- 741/244 NOTES 1) Wind: ASCE 7 -05; 90mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) 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 7-05; Pf =80.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 80.0 psf on overhangs non - concurrent with other five loads. 5) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referen standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MTek connectors. This design Is based only upon parameters shown, and Is for on individual building component. ApplicabiAly of design poramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown B for lateral support of Individual web members only. Additional temporary tracing to insure stability during construction is the responslbilli y of the erector. Additional permanent tracing of the overall structure is th��e responsibility of the buliding designer. For general guidance regarding consult nSj.p,itormaMony control. stora from , del Pb bps ct ena n brad gg Street, suite 312N VA 223 criteria, DSB -99 and BCSI IkAkling Com ne pont 7777 Greenback Lane, Suite 1D9 Citrus Heights, CA, 95510 TRI ICCFC IKI T411C Ir1R PDF created with pdfFactory trial version www.pdffactorv.com 2 -00 5-1- 410-0 0-10-0 57A0 67 -10 - 5-11 -2 Bx6 = 566 5 October 6,2009 Job Truss Truss Type Qty Ply ATEFI RENOVATION Plates Increase 1.00 TC 0.47 Vert(LL) -0.11 10-11 >999 240 MT20 185/144 (Roof Snow--80.0) 830826372 ML6141 T016 COMMON 7 1 Job Reference (ootionan Overholt Truss, Delta. Co 81416 7.140 s Aug 17 2009 MTek Industries, Inc. Tue Oct 06 07:4226 2009 Page 1 -2-" I S1A I alter I 144-7 2a1t 28-41. I 31 -11 -12 2 -a0 1. 4-1ao 4-140 1746 s7 -m 5,11 -2 5.66 12 6m = smw -1M-7 WN tli / 11 r r s r r r r l il r r h l LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 80.0 Plates Increase 1.00 TC 0.47 Vert(LL) -0.11 10-11 >999 240 MT20 185/144 (Roof Snow--80.0) Lumber Increase 1.00 BC 0.38 Vert(TL) -0.1910-11 >999 180 1 Row at midpt 5-13 TCDL 10.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.03 9 n/a n/a BCLL 0.0 orni 4n n Code IRC20061TPI2002 (Matrix) Installation guide. Weight: 191 lb LUMBER BRACING TOP CHORD 2 X 8 SPF 195OF 1.5E TOP CHORD Structural wood sheathing directly applied or 5.9-4 oc puriins, except BOT CHORD 2 X 4 SPF 210OF 1.8E end verticals. WEBS 2 X 4 HF/SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 6-04) oc bracing. SLIDER Right 2 X 4 HFSPF 1650E 1.5E 3-2 -2 WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 13= 390410.5 -8 (min. 0-4-15),15=1247/0-5-8 (min. 0-1-15),9=162310-5-8 (min. 0-2 -6) Max Harz 15 =75(LC 7) Max Uplift13 =97(LC 7), 15=- 196(LC 7), 9 =121(LC 8) Max Gravl3= 3904(LC 1),15= 1540(LC 2), 9= 1874(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 2= 0/296, 2- 3=- 263/101, 3-16 =- 8071234, 16- 17= 688 /258, 4-17 =- 390/348, 4-5= 0/1073, 5-6 =- 1486/191, 6-18= 2745/275, 18- 19=- 2886/252, 7 -19= 2924/250, 7-8= 2745/182, 8-9= 3055/163, 2- 15 = -941 /224 BOT CHORD 14-15=-133f792,13-14 9-10= 78/2534 WEBS 3-14 =- 604/131, 4-14 =- 50/784, 4-13= 1781 /129, 5-13= 2917/60, 5-11= 86/2307, 6-11 =- 1959/163,6 -10 =- 142/1336,7 -10=- 8001177, 3.15= 907/203 NOTES 1) Wind: ASCE 7 -05; 90mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) 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 -05; Pf =80.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 80.0 psf on overhangs non - concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referee standard ANSI/TPI 1. LOAD CASE(S) Standard Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is far an individual building component. Applicability of design pammenters and proper incorporation of component is responsibility of budding designer - not truss designer. Bracing shown Is far lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the tbuilding designer. For general guidance regarding fabrication, quality control, storage, derwery, erection and bracing, consult ANSI/IPIt QudNy criteria, DSO-89 and 6CSI fiulldrg component Safety InWrmalon ovalbl ae from Truss Plate Institute, 261 N. Lee Street, Suite 312. Alexandria. VA 22314. 7777 Greenback Lane, Suite 109 Cane Heights, CA, 95610 PDF created with pdfFactory trial version www.pdffactor &6 = A6 = 646 - .4 = 74- 9K8 = October 6,2009 Job Truss Truss Type Qty Ply ATEFI RENOVATION &n-0 42 410.15 1 -1 7 7 0. 2 4411 -12 Plate Offsets Q(.Yk f3:0- 2 -4.0- 4121,[5:0.2 - 2.0.4- 0] -2- 4.0.3 -0], [1070-4-12.0-2-12] 830826373 ML6141 T02 MONO TRUSS 1 1 (loc) I /deft Ud PLATES GRIP TCLL 80.0 Plates Plates Increase 1.00 TC 0.50 Vert(LL) -0.03 Job Reference (ootional) Overholt Truss, Delta. Co 81416 7.140 s Aug 17 2009 MTek Industries, Inc. Tue Oct 06 07:4227 2009 Page 1 r 664 I 12-40 17-0-7 1 22 -36 &a4 &2 -12 47 -7 470.75 6x6 500 12 24 11 5 d d. Scab - 7:73.6 10 9 6 1 6 12x12 % .4 &n-0 42 410.15 1 -1 7 7 0. 2 4411 -12 Plate Offsets Q(.Yk f3:0- 2 -4.0- 4121,[5:0.2 - 2.0.4- 0] -2- 4.0.3 -0], [1070-4-12.0-2-12] - LOADING (psi) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP TCLL 80.0 Plates Plates Increase 1.00 TC 0.50 Vert(LL) -0.03 9 >999 240 MT20 185/144 (Roof Snow--80.0) Increase 1.00 8C 0.35 Vert(TL) -0.06 8-9 >999 180 BCDL 10.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.02 8 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC2006/rP12002 (Matrix) Weight: 216 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650E 1.5E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 4 HF /SPF 165OF 1.5E end verticals. WEBS 2 X 4 HF /SPF 165OF 1.5E 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1 -10: 2 X 6 SPF 165OF 1.5E 6-0-0 oc bracing: 7 -8. OTHERS 2 X 4 HF /SPF 165OF 1.5E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 10= 1131/0 -5-8 (min. 0-1-14), 8= 2450/0 -5-8 (min. 0-41), 5= 742/0 -3-8 (min. 0-1-8) Max Horz10= 438(LC 6) Max Uplift10 =56(LC 7), 8= -95(LC 7), 5=- 109(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -10=- 1063/94, 1-48 -- 1370/51, 2-48 =- 934/54, 2- 3=- 195!382, 3-49 =- 393/76, 45= 389/120 BOT CHORD 0 -10=-3861624,8-9=-235/1069 WEBS 1-9 3-7=0/574,4-7=-810/146,5-7=-105/462 NOTES 1) Wind: ASCE 7 -05; 90mph; TCDL=B.Opsf; BCDL= 6.Opsf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1 -2002. 3) TCLL: ASCE 7 -05; Pf =80.0 pelf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. 8) Beveled plate or shim required to provide full bearing surface with thus chord at joint(s) 5. 9) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referer standard ANSI/TPI 1. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard A Design valid for use only with MITek connectors. This design is based orgy upon paiameters shown, and is for an individual building component. 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 responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bMiff � consult ANSI/fPll Quality CrBeda, DSB-89 and 8CSI kdk tng Component Safety InbrmaBOn available from Truss Plate Institute, 281 N. Lee Street, Suite 312. Alexandria, VA 22314. 7777 Greenback lane, Suite 109 Citrus Heights, CA, 95610 PDF created with pdfFactory trial version www.pdffactorv.com October 6,2009 Job Truss Truss Type Qty Ply ATEFI RENOVATION 830826374 ML6141 T03 MONO TRUSS 5 1 Jo b Reference (gption Overholt Truss, Delta. Co 81416 7.140 s Aug 17 2009 MTek Industries, Inc. Tue Oct 06 07:42:29 2009 Page 1 - 2-0-0 B-6-4 12 -9-0 I 17-0-7 l 7136 2-0-0 6-64 2 -12 0-7 -7 410-15 9.12 7 r.^1�wxa - 0-3+ 1 1212 "it 4A(),15 B1�1� LOADING (pst) SPACING 2 -0-0 CSI DEFL in (loc) Udefi Ud PLATES GRIP TCLL 80.0 Plates Increase 1.00 TC 0.85 Ve -0.03 11 -12 >999 240 MT20 1851144 (Roof Snow--80.0) Lumber Increase 1.00 BC 0.31 Vert(TL) -0.07 11 -12 >999 180 1 Row at midpt 7-8,6-9 TCDL 10.0 Rep Stress Incr NO WB 0.89 Horz(TL) -0.01 7 n/a n/a BCLL +0.0 Code IRC2006/TPI2002 (Matrix) Installation guide. Weight' 148 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 60-0 oc puffins, except BOT CHORD 2 X 4 HF /SPF 1650F 1.5E end verticals. WEBS 2 X 4 HF /SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 HF /SPF 1650F 1.5E WEBS 1 Row at midpt 7-8,6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 12= 160810 -5-8 (min. 0-2-10).7=799/0-3-8 (min. 0 -1-8), 10= 2361/0 -5-8 (min. 0 -3-14) Max Horz 12= 494(LC 6) Max Upliftl2= 157(LC 7), 7=- 124(LC 6), 10=- 101(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 -12=- 1540/194, 1- 2= 0/292, 2- 13= 1163/44, 3-13 =- 721/46, 4-5= 182/297, 5-14 =- 404186, 67= -407/124 BOT CHORD 11-12=-449/114,10-11=255/872 WEBS 2- 11= 0/786, 3.10= 11661133, 5-10= -1564/ 114, 5-9= 0/528, 69=- 840/156, 7 -9= 107/513 NOTES 1) Wind: ASCE 7 -05; 90mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) 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 7-05; Pf=80.0 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 80.0 psf on overhangs non - concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other five loads. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss is designed in accordance with the 2006 1 ntemational Residential Code sections R502.11.1 and R802.10.2 and refen standard ANSI/TPI 1. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Design valid for use only with MTek connectors. This design is based orgy upon parameters shown, and is for an individual bulk" component. Applicability of design paramenters and proper Incorporation of component is responslbllity of building designer - not truss designer. Bracing shown Is far lateral support of Individual web members only. Additkxnl temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quaWty control, storage, delivery, erection and bracing, consult ANSI/rPI1 Quality Ctleta, DSB-89 and SCSI Building Component Solely InlornxMon available from Truss Plate institute. 281 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 PDF created with pdfFactory trial version www.pdffactorv.com 12 11 10 24 I I 3.< = 5x6 = Us = 3x5 11 October 6,2009 Job Truss Truss Type Qty Ply ATEFI RENOVATION LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Lid 830826375 ML6141 T MONO TRUSS 4 1 MT20 1851144 (Roof Snow--80.0) Lumber Increase 1.00 BC 0.66 Vert(TL) -0.14 10-12 >999 180 Job Reference (ootionall Overholt Truss, Delta. Co 81416 314 = sai. - t:sa.a 510-s I 1153 { nsa Plate Offsets ()( Y) I 43-14 0-0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft Lid PLATES GRIP TCLL 80.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.10 10-12 >999 240 MT20 1851144 (Roof Snow--80.0) Lumber Increase 1.00 BC 0.66 Vert(TL) -0.14 10-12 >999 180 BCDL 10.0 Rep Stress Incr NO WB 0.48 Horz(TL) 0.06 9 n/a n/a BCLL 0.0 Code IRC2006/rP12002 (Matrix) Weight: 98 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 5-2 -13 oc purlins, except BOT CHORD 2 X 4 HF/SPF 165OF 1.5E *Except* end verticals. 9-11: 2 X 4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 HF /SPF 165OF 1.5E WEBS 1 Row at midpt 7-9,6-9 SLIDER Left 2 X 4 HFSPF 1650E 1.5E 3-1 -9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation allde. REACTIONS (lb /size) 9= 2115/0 -5-8 (min. 0-3-11), 2=2074/0-5-8 (min. 0-3-11) Max Horz2= 388(LC 6) Max UpIWO= 263(LC 8), 2=- 178(LC 7) Max Grav9= 2906(LC 2), 2= 2234(LC 2) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3= 3049/43, 3-4= 2790/69, 4-5= 1884 /26, 5-13 =- 1707/38, 6- 13=- 1665/49, 6-7= 300/286, 7-8= 297/0, 7- 9= 1380/232 BOT CHORD 2-12- 113/1576 WEBS 4-10=-1058/115,6-10=0/615,6-9=2152/110 NOTES 1) Wind: ASCE 7 -05; 90mph; TCDL= 6.Opsf; BCDL= 6.Opsf; h =25ft; Cat. II; Exp C; enclosed; MWFRS (low -rise) 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 7-05; Pf =80.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 80.0 psf on overhangs non - concurrent with other live loads. 5) This truss, has been designed for a 10.0 psf bottom chord live bad nonconcurrent with arty other live loads. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfrPI 1. LOAD CASE(S) Standard Design valid for use only with Mgek connectors. This design is based only upon parameters shown, and Is for an Individual building Component. Applicability of design paramenters and proper Incorporation of component is msponebiGty of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery , erection and bracing, consult ANSI/r %1 QU CMeria, DSO-89 and SCSI Building Component safely Infonnalton available from Truss Plate kstifute, 281 N. Lee Street, Suie 312 Alexandria, VA 22314. 7.140 s Aug 17 2009 MTek Industries, Inc. 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' 0 p R C `C mo 0 H s° sa 3� ° -� �_ °- ° �� go �m a Q o� m � Q H� d Q � a O .., m a � p (D S' 0 � O 0 S Q .•. 0 g m m m 3 c ° ° m h 0 7 n m o o m- y > > m m fD o� m o o m' m 0 m'a �n 3 = m o3 ma 500 W� E-(D m 0 Q CL a ? �'m @ ID (D o a � y N 0 5 ❑ 0 ' o :3 0 3 1 `� 36 c ' ID 3 �/ Q N� �D \M / O m N PDF created with pdfFactory trial version www.pdffactory.com TOP CHORD NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TOW OF VAb Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD /ALT SFR BUILD PERMIT Permit #: B09 -0180 Project #: PRJ08 -0295 Job Address: 1468 VAIL VALLEY DR VAIL Location......: Parcel No....: 210109207015 OWNER REVOCABLE TRUST FOR BAHMAN A 07/27/2009 8745 OLD DOMINION DR MCLEAN VA 22102 APPLICANT CLIVER DEVELOPMENT 07/27/2009 Phone: 970 - 926 -4938 PO BOX 333 EDWARDS CO 81632 License: 373 -A CONTRACTOR CLIVER DEVELOPMENT 07/27/2009 Phone: 970 - 926 -4938 PO BOX 333 EDWARDS CO 81632 License: 373 -A Description: ADDITION AND REMODEL TO CONVERT TWO- FAMILY DWELLING TO SINGLE FAMILY DWELLING Occupancy: R3 Single Family Residence Type Construction:VB Status .. : ISSUED Applied ..: 07/27/2009 Issued ...: 09/0112009 Expires ...: 02/28/2010 Valuation: $977,000.00 Total Sq Ft Added: 350 .......».. ..,.,...,. > ..................�x ,x......<. « «.......<........... FEE SUMMARY .,.............. »...,...........<......».. .......,,..<....... >........,.. Building Permit Fee ------ > $5,499.50 Will Cal Fee --------------------- > $4.00 Total Calculated Fees ------------- > $28,563.18 Plan Check--------------- - - - - -> $3,574.68 Use Tax Fee --------------------- > $19,340.00 Additional Fees------------------ - - - - -> $0.00 Add'I Plan Check Hours -> $110.00 Restuarant Plan Review - - - - -> $0.00 TOTAL PERMIT FEES--------- - - - - -> $28,563.18 Investigation------------ - - - - -> $0.00 Recreation Fee------------ - - - - -> $35.00 Payments ------------------------------- > $28,563.18 Total Calculated Fees--- - - - - -> $28,563.18 BALANCE DUE ------------------------ > $0.00 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 ;7E MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. c Si ure o Owner drt tractor rint Name bld_alt_construction_perm it_041908 APPROVALS Permit #: B09 -0180 as of 10 -30 -2009 Status: ISSUED Item: 05101 BUILDING DEPT REVISION 10/29/2009 Martin Action: AP Exterior window /door change and structural changes and new hot tob location Item: 05100 BUILDING DEPARTMENT 08/17/2009 martin Action: CR F:\CDev\CHRIS\PERMIT.COMMENTS\BO9-0180\BO9-0180 comments1.DOC 08/27/2009 Martin Action: AP 10/29/2009 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 08/24/2009 RLF Action: AP 10/27/2009 RLF Action: AP APPROVED PLANS STAMPED OCT 14, 2009 Item: 05600 FIRE DEPARTMENT 08/21/2009 mvaughan Action: AP monitored fire alarm system required. Installed in accordance with NFPA 72 2002 ed and VFES alarm installation standards. Item: 05500 PUBLIC WORKS 08/03/2009 cdelles Action: AP See the Conditions section of this Document for any that may apply. bld_a It nstruction_perm it_041908 CONDITIONS OF APPROVAL Permit #: B09 -0180 as of 10 -30 -2009 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: CON0010923 Special Inspection required for welding, soils, and concrete b Id_a It_co n st ru ct i o n_pe rm it_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R090001576 Amount: $110.00 10/30/200910:24 AM Payment Method: Check Init: LC Notation: #5816 / CLIVER DEVELOPMENT ----------------------------------------------------------------------------- Permit No: B09 -0180 Type: ADD /ALT SFR BUILD PERMIT Parcel No: 2101 - 092 - 0701 -5 Site Address: 1468 VAIL VALLEY DR VAIL Location: Total Fees: $28,563.18 This Payment: $110.00 Total ALL Pmts: $28,563.18 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------- - - - --- Revision Submittals: 1. "Field Set' of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved & the permit is re- issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: Attention: - M - 01 � Project Address: (OZJ \10A \10A Va\ \ems, � '� cAv -e, (Number) (Street) I (Suite #) Building /Complex Name: Contact Information: Company: Clive eyt�ac Company Address: City: S State Zip: Contact Name: ir ci n C a Contact Phone: 0•_3 3 \. ZLA Z-9 E - Mail Cl od cy\ 0` %.i � . ccnm Valuations (Labor & Material)) Building: $ Plumbing: Electrical: Mechanical: Total: $ 0 Description / List of Changes: (use additional sheet if necessary) Date Received: IE OCT 14 2009 TOWN OF VAIL Revisions ) Response to Correction Letter _attached copy of correction letter ( ) Deferred Submittal ( ) Other 1- Sep -09 TRANSMITTAL FORM NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES TOM OF Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD /ALT SFR BUILD PERMIT Permit #: B09 -0180 Job Address: 1468 VAIL VALLEY DR VAIL Location......: Parcel No....: 210109207015 OWNER REVOCABLE TRUST FOR BAHMAN A 07/27/2009 8745 OLD DOMINION DR MCLEAN VA 22102 APPLICANT CLIVER DEVELOPMENT 07/27/2009 Phone: 970 - 926 -4938 PO BOX 333 EDWARDS CO 81632 License: 373 -A CONTRACTOR CLIVER DEVELOPMENT 07/27/2009 Phone: 970 - 926 -4938 PO BOX 333 EDWARDS CO 81632 License: 373 -A Description: ADDITION AND REMODEL TO CONVERT TWO- FAMILY DWELLING TO SINGLE FAMILY DWELLING Project #: PRJ08 -0295 Status .. : ISSUED Applied..: 07/27/2009 Issued...: 09/01/2009 Expires ...: 02/28/2010 Occupancy: R3 Single Family Residence Valuation: $977,000.00 Type Construction:VB Total Sq Ft Added: 350 ..................................>...,.>...,. .,..x «x., =...,......,.......... FEE SUMMARY ,.,. ..................»................. ...........,.................,. Building Permit Fee ------ > $5,499.50 Will Cal Fee --------------------- > $4.00 Total Calculated Fees ------------- > $28,453.18 Plan Check--------------- - - - - -> $3,574.68 Use Tax Fee --------------------- > $19,340.00 Additional Fees------------------ - - - - -> $0.00 Add'I Plan Check Hours -> $0.00 Restuarant Plan Review - - - - -> $0.00 TOTAL PERMIT FEES--------- - - - - -> $28,453.18 Investigation------------ - - - - -> $0.00 Recreation Fee------------ - - - - -> $35.00 Payments ------------------------------- > $28,453.18 Total Calculated Fees--- - - - - -> $28,453.18 BALANCE DUE ------------------------ > $0.00 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 F ECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4' 0 PM. ' Si ature of Owner or Contractor Date Print Name bld_a It_construction_perm it_041908 APPROVALS Permit #: B09 -0180 as of 09 -01 -2009 Status: ISSUED Item: 05100 BUILDING DEPARTMENT 08/17/2009 martin Action: CR F: \CDev\ CHRIS \PERMIT.COMMENTS \B09 - 0180 \B09 -0180 comments1.DOC 08/27/2009 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 08/24/2009 RLF Action: AP Item: 05600 FIRE DEPARTMENT 08/21/2009 mvaughan Action: AP monitored fire alarm system required. Installed in accordance with NFPA 72 2002 ed and VFES alarm installation standards. Item: 05500 PUBLIC WORKS 08/03/2009 cdelles Action: AP See the Conditions section of this Document for any that may apply. bld_a It_con struction_pe rm it_041908 CONDITIONS OF APPROVAL Permit #: B09 -0180 as of 09 -01 -2009 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLED FOR. Cond: CON0010923 Special Inspection required for welding, soils, and concrete bld_alt_construction_perm it_041908 TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R090001116 Amount: $23,987.2809/01 /200912:00 PM Payment Method: Check Init: LC #1304456888/BAHMAN ATEFI Permit No: B09 -0180 Type: ADD /ALT SFR BUILD PERMIT Parcel No: 2101- 092 - 0701 -5 Site Address: 1468 VAIL VALLEY DR VAIL Location: Total Fees: $28,453.18 This Payment: $23,987.28 Total ALL Pmts: $28,453.18 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 4,608.28 RF 11100003112700 RECREATION FEES 35.00 UT 11000003106000 USE TAX 4 1 6 19,340.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 TOWN OF VAIL, COLORADO Statement Statement Number: R090000910 Amount: $4,465.90 07/27/200911:52 AM Payment Method: Check Init: JLE Notation: 5572 CLIVER DEVELOPMENT ----------------------------------------------------------------------------- Permit No: B09 -0180 Type: ADD /ALT SFR BUILD PERMIT Parcel No: 2101 - 092 - 0701 -5 Site Address: 1468 VAIL VALLEY DR VAIL Location: Total Fees: $28,418.18 This Payment: $4,465.90 Total ALL Pmts: $4,465.90 Balance: $23,952.28 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 891.22 PF 00100003112300 PLAN CHECK FEES 3,574.68 Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: 1468 Vail Valley Drive (Number) (Street) (Suite #) Building /Complex Name: Office Use: n , Project #: �IKJ Q — 07, 0 1 6 DRB #: Building Permit #: Y 0 6 1 _0 12;0 (' Lot #: ri Block #a Subdivision: i I , J QN Contractor Information: , Company: (,i ,qV. 17 1) P,\I t�il OJivy_� yt� Company Address: PO �OX 3 3 Z Detailed Description of Work: Conv dup to s ingl e City: CJ A/ rkS State: C Zip: 8 t (o34 family residence; remodel interiors and update exterior Contact Name: �V`�f �� CA Or,ko"V� e Add 350 square feet to GRFA. Contact Phone: 1 ' a E -Mail (� "la,✓1(!7 "0A (use additional sheet if necessary) �tr�- � Work Class: Town of a' Contra�Ristration No.: ( ) ( ) ( ) ( ) ( ) X Work Type Contracto a re it d) Interior( ) Exterior ( )Both(, Property Information Type of Building: Parcel #: 2101- 092 - 0701 -6/ 2101 - 092 - 0701 -5 Single- Family (✓) Duplex Multi - Family ( ) (For parcel #, contact Eagle County Assessors Office at 970 - 328 -8640 or l ia Commerc Other visit www.eaglecounty.us /patie) ( ) ( ) Tenant Name: Owner Name: Bahman & Hamila Atefi Valuations (Labor & Material)) Building: Plumbing: Electrical: Mechanical: Total: $ OX $ © $ 5n. p©o $ 35', 000 $--9. 7 C.Y Does a Fire Alarm Exist? Yes ( ) No( ) Monitored Alarm? Yes ( ) No( ) Does a Sprinkler System Exist? Yes ( ) No ( ✓ ) # & Type of Existing Fireplaces: Gas Appliances 1 Gas Log Wood /Pellet Wood Burning 2 # & Type of Proposed Fireplaces: Gas Appliances 2 Gas Log Wood /Pellet Wood Burning 1 Date Received: JUL 2 7 2009 TOWN OF VAIL j 29- May -09 BUILDING PERMIT APPLICATION a Engineering, Inc. CNIL/GEOTECHNICAL Town of Veil F FlC� COPY October 15, 2008 Lauren Ford RE. KH Webb Architects, P.C. 710 West Lionshead Circle, Suite A Vail, CO 81657 Preliminary Soils Report Atef Residence Lot 17, Block 3, Vail Valley, l" Filing 1468 B Vail Valley Drive, Town of Vail Eagle County, Colorado Project No. 08112 Dear Lauren: At your request, we have prepared a preliminary soils report for Lot 17, Block 3, Vail Valley, V Filing, 1468 B Vail Valley Drive, Town of Vail, Eagle County, Colorado This report is not based on a field soils and foundation investigation. It is based on personal experience of the soils conditions on the surrounding lots in the area and a site visit done on October 15, 2008. Lot 17 is on the south side of the road, southwest of the interscetion of Vail Valley Drive and Spring Hill Lane, within the Town of Vail, Eagle County, Colorado. The topography of the site, is moderate to steep, sloping to the north. The lot has an existing duplex. For a preliminary foundation design we recommend a bearing capacity of 2000 psf. This value must be verified by soil sampling and laboratory analysis of the actual foundation material. We have assumed that the footings will be supported by gravelly soils with cobbles and boulders. The footings for the addition should be excavated down to the footing elevation of the existing duplex; The undersigned engineer must observe and test the soils exposed in the foundation excavation to verify that the soil conditions are as anticipated in this preliminary report. A minimum width of 16 inches is recommended for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be well reinforced, top and bottom, to span an unsupported length of at least 10 feet. A minimum of 48 inches of backfill cover is recommended for frost protection of the footing subsoils. The foundation excavation should be free from excavation spoils, frost, organics and standing, water. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose, level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test (ASTM D -698). Structural fill, placed under footings, should be tested by the engineer or her representatives on regular basis. The natural on -site soils, exclusive of topsoil, and organics, are suitable to support lightly loaded slab -on -grade construction. The subgrade for the slap -on -grade construction should be proof compacted to detect and remove soft. spots. Soft spots that have to be overexcavated and backfilled with structural material, and other underslab fill should be constructed with the on -site soil or other suitable material, compacted to a minimum of 95 percent of the maximum standard P.O. Box 2837, Edwards, C681 (970) 926 - 90$8 Tel, (970) 926 - 9089 Fain. Lauren Ford Page 2 - Project No. 08112 October 15, 2408 Proctor density (ASTM D- 698).. Suitable material should be free from topsoil, organics and rock fragments greater than 3 inches. The concrete slab should be constructed over a 4 -inch layer of clean gravel consisting of - 3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. The concrete slab -on -grade should be reinforced and control joints scored according to the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. Foundation walls retaining earth and retaining structures that are laterally supported should be designed to resist an equivalent fluid density of 60 pef for an "at-rest" condition. Laterally unrestrained structures retaining the on -site earth should be designed to resist an equivalent fluid density of 40 pcf for the "active" case. The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. every attempt should be made to prevent the buildup of hydrostatic pressure behind the retaining wall. To reduce the risk of surface water infiltrating the foundation subsoil, installation of a foundation perimeter drain is recommended. The foundation perimeter drain should consist of a 4 -inch diameter perforated pipe sloped to a suitable gravity outlet, or to a sump pump location. The drain should slope at 1/4 inch per foot if flexible or at 1/8 of an inch if rigid pipe is used. The bottom of the trench adjacent to the footing should be limed with a polyethylene moisture barrier glued to the foundation wall. The drain pipe should be placed over the moisture barrier and covered with a minimum of b inches of -3/4 inch free- draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free - draining gavel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. The top one foot of the backfill material should consist of a relatively impervious fill. The backfill should be sloping away from the building. A site plan was not available for review at this time. The following recommendations are general in nature. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface crater infiltrating the foundation subsoils. Exterior backfill should be compacted at or near the optimum moisture content to at least 95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. Mechanical methods of compaction should be used. Do not puddle the foundation excavation. LKP Engineering, Inc. 1 - 1 Lauren Ford Page 3 - Project No. 08112 October 15, 2008 Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill. It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems adjacent to the building. The installation of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. This report has been prepared according to locally accepted professional Geotechnical engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. The soil conditions must be field verified and tested by the undersigned engineer once the existing residence has been removed. This preliminary report has been prepared for the exclusive use of Lauren Ford, KH Webb Architects, PC, for the specific application to the Atefj residence addition to be constructed on Lot 17, Block 3, Vail Valley, V Filing, 1468 B Vail Valley Drive, Eagle County, Colorado. Sincerely, LKP Engineering, Inc. Peter Petrovski J:\ I 2-1.KP\08112pre1im.%vpd Reviewed by: M Luiza Petrovska, PE LKP Engineering, Inc. IE Me A & D Asbestos Testing and Consulting John R. Peterman P.O. Box 1230 Clifton, CO. 81520 -1230 Cell 970 - 270 -3689 Home Phone 970 - 464 -5265 r :. ! t M1 INSPECTION REPORT PREPARED FO Nedbo Construction P.O. Box 3419 Vail, CO. 81658 970 - 845 -1001 JUL 27 2009 I TnwN OF VAIL LOCATION: The Residence 1468 Vail Valley Drive West Side Vail, CO. 81657 REPORT PREPARED BY: John R. Peterman Inspector Manager Certificate No. 6601 2 T - d dSt 80 20 400 A & D Asbestos Testing and Consulting John R. Peterman Asbestos Testing, Project Design, and Consulting INTRODUCTION: On April 18th, 2008 an inspection/survey was conducted and 7 bulk samples were collected from the: The Residence 1468 Vail Valley Drive West Side Vail, CO. 81657 The purpose of the inspection/survey was to locate and sample suspected Asbestos containing materials that might be present in the area of the Residence that is planned for selective renovation. 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. a -C1 dS-b : 6 O 80 a0 -q0o A & D Asbestos Testing and Consulting John R. Peterman Asbestos Testing, Project Design, and Consulting The Residence 1468 Vail Valley Drive West Side Vail, CO. 81657 RENOVATION AREA DESCRIPTION: The Residence located at 1468 Vail Valley Drive, West Side, is planned for selective interior renovation. The interior walls are covered in sheetrock with a light texture. The ceilings are covered in sheetrock like the walls, and sheetrock with a spray -on texture in the closets. The floors are covered with wood, carpet, and sheet vinyl. The heating is provided by a fireplace, and a base board heating system. CONCLUSIONS & RECOMMENDATIONS: Laboratory analysis, of the bulk samples, indicates that the sheet vinyl flooring in the laundry room contains Asbestos that is in excess of the Regulatory Limit (Greater than I% Asbestos). The sheet vinyl must be handled as per Colo. Reg. #8 prior to disturbance of the material. The sheet vinyl may be left in place and covered. No Asbestos was detected in any of the other bulk samples collected. 4 E'd ds-I,:60 80 20 400 �r Q Date: April 18th, 2008 Location: The Residence, 1468 Vail Valley Drive, West Side, Vail, CO. 81657. SAMPLE LOCATIONS SAMPLE NUMBER AREA SAMPLE REMOVED FROM DESCRIPTION FRIABLE 1468 - B 001 Laundry Room Wall Composite Sheetrock w/Texture NO 1468 - B 002 Atrium Wall Composite Sheetrock w/Texture NO 1468 - B 003 Upstairs W. Bedroom Closet Wall Composite Sheetrock w/Texture NO 1468 - B 004 Upstairs N.E. Bedroom Closet Wall Composite Sheetrock w/Texture NO 1468 - B 005 Upstairs N.W. Bedroom Closet Wall Composite Sheetrock w/Texture 1468 - B 006 Laundry Room Floor Sheet Vinyl Flooring I N F O YES 1468 - B 007 Upstairs Hallway Closet Ceiling Spray -on Ceiling Texture IL (D m 0 9- co v- m O M O N O +) U 0 Date: April 18th, 2008 Location: The Residence, 1468 Vail Valley Drive, West Side, Vail, CO. 81657. SAMPLE RESULTS: SAMPLE NUMBER DESCRIPTION ASBESTOS TYPE % 1468 - B 001 Composite Sheetrock w/Texture NAD 0.00 1468-8 002. Composite Sheetrock w/Texture NAD 0.00 1468 - B 003 Composite Sheetrock w/Texture NAD 0.00 1468 - B 004 Composite Sheetrock w/Texture NAD 0.00 1468 - B 005 Composite Sheetrock w/Texture NAD 0.00 1468 - B 006 Sheet Vinyl Flooring CHRY 42.90 1468 - B 007 Spray -on Ceiling Texture NAD 0.00 KEY: NAD - No Asbestos Detected CHRY - Chrysotile cn 9L c0 d- m 0 0 0 N O U 0 Date: April 18th, 2008 Location: The Residence, 1468 Vail Valley Drive, West Side, Vail, CO. 81657. SUSPECT MATERIAL CONDITIONS SAMPLE NUMBER 1468 - B 001 1468 - B 002 1468 - B 003 1468 - B 064 1468 - B 005 1468- B 006 1468 - B 007 KEY: TYPE OF SUSPECT MATERIAL OVERALL CONDITION DAMAGED % TYPE OF DAMAGE SUR GOOD NO 0.00 N/A SUR GOOD NO 0.00 N/A SUR GOOD NO 0.00 N/A SUR GOOD NO 0.00 N/A SUR GOOD NO 0.00 N/A MISC GOOD NO 0.00 N/A SUR GOOD NO 0.00 N/A SUR - Surfacing MISC - Miscellaneous r Q cD m O 00 O N O +) U 0 Date: April 18th, 2008 Location: The Residence, 1468 Vail Valley Drive, West Side, Vail, CO. 81657. POTENTIAL FOR DISTURBANCE Sample Number Accessibility Potential Influence Potential Located in Plenum yes /no contact vibration air erosion yes /no 1468 - B 001 YES HIGH LOW LOW NO 1468 - B 002 YES HIGH LOW LOW NO 1468 - B 003 YES HIGH LOW LOW NO 1468 - B 004 YES HIGH LOW LOW NO 1468 - B 005 YES HIGH LOW LOW NO 1468 - B 006 YES HIGH LOW LOW NO 1468 - B 007 YES MOD LOW LOW NO KEY: MOD - Moderate m !Z CLIENT: A & D ASBESTOS TGCTiNG & CONSULTING 653 361/4 ROAD PALISADE, CU 81526 DCMSL CLIENT SAMPLE SAMPLF. SAMPLE NUMBER NUMBER DATE DCSCR1PT10N -1 1468 -B -001 4 -18.08 A. YELLOW PAINT WHEN. rUDGE, CO 80033 (303) 463 -8270 B. TAN FIBROUS C. WHITE DRYWALL MUD D. Wl11TEDRYWALL .2 1468 -13-002 4.18.08 A. YELLOW AND WHITE PAINT ? BULK ASBESTOS TEST REPORT B. WHITE DRYWALL MUD C. GREY DRYWALL MUD PAOE I OF 3 D. TAN FIBROUS E. WHITEDRYWALL -3 1468 -D -003 4 -18 -08 A. YELLOW PAINT B. TANFIBROUS r , REPORTING DATE: 4.24.08 C. WHITEDRYWALL MUD 0 D. WHITEDRYWALL 4 1468.8 -004 448.08 A. YELLOW PAINT CLIENT JOB NO.: RESIDENCE DR. B. WHITE DRYWALL MUD ? 01 C. TAN FIBROUS 1468 VAIL VALLEY D. WHITEDRYWALL -5 1468 -B -005 4.18 -08 A. YELT.OW PAINT B. WHITE DRYWALL MUD C. TAN FIBROUS D. WHITEDRYWALL DCMSCIENCEI.ABORATORY, INC. W. 49TH AVENUE. UNIT 46 4 WHEN. rUDGE, CO 80033 (303) 463 -8270 N ? BULK ASBESTOS TEST REPORT PAOE I OF 3 4.23.08 I pJ co ANALYSIS DATE: r , REPORTING DATE: 4.24.08 0 RECEIPT DATE: 4.21 -08 CLIENT JOB NO.: RESIDENCE DR. 1 WEST UNIT - VAIL, CO ? 01 PROJECT TITLE: 1468 VAIL VALLEY DCMSI. PROJECT: ADAT417 PERCFNTAGC COMPOSITION BY VISUAL ESTIMATE 0 TOTAL n 3 TOTAL PERCENTAGE PERCENT ASBES'T'OS ASBESTOS OTHER FIBROUS NON - FIBROUS IDENTIFIED 0 TYPE RANGE ° ro IN SAMPLE CONSTITUENTS CONSTITUENTS MATERIALS 1w. OF SAMPLE O _ NO 0.0 100.0 100.0 1D 2.0°/0 ND 100.0 0.0 100.0 r 5.0% ND 0.0 10010 100.0 0) 7Av /0 1.0 99.0 100.0 0 86.0% ND ND 0► ND 0.0 100.0 100.0 c► ° 2.0% ND 0.0 100.0 100.0 7 5.0% 5 ND 0.0 100.0 100.0 (C ND 100.0 0.0 100.0 1 6.0% .0% 1.0 9910 100.0 77.0% NO ND O ND 0.0 100.0 100.0 W 2.0% ND 100.0 0.0 100.0 �► 5.0% ND 0.0 100.0 10U.0 QI 7.0% ND 1.0 99.0 100.0 86.0% NO OD IV ND 0.0 L oo .O 100.0 2.0% ND 0.0 100.0 IoD.0 3.0% NO 100.0 0.0 10010 10.0°x6 1.0 99.0 100.0 8510% NO ND ND 0.0 100.0 100.0 2.01/0 ND 0.0 loo.o 100.0 3.0% ND 100.0 0.0 100.0 . 8.0% NO 1.0 99.0 100.0 87.0% ca ND O 12. CLIENT: A & D ASBESTOS TESTING & CONSULTING 653 36 1/4 ROAD PALiSADH, CO 81526 DCMSL CLIENT SAMPLE SAMPLE NUMBER NUMBER .6 1468 -D -006 -7 1468.13.007 SAMPLE DATE DESCRIPTION DCN'- QfNENCE LABORATORY, INC. 1 V. 49TH AVENUE, UNIT N6 d WHEA, ,dDGE, CO 80033 (303) 463 -8270 BULK ASBESTOS TEST REPORT 3 PAGE 2 of 3 ANALYSIS DATE: 4 -23 -08 PWPORTING DKIZ: 4 -24 -08 RECEIPT DA'I'S: 4 -21 -08 CLIENTJOBNO.: RESIDENCE PROJECT TITLE: 1468 VAIL VALLEY DR. WEST UNIT, VAIL. CO DCMSL PROJECT. ADAT4L7 PFRCENTAGE COMPOSITION BY VISUAL ESTIMATE 4 -18.08 A. TAN AND W11ITE RIEINOUS TILE B. WHITE FIBROUSl1'AN MASTIC (l) TOTAL PF.RCCVNT ASBESTOS ASRt~STOS OF SAMPLE TYPE RANGE % IN SAMPLE 45.0'/6 NO 55.0 6 /6 CHRYS071LE 175-851 78.0 42.9 4 -18.08 A. WHLTF.PALNT 20.06/6 B. WHITE FOAMY TEXTURE 80.0 FOR CALCULATION PURPOSES, TRACE (TR) IS ASSUMED TO BE 0.5%. (I). INSEPARABLE LAYERS NO - NONE DETECTED ND ND NO N O W _... r• Q) OD i N i m Q N m O LD 0 x a N A 0 m r O r A DI a d TOTAL 3 PERCENTAGE OTHER FIBROUS NON - FIBROUS IDENTIFIED In CONSTITUENTS CONSTITUENTS MATERIALS ► ID O 0.0 100.0 100.0 iD 2.0 20.0 100.0 r DI IT 0.0 100.0 100.0 O 1 0.0 100.0 100.0 y K O 7 Lt a N -ICCOG il 2e 110 Y�T' M TO Martin lKaeberle Town of Vail, Co. Building Inspector From: Gene Morse, Elevator Inspector 970-468-0295 ext. 108 or elevatoFgnvyr,_.pqq,.cp,.us Datem. 7/2612010 Project Name: Cliver Development B-09-0180 ❑ Conveyance Plain Review UL Conveyance Test and Inspection Location. 1468 Vail Valley Dr. Vail, CO Permit Number: NWCCOG 10-047 Conveyance Type. Residential Roped Hydraulic 171 The plans; have been reviewed and found to conform to all applicable ASME 17.1 and IBC codes W3 The rated speed of the conveyance meets ASME A17.1 requirement, speed in up direction 41 FPM, speed in down direction 35FPM Pf The Conveyance. at the above location was inspected and tested on 7/21/2010, and a 171 TEMPORARY Certificate; has been Issued. X FINAL Inspection Certificate; has been issued. ❑ NO certificate; is being issued. ❑ FOR CONSTRUCTION USE ONLY Comments: Signature Ci Northwest Colorado Council of Governments • PO Box 2308 * Sllverthorr.te ♦ CO • 80498 970-468-0295 • Fax ♦ wom.nwc-cog-co.us (7 p - J Northwest Colorado'Council of Governments ELEVATOR PERMIT APPLICATION Permit # 0` 0q_+ 7urisdie:tion :1M.�> - vc- , If Total Fee 4 3Zly.1 , Date P d t _ .Receipt # d A // ,1 a b � n t- TSSUea to Date ' d 10 T o ��,, �� From c�� Fax# # of pages Plan Reviewed an pprove Permit Expiration Date O ' ** All the following must be completed by the elevator contractor *� Inaccurate, illegible or missing Information will cause a delay In the application process. Please complete a separate applicabon per conveyance. 3urisdiction Building rmlt Job Addre c P Owner I N ItD � 1 Mailing, Address Phone # y� �7 %LJ Fax # � Elevator Contractor 1 L Y r �Y' %_L L Mailing Address (7 T0 Phone # cam! 7� ' % 7Z Fax Permits exp ire in one year for new insta and sl x_m_ o n__t_h_s New Installation Unit or Contract # I -C ` Alteration (unit cannot be returned to ser•vrce until inspected and approved by ) NWCCOG) Described Work .I.a.54)A 1 L //w '�- ua c NOTICE I hereby certify that I have read and examined this applicatlon and know the same to be true and correct. All provisions laws and ordlnanbes governing thls type of work will be complied with whether specified herein or not The granting of a permit does not presume to give authority to violate or cancel the provisions of a y other state or local law regule,ing construction or the a peance of wnstructlor NEW INSTALLATION I'M Passenger or freight elevator, lu \ta, escalator, moving walk: Up to and including $50,000 of valuation = $375.00 over $50,000 of valuation = $375.00 plus $7.00 for each $1,000.00 or fraction thereof over $50,000.00 Llft, Dumbwaiter or private residence elevator: Up to and including $20,000 of valuation = $275.00 Over $20,000 of valuation - $275.00 plus $4.00 for each $1,100.00 or fraction thereof over $20,000.00 MA70R ALTERATION FEES:_ Fees for major alteratlens shall - be as set forth in Table 3 -A of the Uniform Administrative Code or Table I -A. i " PO Box 2016 Phone (970) 513 -4705 Silverthorne, CO 80498 Quality Insulation SySt @1175 Fax (970) 513 -4706 January 8, 2010 Chris Ciocian Cliver Development P.O. Box 333 Edwards, CO 81632 RE: Insulation Certificate for The Atefi Residence Renovation, 1468 Vail Valley Drive, Vail, CO INSULATION CERTIFICATE Vaulted ceiling — 6" Bayseal PP Average spray applied rigid polyurethane foam (R41.4) in conjunction with R19 Unfaced batt insulation. (Total R60.4) Truss ceiling — 6" Bayseal PP Average spray applied rigid polyurethane foam (R41.4) in conjunction with R19 Unfaced batt insulation to the roof deck between all truss locations (Total R60.4) Exterior walls at gable ends above bottom chord of trusses — 3 '' /z" Bayseal PP Average spray applied rigid polyurethane foam (R24.2) in conjunction with Bayseal IC 15 minute ignition barrier. Exterior walls — R23 Knauf Blown -In- Blanket insulation with a 4 mil polyethylene vapor barrier on 2X6 studs. Garage Common wall — RI Knauf Unfaced batt insulation with a 4 mil polyethylene vapor barrier on 2X4 studs. Garage Common wall — R21 Knauf Unfaced batt insulation with a 4 mil polyethylene vapor barrier on 2X6 studs. Masonry walls— R15 Knauf Blown -In- Blanket insulation with a 4 mil polyethylene vapor barrier. Midfloor — R19 Knauf Foil faced batt insulation. Garage ceiling with living above — R30 Knauf Foil faced batt insulation. Crawl space ceiling — R30 Knauf Foil faced batt insulation. Rim joists and box sills — R21 Unfaced batt insulation. Interior partitions — RI 1 Kraft faced batt insulation to the lower level laundry room and powder room. Hilti Foam chinking of windows and exterior doorways. If you have any further questions, please feel free to call. Sincerely, Pete Coldagelli (970) 513 -4705 (970) 389 -4285