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HomeMy WebLinkAboutVAIL VILLAGE WEST FILING 1 LOT 7 LEGALTOWN OF VAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMTJNITY DEVELOPMENT Lo\ I NOTE: L)r-.-- \ U, t[.,.1. Q-r,.-'r{ THISPERMITMUSTBEPOSTEDONJOBSITEATALLTIMES ftU ^1 \ \J Permit #: B0l-0137ADD/ALT MF BUILD PERMIT IT66ALPINE DRVAIL I766 ALPINE DR 2t03123 FTINK, RTCIIARD W., JR & r-,OUrSO5/2L/2 PO BOX 579 AVON CO 81620 - 0579 ISSUED 05t2t/2001 05/2212001 tr/18/2001 # of Wood PellEt: 0 RICHARD W.FT]NK, 90 I-,UPINE LAIiIE P.O. BOX 579 AVON, CO 8t620 License: 505-S APPI-,ICAIIM RICIIARD W.FITNK. 90 LUPTNE I,A.\IE P.O. BOX 579 AVON, CO 8t620 License: 505-S Desciption: REPAIROF EXSTING DECK Occupancy: Tlpe Construction: Tlpe Occupanry: os/21/200t 970-949-6s54 05/21/2001 Phone: 970-949-6554 Add Sq Ft: # ofGas Appliances: 0 # ofGas t-ogs: 0 FEE SLMMARY JR 'JR ?1 $ 1,200.00Valuation: Fireplace Informalion: Resbicted: Y Building-> Plan Check-> lnvestigation-> win c8u-> 541 . oo Rcstuaranl Plan Review-> S26 . 5s DRB Fe€---------> 90.00 R€creetionFe€-"""-> 53.00 Clean-upDeposit---------> TOTAL FEES-----------> 90.00 920.00 90.00 90.00 s90.55 Total Calculaled Fees-> Additional Fees-----> Tolal Permit Fe€---._> Pa]'lnents------------> BALAIICE DUE-----> s90.65 sso.00 9140.5s s140.65 $0.00 Approvals:It6m: 05100 BUII-,DING DEPARTMEiIT 05/2L/2001 DF Act.ion: Item: 05400 PLAIINING DEPARTMEiIT 05/2L/200! ao Action: Item: 05600 FIRE DEPARTMENT It,em: 05500 PUBLIC WORKS AP AP See page 2 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 ftll 0re infomration required, completed an accurate plot plan, and state that all the infomration as required is correct. I agr€e to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structr:re according to the towns zoning and subdivision codes, design rwiew approved, Uniforn Building Code and other ordinances of the Town applicable thereto. REQI.'ESTS TOR INSPECTION SHALL BE MADE TWENTY-FOT'R HOTJRS SGnd Clc{r}up D€podit To: N/A N 479-2138w, OF OWNER OR CONTRACTORFOR 04tat4 l@ APPUCATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Project #: Building Permit #: 97 O - 47 9-21.49 (Inspectbns) NTNOFVIN 75 S. Frontage Rd. Vail, Colorado 81657 General Co ntractor:/ otrr F tctta-e-o W. f u u 14, :rf\Contact and Phone #'s: 7.1Q- Z.SCS VALUATIONS FOR BUILDING PERMIT bor & Materials BUTLDTNG: g /,13.9qp6-- TOTAL: S I, zODMECHANICAL: $ For Parcel # Contad Assessorc Office at 97O-328-8640 or visit z[43 tZ3 tZoo$ JobName:lt6 O<€ tW f?C( fc-rollls- DC. . Va.t I Job Address: t?C4, *-L-pt NG FR, Subdivision: VAIL Vtt!t1(6 Wd Address: ?a to\ ,521 ,4r-'o6' co- 8t Lzb Address:_ --..- Phone: g.t? " (-SS+Owners Name: Rr <fitta, t aaq rg Engineer: Mor\tRoG :91Q4?6Address: rrsri rg?? , A;,roI ca $lc\s Detaifeddescriptionof work: FEptttR oF €fJgTT4o f,.e4€_ WorkClass: New( ) Addition( ) Remodel( ) Repair(}{ Demo()Q Other( ) DoesanEHUexistatthislocation: Yes( ) No( )Work Type: Interior ( ) Exterior ( )Q Both ( ) Type of Bldg.: Single-family ( ) Twofamily ( ) Multi-family $)Q Commercial ( ) Restaurant ( ) Other ( ) No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: 3 : Gas Aooliances ( ) Gas : Gas Aopliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (NOT Does a Fire Sprinkler System Exist: Yes ( ) NoDoes a Fire Alarm Exist: Yes ( ) No (X) **************************************FOR OFFICE USE ONLY*********rt**,t*********'t*************** Fees! F :/everyone/iorms/bld gperm of Construction: MAY 2 | 2001 Vail, Colo rad o I)cnvcr, Co lo rad o Dillon, c olorado Monroe & Newell Engineers, Inc. STRUCTURAL PLANS, DETAILS AND GENERAL NOTES FOR THE DECKAT 1766 ALPINE DRIVE YAIL, COLORADO M&N #5255 2 OOI tlATlI,lUM SPONIOR OF ata cot otaoo Date: May 8, 2001 Prepared By: Monroe & Newell Engineers, Inc. PO Box 1597 Avon, CO 81620 ww\\'. rn()nroe- newell. c orl Suite 204. P.O. Box 1597. Av()n, Colorado 81620 (97O) 949-'iii4 o cmail: avon@nronroc ncrr'ell.com 70 Benchmark Road r (9iO) 949 776t] . FAx (.\'- '.' )-={ 0 R #,\l[\vv Monroe & Newell Englneers, Inc. k 4e IVCaG 0 *//\\7.1f ,ry \\VT Monroe & Newell En4lineers, Inc. JOB SHEET NO. CALCULATED BY CHECKEO BY SCALE DATE TJ It 2 (t IA tL Nd t I tf g {Nl /- I lr^rc-+.:"1 it* E9 x tl 'T tN ,B< r t :--z <I -r= / 11tf:t rlt tfi RS",r:+i Si:rr (z )-7--v ,B al-I ttrl,/1r 9z \-:-x 1ll 4 l]'U.G I -a A L v IFi . lF:Ii"=7 irr Il6 lf j.) I.l tfr-.;: lf::ii' \\ v K -z --E €1 t, I It:lfl F ,C d',rl,-lt_3(E- \lfi I il'c a--(e -E 13-I P --1 (-?zr\iJ/*z c \t<$< IH u'd u,u I ?l I I -E * ('2 y-,o 7@ =l e 5 I,/ TI Ju 1'>l b ,/ sF \ a IH ?s.rJ At -t/J.,r:=i rl l-1-:,t:i' :rit xl/b( l I tF At =t 1 l,.t:{l---ri:i :4z, i- )Etl $o >>t t EI J -l T1 l- t ,tr' ' )1 r.l )N4 TF L *>A o I 1c r{.Trt lrl rk- ')t,il:7,-l -*7ct L[t a 'Nl ?€u t,.:-:$r3i.ri:(3) tl b VE +)ll,,i .:t t*+ t(-xl C. 1;d ":.jt.'r ) I --<r C t\ s E l,l = ^ .Fl D; l-)V +L l_G F '11 7lt t' PH00ucT 201.1 (Sidr $$b) 20t1 {frdod) , PROJECT: FUNKDECK' M&N #5255 DATE: MAY 8' 2ool .ENEML NorES 1. LIVE LOADS USED IN DESIGN: A. ROOF 80 PSF B. EXTERIOR DECK 80 PSF C. WIND1' BAslc wlND SPEED 80 MPH 2. EXPOSURE B D' EARTHQUAKE ZONE I 2. TESTING: A. CONTRACTOR SHALL FURNISH OR PROVIDE COORDINATION FOR TESTING AS REQUIRED BY THE PROJECT SPECIFICATIONS. THE TESTING PROGMM SHALL BE COORDINATED WITH THE PROJECT OWNER, ARCHITECT AND STRUCTURAL ENGINEER' B. IN THEABSENCE OF OTHER REQUIREMENTS, THE CONTRACTORSHALL FURNISH INDEPENDENT TESTING OF SOIL COMPACTION, CAST-IN-PLACE CONCRETE STRENGTH AND REINFORCING. TO THE EXTENT NECESSARY TO ASSURE CONSTRUCTION IS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS, 3. FOUNDATIONS: A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2OOO PSF. THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACIW IS EQUAL TO OR GREATER THAN ASSUMED. B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED..EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEERAND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 48' BELOW EXTERIOR GRADE. C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE coMpAcTED TO 95% (MIN|MUM) MODtFtED PROCTOR DENSITY PER ASTM D',l557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL. (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.) D. CENTERALLFOOTINGSUNDERCOLUMNS. E. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 4. CONCRETE: A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WTH ryPE UII PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFYTHE FOLLOWING REQUIREMENTS: CONCRETE ITEM FOOTINGS AND CONCRETE PIERS F'C MIXTYPE 3000 psi STD MAX W/C RATIO % AIR REQ. 3" 2" 1-112" 5. B. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. REINFORCEMENT: A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM GRADE 40. B. REINFORCEMENT PROTECTION: 1. CONCRETE POUREDAGAINST EARTH 2. coNcRETE POURED lN FORMS (EXPOSEDTOWEATHEROREARTH) 3. COLUMNS AND BEAMS OIE BARS) C. REINFORCEMENT PLACEMENTAND TOLEMNCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5,7.6 AND 7.7 OF ACI 318, LATEST EDITION. D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTUML ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS. 6. WOOD: A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTSASSOCIATION AND CONFORMING TO UNIFORM BUILDING CODE AS FOLLOWS: 2" THTCK - 4" TO 6" WIDE (WALL STUD ONLY) 2" TO 4" THICK . 6" & WIDER 5" THICK - 5" & WIDER STUD Fb = 700 PSI NO.2 Fb = 900 PSI NO. 1 Fb = 1350 PSI B. NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO ALLOWABLE STRESS INCREASES. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE TABLE 23-II-8.1 UNLESS OTHERWISE NOTED. NON.STRUCTURAL ELEMENTS: A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FORALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE ryPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS OTHERWISE NOTED, 1 7. . &. GNE4: ' A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE EARTH. C, WATERPROOFING, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS' D. ALL DIMENSIONS ON STRUCTUML DMWINGS SHALL BE CHECKED AGAINST FIELD ARCHITECTURAL DRAWINGS' E. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS, IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. (ro5S CONTRACTOR REGISTRATION PREQUALIFICATION FORM o !.r, rr< Rrc-H+r*-A W. FUAJT< . $A.xllvrn or courAirv: MAILING ADDRDSS: PHYSICAL ADDRESS: PEONE #: 9o euPt F/e L*t t€, 9zo. 94? .d-S--+ This form must be received and approved prior to issuance of registration. Please submit to the: TOWN OF VAIL BUILDING DEPARTMENT - 75 South Frontage Roa4 Vail, CO 81657 PLEASE SUBMIT COPY OF ANY PERTINENTREGISTRATION WITH APPLICATION. Tlpe of registration being applied for: Application made by:Ore-rer€f,- REGISTRATION FEES General Conlractor A,/Constuction Maragement (Valuation over $ 1.000.000) General Contactor B/Constnrction lVlanagement (Valuation under $ 1,000.000) Plumbing Mechanical Excavalion Special (Drywall, Glass, Masonry, Concrete, Elevator) Owner/Builder Electrical Rezular Cost $175.00 $100.00 $ 7s.00 $ 75.00 $ 75.00# Renewal Cost $125.00 $ 75.00 $ 55.00 $ 5s.00 $ 5s.00 $ 5s.00 NO FEE NOTE: If you are purchasing an electrical or plumbing registration, you MUST provide a copy of A Master Regstration from the State of Colorado, LIABILITY: WORKMEN'S COMPENSATION: Show tiat you are covered in the State of Colorado No Workments Comp (no employees): Provide a letter stating you are the soie owner and will not hold the Town liable for any accidents and at the time you hire someone you will provide us with Workers Comp. Option #l: Option #2: $1,000,000 in the aggregate for Bodily Injury $1,000,000 in the aggregate for Property Damage Combined single limit of $1,000,000 Town of Vail Building Division 75 South Frontage Road Vail, CO 81657 910479-2149 9'70-4'79-2452 (Fax) THANKYOU By:-IR- !9Eporatitr Princioal Office: E)PERIENCE QUESTIONAIRE (AIA Document Number A-305 mdy be used in lieu of) I . How many years has your organization been in business as a contractor und€r your present business name? 2. Horv many ysus experience in the proposed type and size of constnrction wort similar in type and size? List the most recsnt projects your organ2ation has had in construction work similar in type and3. Tlpe & Class of Work When Comoleted Name & Address of Qwner 1.List municimlities vou have licenses and curent status with: 5. What other inporunt projects of similar magdtude has your organization completed? 6.Have you ever failed to complete any work awarded to you? If so. where and wtry? 7. Name the Sureqv Company, bonding capacity, and the name ard addres of tlle local agency you intend to use: 8. What is the construction and experience of the priricipal individruls ofyour organization and those individuals to be directly iwolved in any project in the Town of Vail. Individual's Name Present Position or Office Years of Magnitude & In What Experience Type of Work Capacity? 9.Do you hold any valid licenses, i.e. Master Plumber, Architecl Electrical? 10. Lisr the major items of equipment which you, or your company, or corporation own or will be used in the Town of Vail: I l. List lhe Contracs which you, or your company, or corporation were pafy tq during the previous ten (10) years, that were irwolved in litigation of any type. 12.For all contracts which you, your company, or corporation were party to during the prwious five 13. 14. (5) years, what percentage of these projects were completed within schedule?Yo How much of the work will you do directly compared to zub<ontracton?----l-Og-% Banking References: A. B. Trade References: A. B. c. D. 16.Have you ever hlrl a license in our area or any other area under any mme that was: Revoked Denied Suspended If so, please oplain: 11. If registart is a Corporation or Partnership, please state applicant relationship/position: 18. What is your position in this registration? Offrcer Stockholder otrle, 6n r@[ Avt c6& 19. Social Security Nwnaer: I L9 't 4 4s*t 1- Federal Tax I.D. Number: 'I*'!CODE BOOKS ARE AVAII.ABLE FOR PURCHASE IIPON REQUEST*'I* lcr c--€ Oaru6 t7c l,lry.l1.2001 03:11u FrorTALE0T lllEtmtl{TAlli II{SURII{G fa rcrMourrcalB Ins. grrvioeg 9orr 57004v64, CO 81520(e701 e4e-44ta T-t75 P,002/002 F-118 |,.rE t3llrtvt, I IrnEB OF f'tFoir noN3 UAot nrE ctEIFtcATt _ oollPllrrl atFofiqlr€ cqfEB^cr l,rtEIO On CO FAJiI A Firrsuntr Fund Rlchard aad Loutrr Po 8or 571 lvoa fudr eo 81620 C(li8rrtryI FCllrlltl*'I co*.flriD \ TOWN OF VAIL - COMMUNIry DEVELOPMENT CONSTRUCTION FEE,SCHEDULE JANUARY . OECEMBER 2OOO $1.0otos50o g\ tAA $501.0O to S2,0OO.OO 62olslthe firsl S500.00 plus 52.00 for each additional $100:00 or haction thereof, , a.*.r Jrytr 2- =^+ ? - tt to and including 92,0m.00 $2,001.00 to E25.000.00 $65.00 for the li.st $2,000.00 plus S10.00 for each additional $1,m0.00 or taction thereof, lo and including $25.(xn.00 $25,001.00 to $50,0000.00 $315.00 for the first S25,0m.00 plus $?.00 for each additional $1,000.00 orftaction thereof, to and including S50,00O.00 $50,001.00 to $100,000.00 $490 for the first $50,00.00 plus $5.00 for each additionat $1,000.00 or frection lhereof, to and inciudins $100,000.00 $ 100,001.00 to 9500,000.00 $740 for lho tirst $100,000.00 plus $4.00 for each additional $1,000.00 o. fraotion thereof, to and including $500,000.00 $500,001 to $1 ,000,000.00 $2,340 for the firsf $500,000.00 plus 54.00 to. each additional $1,000.00 or traction lhereot, to and including 91,000.000.00 91,000,001.00 & up $4,340 forthe firsl $1,000,000.00 plus F.00 for each addilional f1,(X)0.00 or fraction thereot. 1. Inspections ouGide normal business hours minimum charge two hours. 2. Reinspection fee assess€d under provisions of section 3-5 (g) ofthe UBC. 3. Inspections for which no fee is specrfically indicated including spacial inspections, special work orders & zoning. $4O.0O per $4O.0O per $40.00 per 4. Will Call InsDecton Fee $3.00 ,I*e Plumbing Mechanical Investigation Fast Track Restaurant Fee Preconstruction Meetings Additional Plan Review Plan Revie Fee shall be 65% of the buildino oermit fe€. Plan Review Fee shall be 25% of the plumbing permil fee. Plan Revier Fee shall be 25% of the mechanical permit fee. Whenever work has comm€nced withoul lirsl obtaining said permil, the investigatbn fee shall be equal lo th€ amount of the building, plumbing, mochanical, or electrical pemit tee. All other lees shall be in addilion to ihe investigation fee. Plan Review for a fast track permit, when plans are not totally complete shall pay a plan revier/y fee equal to the building permit fee. Health Department Plan Review for kitchens shall be a flat fee of A fee may be charged when time speril is determined to be excessive bythe building official (excessive review is over 2 meetings or four hours). Additional plan revianr required by changes, addilions or re\risions to $ 75.00 $4O per hour Fees lhcludes modular homes. mobils homes, tEveltrajlerq also dtlplo)(6 & noi more lhan 1,0o0 sq. n. over 1,00O sq. ff. & not more than 1,5O0 sq. ft. over 1,500 sq. ft and not more than 2,0@ sq. tt. per 100 sq. ft in excess of 2,000 sq. ft Colnrndricial & all other f6es, ncludino add, alt rep, and shall b€ corhput€d on lhs dollar \€lue of th€ elecrical installalion, including fi:dures & hsiatlaticn cost ther€of, and such fe€ shall bs as icllows: noi more lhan $3oo.0o morc than S3o0.00 but not more than 52.000.00 mote than $2,000.00 but not more than $50,00O.0o $18.00 p€r each S1,000 tEluation or fraction thereof ol lotal valualion more than $50,000.00 but not more lhan $500,000.00 $17.00 per each $1,000 or fractlon thereof of total valuation plus $57.00 Mobile homes and lravel trailer parks per space Temporary power c s $ o $ $ 50.00 89.00 4.00 42.W 50.m Commercial Fees Plus $3.00 Will Call Fee PIus $3.00 Will Call Fee rt $ 42.N 50.00 42.@on all ofthe above 1 00 valuation.- s500 PrmtEes f TOWN OF VAIL - COMMUNITY DEVELOPMENT CONSTRUCTIOII FEE SCHEDULE JANUARY . OECEMgER 2OOO lr I- Valuation ".O to $10,000.00 i ' $10,001.00 to $50,000.00 $50,001.00 to $150,000.00 $1 50,001. 00 to $500, 000.00 $500, 001.00 to $1,000, 000.00 over $1,000.000.00 Fee $ 20.00 $ 50.00 $ 100.00 $ 200.00 s 400.00 $ 500.00 Valuation $2,000.00 to $25,000.00 $25,001.00 to $50,000.00 $50,001.00 to $500,000.00 $500,001.00 to $1,000, 000.00 over $1,000,000.00 Fee $ 100.00 $ 250.00 $ s00.00 $ 750.00 $ 1,000.00 TYPE Conditional Use Special Development District Minor Subdivision Major Subdivision Single Family Subdivision Secondary Unit Vadance Sign Additional GRFA Condo. Converse Duplex Subdivision Rezone Fee $ 200 00 $ 1,500.00 $ 250.00 $ 1,000.00 $ 100.00 $ 100.00 $ 250.00 $ 20.00 s 200.00$ 500.00$ 100.00 $ 200.00 TYPE HR (Hillside Residential) ABD (Arterial Business District) SB/RD (Ski Base / Rec District) PD (Parkrng District) PUD (Public Use District) SFR (Single Family Residential) R (Two Family Residential) RC (Residential Cluster) R P/S (Primary / Secondary Residential) LDMF (Low Density Mufti-Family) MDMF ( Medium Density Multi-Family) HDMF (High Density Multi-Family) PA (Public Accommodation) CC1 (Commericial Core 'l) CC2 (Commerical Core 2) CC3 (Commercial Core 3) CSC (Commercial Service Center) HS (Heavy SeMce) A (Agricultural & Open Space) SDD (Special Development Distnct Fee $ 0.15 $ 1.00 $ 0.70 $ 0.10 $ 0.10 $ 0.10 $ 0.15 $ 0.15 $ 0.30 $ . 0.35 $ 0.70 $ 1.00$ 1.oo $ 1.00 $ 1.00 $ 1.00 $ 1.00 $ 1.00 $ 0.10 Rate ot zone distit applicat{e to density projest F: EveryoneiBu ilding/Prmtf ees 'f '**+'f + * +:t'* * ++* + *+'l'1,**'t *'* *'l*'l'|***:l*** ** * * **++ * * * t** * * * ** *:*:** ** 'l 't {. +* + + + ++'t'* * +* * *** *'r'* ***'* **!*:* * TOWN OF VAIL, COLORADOCopy Reprinted on 05-22-2001 at 13:32:30 OSl22l20iJl Statement ****** * ****** *!t'* ** * * ** *** * +* 't * 'lr * * 'l * {.,}* * *,t * ** 'l *'*{. *'l {. '}'}*{' *:t 'l *'}* *:t!t** *.}!t,l * * *,},t * {. t( * * * *'** * 't,t* * *!*,* Statement Number: R000000815 Amount: $140.65 05/22/aOOLOI:32 PM Palment Method: Check Init: DF Notation: CHECK # 1075 Permit No: 801-0137 Type: ADD/AIJT MF BUIL,D PERMIT Parcel No: 2LO3L23L2O05 Site Address: L766 ALPINE DR VAIIJ Location: 1755 AL,PINE DR Total Feeg: 5140.65 This Payment: $140.55 Tot,al AIJIr t'rntB: $140.55 Balanee: S0.00 * **'*:f I t *'i* * t * * I f l.*f *,f * * * ** *'l'l {r t'i ** {r** t * I 'f 'l **'} * * tr* ** lr:l*'}* * + *'f :t'} 'lt'l!t'}'} *!i * * * ** * * * * *,*'} '8 '} {t * 't * * * * * * ACCOTJNT ITEM LIST: Account Code DescriDtion Current Pmts BP OO1OOOO31111OO BUILDING PERMIT FEES 41.00 cL 00100003123000 CoNTRACT0R LTCENSES 50.00 DR OO1OOOO31122OO DESIGN REVIEW FEES 2O.OO PF 00100003112300 PLAN CHECK FEES 26.65 |/\lC ()O1OOO()31128OO WILL CALL INSPECTION FEE 3.OO flJr,ri-, bul*^At(- -t =rh{9 -t mIql-o_,h E<x f!Y:m: 69n 1ri g!d q -:m=-l 133 o<TodE;9(iocl,>l=^Eiri i .n mT { =FF!m=Yo=ti>gE" t- !!E nI! ooz 2vco{ 6zT rrtv ={ F .T'tl o. 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'rlo! =C'mr-n tg,-l z =oz t- mft3{azmmom l<' lz 12t{ t>Ir- | <t,l:roq I II F I m :l € t-t- z @cr =oz -t m i 6 z mg) t-rc m I m I z'nJ z I dl m o€mr =zocz -t l- oo o 5zcz- tt I zm€ --lm P z -.t 2 t- m t -t m n t- ^2 Orsr Ftl& Ei"F Ei;ffi Aea e9>f o 6 t16= E b*2 v, - {qe e ndx Ei ;i= El u3= Elq,r-:2lD-<Frf v< l< I I I I gt € (/r0cz EEfir HtDlrlc :E tJrZ..-O\o{+.B >fd l4 lltF tr{ z >rQ =l3tH =l3t; 3lalq cl;.; F::tE I ci 'td I'li t:'l rl lro ItEl'Ft gl ltp ir"lx I ,{lt-- I F\:lO\l |--rt\o I15'ltl z U) z .{ 1..)\| \o5. o t- !m ='Tl mm(n €{ J - :-r cg, m I x |- an>2 |n Q mL z m m{ @o n mo mt =z.tl mm 3moI zo r !t- 3 2 6) mt-m |- !l- zormc)t @ F = m =i .It m =-.{'n mmU' VATUATION '9 mn ={ =o H F tr,l 3m - z |- !f- =zo ma-mo-{ 2,o t- o =9zo + }.s, & t.J 'ft 4(n 4 @ W IW'+,s ./ b lzlql W I l-Bulldlng t I- ifob-Nanos Iagal oeaorlptlon: OPnErs Ha,ue: Jlr Archlteot: lcnl. I l-u.ohantcal I l-otb,Gr .r-oi'eddreeer t'lbL tluPtNE OA. It,',E_7 Bloclt; N.A. AddroEsr Addrergr Plr.- Gan.ral DeEcrlptlorr R.qo-F ReHOU' d- + ts€trL^cqt/er\-7 -,t worlr clarEr [ ]-Nrw I J-rtt€ratlon I J-Addltlond txl-ReFlr [ |-Ottrer Nunbgr of Dnelllng Unltet 1 Nuaber of Ac€otfiroAadlon unl,tgr VAI.L .l$nber and TlTre'of, Flreplae.st crs AppllNnces.* caa IoEF- tfooVPellet_ U Itrtrfi****tf**l**t*r**t**i*rtt*it* VALUATfONS *i***!tt*******a*****t**t*tt**tii. 'Furrourc; | 4qf ir,scrnrcnr.,r'l - murr.t t -%ffi'Furrouro; | $dfl ErJEGTnrcArrs _!- grHERs LM*ffi-PII'UDINGS uEcHAlrrcAL! l_ foTAIJ! | /J*.,--'-_ llrr** i*r.t t*****itgl*iF*ttr* qommcfon illlunilATlgll . I **l r r***!r**t***t tt*****r./lencral-lEentrastorr Vla*h (tr.hs+fi,tgticn f nCrorn of, Val.r Res.,rro...11y6 Plulblng Contractor; Addreegr Addresa: Eleatrloal coDtraotors Addressr phona lfunbcrr Torn of Vall Phone Nunbeti !!own of Vall Elrone llunber: Toun of, Vall Pnone Nunber: Rsg. tfo. BUTI,DINC PIlAil CUECX FBE! 5<,oO PH'}|DT!{C PI.AII CIIECK FEE: Hechant crl Contractori Addreegl Reg, lfo, ****i***l*ltt**r*.ttt.*tl*t*tir* ldn Ofllcl UgE t*rlrr**ial*tt*tl*****tr rt ***t** BUTLDTNG PERurr pBEs 9<,oo PIJWAIN€ PENUIT 88Es }fECHENICAL PEHfIT FEE: ELBCIRICAI. FEE| OTHER trYPE OF FEE!bIIICnrL DRE EEEI UECIIA}IIC}IJ FIAN crTf,CK 8EE! RECREf,TTON FEBT CIJ,.f,N-UP DEI'OBN3fmIL, PmUIT rBg I BUrI.DI$Gt SrCXilntnErgo}{Ilfcr 8IOIIAI]IIRE: *la+ connentgs Q.qt-Ld- Plan Review Based on the 1991 Uniform Codes NAME: FLINK REROOF ADDRESS: 1766 ALPINE VAIL, CIOLORADO OCCUPANCY: R-l TYPE OF CONSTRUCTION: V-IHR DATE:7-n-94 CONTRACTOR: PI,ATH ROOFING ARCFtrTECT: NONE ENGINEER: NONE PLANS EXAMINER: DAN STANEK 1. CORRECTIONS REQUIRED The items listed below are not intended to be a complete listing of all possible code requirements in the adopted codes. It is a guide to selected sections of the codes. The following is not to be cnnstrued to be an approval of any violation of any of the provisions of the adopted codes or any ordinance of the Town of Vail. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE AI.IY WORK CAN BE STARTED. ANY UNLOADING OF MATERIALS OR ANY STAGING OF ANY KIND MUST ON ON FUNK PROPERTY ONLY. 3. FIELD INSPECTTONS ARE REQUIRED TO CI{ECK FOR CODE COMPLIANCE. Town of Vail OFFjflr: e0PY /-27-?7' ?.: t l I 4 ? Jlv I 4d l-1nL'r tvop € -?.. 1 July 12, 1994 Page 2 of 3 Roofing Specification for Dick Funk ROOF #l: Matterhom Residence TEAR 0F'F' / IyISCELI"AIIIEOUS: 1l Tear off existing shake roofing and remove all debris from the site. Plath Construction will keep the iobslte as clean as possibte and practical during the construction, and a thorough cleaning of Plath's work areas will be performed upon completion. -llfn construction will take all reasonable precautions to protect the interior of the building from water and weather. However, Plath Construction shall not be held liable for any interior damage sustained from leaks caused bysudden and/or unforseen storms that occur during the tear off phase of this work. 2l Inspect the plywood for water damage, and replace as needed. ** ttris work, if required, will be an additional charge over and above the contract p,rice, and will be charged at the rate of $ 1.E5 per square foot. No additional charges will be incurred withoui prior notification of, and authorization from, the owner or owner's agent.** 3l Plath construction will provide all insurance and permits required by the Town of Vail Building Department. DRY.IN / SIIAKES / FI,ASIIING: U Install "Jiffy-Seal' Ice and Water Guard by ?rotecto Wrap' oYer entire pirched roof aiea, according to manufacturer's specifications. Extend membrane up walls a minimum of 14 at roof-to-wall iunctures. Use mastic as needed. '21 2l Install Heritage 30, 30 par asphalt shingles. Weight per square is 300 pounds. Use starter and hip-and-ridge shingles as needed. 3l tnstall 26 gauge paint lock flashings as needed, including step, and endwall flashing. I;stall 26 gafte pairit lcrk drip edge flashing at eaves and rakes. Painting to be done by the owner. Pricc for work as specified above: F #2: Eagle Vail Residenoe US: ll Tear off roofing at the area 9'up from the eaves. Remove all debris from the site. Plath yill keep the jobsite as clean as possible and practical during the construction, and a tfr-ilqlgpaning of Plath's work areas will be performed upon-completion. Plath Construction *iillUQeasonable precautions to protect the interior of tt e Uuitding from water and weather.lUrqeqllath Construction shall-not be held liable for an! interior damage sustained from iEEhr{gl-by sudden and/or unforseen storms that occur during the tear off phase of this wqgk. --' Tc\ryn of PcFf;iililfi t&,-//"<7 - z7-4y' "t DRY.IN / SHAKES / FI,ASIIING: 1l Install 'JifS-Seal' Ice and Water Guard by ?rotecto Wrap' over area tormff, aqording to manufacturer's specifications. Tie-on to existing membrane a minimum of ,t2'. Use mastic as needed.'z\ 2l Install medium cedar shakes lacing each course with 18", #30 felt. Use starter and hip- and-ridge shingles as needed. 3l Install 26 gauge paint lock drip edge flashing at eaves and rakes. Painting to be done by the owner. Prlce for work as speclfled above: Page 3 of 3 2l Inspect the plywood for water damage, and replace as needed. ** This work, if required, will be an additional charge over and above the contract price, and will be charged at the rate of $ f..85 per square foot. No additional charges will be incurred withouf prior notification of, and authorization from, the owner or owner's agent.'r* 3l Plath construction will provide all insurance required by the town of Vail Building Department. A permit is not required on a repair of this size and is excluded. GENERAL NOTES:ll Please be advised that materials for this proposal have been bid at current market prices. Due to volatility of the market, material prices cannot be guaranteed past 30 days. 2l Cedar shakes for this proposal have been bid at the current market price of $ 9650 plr square. Due to the extieme volatility of the cedar market, price changes prior to the acceptance of this proposal will require renegotiation of the contract price. 3l Plath Construction carries property damage liability insurance in the amount of Oi.OOff,CXn.m per occurence. piatn Construction carries auto insurance in the amount of $1,000,0m.00. Plath Construction carries appropriate Workman's Compensation insurance through Colorado State Compensation. No further insurance coverage is included in our pricefand if required, the additional cost shall be added to tlte contract price. 4l Upon receipt of the contract price, Plath Construction will issue a warranty certificate guarinteeing ioofing against leaks due to flaws in workmanship for a period gf-two pars irom the daie of roonng completion. Leaks quali$ing under the terms of said warranty will be repaired promptly at no cost to the owner. This warranty does not cover any subsequent interior damage that may occur. Torvn of Vail OHfiflN fif}PY //.//z 7'2 7 -q(/ - if _; ,-' Gign Review Action F}n TOWN OF VAIL Category Number o^t Z/ 'A/ q! Project Name: Building Name: Project Description: @^0r"", ",io ,non", ArchitecVGontact, Address and Phone: Legal Description: Lot 7 Block - Subdivision \lzr.' ./ r-Ll-l r., / . --l Zone District Proiect Street Address: Comments: Motion by:Vote: Seconded by: ! Approval ! Disapproval Fi StattApproval Conditions: t .t / 4;: (X) Date: -7/!,4/Q4 DRBFeePre-oaid 1L)- - .,,t.-t). I q IN9 t0888.,s04TE RECETVED FROM tpw P^fD-&,r.*-c."*5il3 .TflI,JF{ DF LJtrI I1_ l,tigcel laneoug Cssh !'--i.::i,-:j4 14111:86 !:t-r,:-,i. i .-, i. S J. 5l4 .il L'; r",, :, : t :tf ilir # =f,if,:: :: ir!. !l-!i:[., i:1.-ti. it-..i:,t:IFF I tr [rEFli ,: -'- l: i;i,rrfi..:-;li : I t*rn p.= i d ii :J r:ri_-!il. j. .. :Ji i:1!:,Fi i--::,:-,Ji! :-,11.i-1.--,,;,rJ,1 28. E8 gmdrnt paid ?8. [rL1 B.8B THRF{|{ \,f}IJ ',J,;.,i-r1 ;.;i_rfi jgr HE I E,I*?------ o EX' Fu A-,k.T-F- i PL FRONT OF SUBJECT PROPERTY 11 LC AL Pir- t DR. REAR OF SUBJECT PROPERTY STREET SCENE ir' ,,j'' ,lf .ji iI ii, \ l-. 'r ' dXn-.d;i"ct i: tsvr'!a)bE E-+ro)a.= Hxv* >. o't (!-cUOJ!Lo o)tl a'6i'60p;n5>7/1 G|.5 Yl-Fi tg A ?QE k5(a(EA -Y ouihq):ED !o Lr lY :I co z F-r o)bo(g Fic)F l-a * 90* >'t1i :+rX"'T xiytr(J+.<h i5 ,-: =yco 6 (,)ts|.rgt.,^H6y,9D o,,.=r+r a' .a^ 47erJ3f;E(!(Er->tr\-/ rJOU t'=u) ;'i eE F=53 P 3 ";S(EqJ>. T.\ J q) .o (n'.iE:rJ T(\JOE*sI5r Gl +, ..h +,6:1 .:i" xx .=<=\r>(D0)F.o hzqtY:Ytitr ;3Utr ot<(g'd.Y(')(!-cu-E-Eoo .ttr bO='7 tr P (/]iFr ;6U) ix^ Yi li k '-ru'=Ei'to co c)bo(u tsrq) Fr{ ; 0.,)li 0) l.r 0)ir 0)|.'-1 i tr cbY r.r ',^t l-v9PtrE^= 5a*.tg? -!3 q,€ -+ 5,/(gFy^u 5E bo 'f; x !,rlv.=9)Z !09 o t;v,3 d?-25-t9B4 @.EE'P|1 FRo't TAt'xo ENJER AsFll^LT : PBObUCT DATA €IIEEI.l I mnxo ASPHAL! r$ooucrs, ruc. PHILLIPSBURG, Kq ri HERiTAtrE 30 shadoutone series rrsbnci.A.ss BASEE IdIrtrHArED ASPHALT sHrt{cLE UNDERTIFI"ERS t ABoRAT0nIBS I GLASS A FIRE REgTSTANT. ASTiit: . o-gorg-ag: E-lo8-88a' D-3161 i I ;FED, SPEC: EXCEEDS SS-S-O01534 5 rilcllEs 30-iYEAR LrilrrED WEATHEBED E'OOD I OX$RD GR$Y I 'Ru$fIC SLATE i RUSfTIC CEDAR i RUSTIq BI.A€K : RIISITIC REDUOOD i OLD! EXGLISH PE$TER 13838459159 P.61 rTIXD RESISTAIfT AilD clAss A, TYPE 1 PRODUCT PBODUCT PROI'I'Cf, coilsTBucTr APFROXIUA EXPOSUREi LAUIHATED, DOUBITE-IAyER, nr*tDOtrr{-BUTT DESIGN. FIBERGI.ASS I,!AT, :AsPHALT, .GERA}IIC UINERAL GRAHIILES, SELF*SEATING THERIIOPLASTIC ADTIESIVE . SHITCLES SQUABB; I.gHCrXr I|'IDTH: 300 LBS PER SQUIXB Ps41i rrne tax r"4q4E!9ls 1 r.vlt.d, 7ll4/91 DESIGN REVIEW BOARD APPIJICAIION - TOT{N OF I. A. l,[l{i'|} JUL 251991 DATE RECEIVED: DATE OF DRB MEETTNG: VAIIJ, COIJORADO 7,2f- ?4 ********** INCOMPIJETE APPITICATIONS IttAy NO? BE SCHEDUIJED FOR REVIEW. ****t**!r!r!t PROiIECT INFORMATION: DESCRIPTION: R, B.TYPE OF REVIEW: New Construction ($200.00) Addirion ($50.00)F uinor AlLeration ConcepEual Review ($20.00) ($0) ADDRESS: t-l (L 4cptU e. D. E. LEGAL DESCRIPTION: Lot -7 BlockSubdivision \., r\rL \ ruuL4F- \r.163T If property is described by a meets and boundsdescripLion, please provide on a separale sheet t.o this application. ZONING: F1L | ^{(r I 1egal and aLt.ach NAME OF APPLICANT: r: \C.Ri\Rb c+ Lac1rq€ t=\)TJK.Mailing Address: p,o ta"sx 9)9 NAME OF APPLICAT{PS REPRESEIflIATfVE: < r$tE t1a:i:-r,.1 -iiiress: H.NAME OF OWNER(S): OWNER(S) SIGNATTJRE: Mailing Address: F.E:.+AsUE Phone APPIJICA?IONS WILL NOT BE PROCESSED WITEOW OIINER'S SIGNATTIRE Condominium Approval if applicable. DRB FEE: DRB fees, as shown above, are E,o be paid at the t.ime of submitt.al of the DRB applicaEion. Later, whenapplying for a building permit, please idenEify the accuratevaluation of the proposal. The Town of Vail will adjust thefee according to the tabte below, Lo ensure Lhe correct fee I. J, FEE SCHEDULE: oY VALUATION n dr I n nt\^v I rv, vvv ^dTE-)-.+\zu. uu )$ Ffruo- $100. 00 $200. 00 $400.00 $s00. 00 ONE YBAR AFTER FINAIJ ISSUED AI{D CONSTRUCTION $ 10, 001 - $ s0, 000 $ 50, 001 - $ 150, 000 $150, 00r_ - $ 500, 000 $500,001 - $1,000,000$ Over $1, 000, 000 DESTGN REVIEW BOARD APPROVAIJ EXPTRES APPROVAIJ UNIJESS A BUIIJDING PERIIIT ISIS STARTED. is paid. III. A pre-application meeting htiLh a member of the planning staff is encouraged Eo deLermine if any additionalapplication information is needed. It is the applicant'sresponsibility Lo make an appointment with the sLaff to det,ermine if there are additional submittal requirements. Please note that a COMPLETU application will sLreamline the rewiew process for your project. III. IMPORTANT NOTICE REGARDING AI.TL SUBM,ISSIONS TO THE DRB: A. In addition Lo meeLing subnittal reguirements, theapplicant musL stake and tape the project sit.e to indicat.e property lines, building lines and buildingcorners. A11 trees Lo be removed must. be taped. A11site Capings and staking must be completed prior to the DRB siLe visic. The applicant must ensure that. staking done during Lhe winter is not buried by snow. B. The review process for NEW BUILDINGS normally requires two separate meetings of the Design Review Board: a conceptual review and a final review. C. Applicants who fail to appear before the Design Review Board on their scheduled meeting date and who have not asked in advance that discussion on their item be posEponed, will have their items removed from the DRB agenda until such time as the item has been republished. D. rhe following it.ems may, at the discretion of the zoning administrator, be approved by the CommuniLy Development Department staff (i.e. a formal hearingbefore the DRB may not be required) : a. Windows, skyliqhts and similar exterior changes which do not alter the existing plane of thebuilding; and b- Building additions not visible from any ot.her 1otor public space. At the t.ime such a proposal issubmitted, applicants must include letLers from adjacent property owners and/or from the agent foror manager of any adjacent condominium associationstating the association approves of the addition. E. If a property is locaLed in'a mapped hazard area (i.e. snow avalanche, rockfal1, flood plain, debris flow,wetland, etc.), a hazard study must be submit.t,ed andthe owner musL sign an affidavit recognizing t.he hazardreport prior to the issuance of a building permit. Applicants are encouraged t.o check wiLh a Town planner prior Eo DRB applicaLion Lo det.ermine Uhe relationshipof Lhe property to all mapped hazards. F. For all residenLial consUruction: a. Clearly indicaLe on the floor plans Lhe inside face of the exLerior structural walls of thebuilding; and b. Indicate wr- th a dashed line on the site plan afour foot disEance from the ext.erior face of thebuilding walls or support.ing columns. c. If DRB approves the applicaLion with conditions ormodifications, all condit.ions of approval must be addressed prior to the applicaE.ion for a buildingpermit. tIJIST OF IIATERTAIJS FUU K T_A\P\GK NAME OF PRO,JECT: If gc. A L FT N€ D,P. ^ 7-? ' P L€/< LEGAL DESCRTPTTON: LOT_Z BLOCK _ SUBDTVTSTON vArL utLt^(e\esi- STREET ADDRESS: I?aa z{rCPIL]e DR.. The following information is reguired for submittal to the Design Review Board before a final approval can be given: A. BUII,DING MATERIAI,S: TYPE OF MATBRIAIJ COI,OR Roof Siding Other Wall MaE.erials Fascia Soffits Windows Window Trim Doors Door Trim Hand or Deck Rails Flues Flashings Chimneys Trash Enclosures Greenhouses Retaining wal1s Exterior Lighting Other B. LANDSCAPING: Name of Designer: Phone: kte-Fr lt^(€ eo -"\^,re^rt(€PED wcE)D " F.€t AfiAeH€p paoo^.i(T- ttt€rRlffcrAg +P,-ler.'r.os- F'E'- /+rr^<'.t-€:,) F LA\'rF/ sP4=.S ' PLAIIT f,fefnnt: PROPOSED TREES AND SHRUBS Botanical Name Ouantitv Siz€* *Indicate caliper for deciduous trees. Minimum caliper for deciduous Ereel is 2 inches. rndicat,e nffistrees. Minimum heiqht for coniferous trees is 6 feet.**IndicaEe size of proposed shrubs. Minimum size of shrubs is5 qaIIon. Tvpe Sguare Footaqe GROTNID COVERS soD SEED TYPE OF IRRTGATION TYPE OR METHOD OF EROSION CONTROL LANDSCAPE LIGHTING: rf exterior Iight.ing is proposed, please show the number of fixtures and locations on a separateliqhti-ng plan. IdenLify each fi.xture from the liqhting plan in the space below and provide the height above grade, Elpe ofliqht proposed, lumen output, luminous area and a cut sheet ofthe light fixture. (Section 18.54.050 J) OTHER LANDSCAPE FEATURES (retaining walIs, fences, swimmingpoo1s, etc. ) Please specify. Indicat.e heiqht.s of retainingwa11s. Maximum height of walls within the front, setb4ck is3'. Maximum height of walls elsewhere on t,he property is 5' D. f- bfzr',"*crroN REeuEsr TOWN OF VAIL , ./) 479-2138PEFMIT NUMB DATE READY FOR LOCATION: o PRO/ECT 7 Y JoB NAME INSPECTION: BUILDING: tr FOOTINGS / STEEL PLUMEING: tr FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. D ROUGH / WATERtr tr tr tr tr FRAMING ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSULATION SHEETROCK tr POOL / H. TUB NAIL tr EITINAL tr.FINAL ELEGTRICAL:MECHANICAL: tr tr E tr TEMP. POWER tr HEATING ROUGH tr EXHAUST HOODS CONDUIT - B SUPPLY AIR tr FINAL -O FINAL tr APPROVED CORRECTIONS: " lW|prdpnovED tr REINSPECTION REQUIREO oo* Q-?-q( rNSPEcroR