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CC-000307-2015TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: CC-000307-2015 Tax Map No: 289.15-1-1.1 Permission is hereby granted to: KIMBERLEE POLUNCI REVISED For property located at: 21 BLIND ROCK RD in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tvce of Construction Owner Address: 21 BLIND ROCK RD Factory-Industrial-Addition 45,000.00 Queensbury,NY 12804 Total Value 45,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Kim Polunci 21 BLIND ROCK RD Queensbury,NY 12804 Plans&Specifications Play area(Foster)&Training Bldg. Comm.Add. r/,• l5 w 'q-5 Zr%n It-7 s , FT. PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,November 8,2016 If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town ofensb n pl onda , o 2015 SIGNED BY: Ztgkj'/ /VJ for the Town of Queensbury. Director of Building&Code Enforcement fr Rfis V 4,-(Zai -7C4-7/07" g PRINCIPAL STRUCTURE APPLICATION Office Use Only Received n Date: iig E c.--e-ti ,,,, 2' slDi`t No. ID Tax Map ID lc—1— / 1-6 I -t Fee Zone 12ia 3 J C8 2015 " ee 7q /v Historic Site Yes x Nc I e Flan# TO Wit?- N Irl r r TOubd vision# 3t Subdivision Name 4" : ..e•ES Project Location Di 131 t Ad,, (?oc.,(c ofc \ TOWN BD.RESOLUTION 86-2013: $850 recreation fee for new dwelling units—single family,duplexes/two-family, multiple family,apartments,condominiums,townhouses,and/or manufactured&modular homes, but not mobile homes. This is in addition to the permit fee(s). ApplicantriAlin Owner Address W Nina m moo( Address c 001 z £it L Q/i(/l3 AJV 1c) G(-/ ii& ,JLL -A4/1-q-)4/ Phone/E-mail Phone/E-mail ibivnei kcallri3 1'a, iJ mss' a--- Contact Person for Building&Codes Compliance: -7)11,1 )04. Phor ,) 8 ?c)} TYPE OF CONSTRUCTION Check all that apply New Addition Alteration P o l u f l ci BP 2015-410 ht Single Family Play Area (Foster) & Training BuildingCommercialAddition1,170 sq. ft.onto existingTails Wag Inn Building Two-Family Multi-Family I of units ) 6410 Townhouse ir T.) ",....„-----W yL Business Office Retail-Mercantile Factory-Industrial Attached Garage 0)/14't 4/60)4A 01/4 ,oxis-4:_t12, 3,1, 4+) Del LS Other X if/d Sr 1/7° S1' / Cl / If commercial or industrial please indicate of business / airs ivac5 i,,v 7%,ve g'C 1,,,(At-8TownofQueensburyBuilding&Codes Principal Structure Application Revised September 2015 Proposed use of building or addition iCt. Source of Heat(circle one) Gas Oil 'rop. = Solar Other Fireplace: Complete a separate application for Fuel Burning Appliances & Chimneys Are there structures not shown on plot plan? A./0 Are there easements on the property? o Site Information a. Dimensions or acreage of lot sao , (3 c.ye.S b. Is this a corner lot? tib c. Will the grade be changed as a result of construction Yes < No d. Public water or Private well e. Sewer or Private Septic System r vt..f e_ ccp c Value of all work to be performed (labor or materials) f000, u DECLARATION: 1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application,plans and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: }0hDATE: T%/i,' 7- SIGNATURE:4// DATE: For office use only Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Structure Application Revised September 2015 Rough Plumbing / Insulation Inspection Report Inspection request received Name r✓� Inspected on Location 2 l l Arrive \ Permit No. — Apr} -21�)' spector's Initials Type of Structure COMMENTS Y N NA Plumbing under slab Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I.or 10 ft. above highest connection for 15 minutes Pr sure Test ater Supply Piping it/Head 0 P.S.I for 15 minutes sulation/ Residential Check/Commercial Check rre5 / G✓� F®v ``O� �� Window Sealing c Tyvek or Similar Exterior Sealant ��\ ��ip Z I �p�(✓L 'Proper Vent,Attic Vent Door/Window Sealed(No Insulation) Duct/Hot Water Piping Insulation �`c-It If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape Blower Door Test Air Sealing Town of Queensbury Building& Code Enforcement Office No. (518)761-8256 Foundation Inspection Report j Office No. (518) 761-8256 Date Inspection re•ues •-. ,e.: l 0 / -S Queensbury Building&Code Enforcement Arrive: P -`B• : Depart:4 e em 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: *- -- NAME: v 1 S coA c5 J1,1 fi/Lv\C,PE'1 T#: 1— k7LOCATION: Z 1 G. . • f.. di '°INSPECT ON:r/S TYPE OF STRUCTURE: YLx •PtEliA rAtV \ \t)Z Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour ill/Reinforcement in Place Footing Dowels or Keyway in place Vi Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab 1 Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 4 L Foundation Inspection Report Office No. (518)761-8256 Date Inspection reque r- e. -d: Queensbury Building&Code Enforcement Arrive:p Depart: :)t) a.•'pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial . NAME: ERMIT#:15-LI I D LOCATION: 7 1 'ejL% 0c)1Lc) INSPECT ON: 9 Zq TYPE OF STRUCTURE:L,A i —_ 1T\pt Comments Y_ N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 1 z 1( Foundation Inspection Report Office No. (518)761-8256 Date Inspection AM-' -d:z 0 l S Queensbury Building&Code Enforcement Arrive: 1--a 'tib Depart:2-OD a•-ipm 742 Bay Rd., Queensbury,NY 12804 Inspector's Inti- : 0NAME: I 1 - 1\ i (S 111 PERMIT#: c L/4 LOCATION: Z' /5I(tn 4 ,tel_ k- r1 INSPECT ON: zy S TYPE OF STRU TURE: Cil.,l flV--EP KOVV F; i-iV4VComments Y N_ N/A Footings Piers 2„ Monolithic Slab i P ApP. caQbk-k- Reinforcement in Place O The contractor is responsible for 8-i-_ providing protection from freezing 1):)\--\ --_ for 48 hours following the placement of the concrete. 67-%---6 ,2=-6 2—a WPbMaterialsforthispurposeonsite. t-1- Foundation/Wallpour t-v\-\ ‘3 .s7 c- -\ btu _ Reinforcement in Place k)3 - C;E 5` E,,k * , Footing Dowels or Keyway in place roofin f3 FOC\! Foundation Dam pp g PE M t ,i t tJ6 @--Ekb Foundation following tP. i____ L il EC_ Footing Drain Daylight or Sump 1 ` Footing Drain Stone:M OP--P-t-c 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 4 JeP LJ I O VO. 14p Mt./Well L. rr irIauury O 1000 IOU/o p. 1 A-r-r4 :,Ti-kr.) Okr5.24-t-44 G) 1 1pE © tIV DRE SC ES SEP 2 4 2015 [0 Design with a new point of view. TOWN OF QUEENSBURY BUILDING& CODES IMLs WA-q -..i - SPco,- ( c 1`-(44t) tzt.k, -go, 0L. sGky N,y txraaz .r Cavi,rnNI'../• .._ FILE COPY 1 PyrF- Se4 0W -v:_",-AD ( 160-3.1,-6 (1.-GO S,s Ft(ix20lea 21) /. ftSSC "7 -- c_ktg 12_•L 7 s }. `. tie cs• • NA, 4 s 1„...„„ anrr.4 S-i.for r---‘,.,,,,-1- R. J it ." M”.'.!' r.!1-Aa D( ) .c. 0,7 c et p NA? a C t = Tei z L_ FP-Cron_ r l ,b L ti.e A vcD 5 R-v‘•.c.7cvut-) TTN s t 9 Z = e f zL FA 70 CcAre-. l I)Te z70, I Y 0,9 (1,o)010'(17k)C601,50 - V.Zes . S-t__;.-pep ' ... e- -- ..1- \,•.i 1-,:::,p.DOZ.) i _ sP_ VrAVie_ - s - 0/ 8S rt-rz-- Z/ 12. R-cj i.,‘ rorz.P\ ? r- St_wrerl SARFAL L r')CS = I ,0 Fc.2 G112 Pt-rut, W, 514 0.tc,t Ht.._ )p _ . "zesP Fc M1Pz Si#i•rck ccs 4 p 0,Et 5 (4 zPs )3 b pa- Fc z Viz_ "E.*, t a•", L- Stke0 X22 s--rcc\i Ffa - Z4.-t_ P, -rc14 2 X I z S e ( ti' ,(_ Robert L Flansburg • 6 Veghan Court • Saratcga S rir Y 2866 • 518.581.8079 Phone/Fax 4* 5.0:7?__ AT`r 4 CAED 'gfa Ft-Cs2 De siC.44 c_5-g . C 7iosi usep ..t- 7 siw+/ rs2.1(4771rcr.Y Jep Li "I S Utp:] p KoOert L. hansourg D I ZS Z:5 I GSU( p.z RAFTER I 4 Si-i p F r'-,,,FC,-.67:-S' DREAMSCAPES UNLIMITED Dreamscapes Unlimileu j ROBERT L FLANSBURG,P.E. DATE: 912 015 Tails Wba!n'-OueensJAW- LOCATION: EMPIRE STATE COLLEGE PORCH REPAIR 15 FEET ./ 2 X 10 RAFTER 289 PSF SPAN= 1,2'PLYW00D SHEATHING= 1.70 PSF S PAN ALONG SLOPE= 15.21 FEET 1514 ASPHALT FELT PAPER= 1.00 PSF FIBERGLASS SHINGLES= 4.00 PSF ROOF PITCH=1:'0.i .-- 2 112 '"- 959 PSF SPACING= one.1.7,, 7 16 O.C." / DL NORMAL 10 ROOF= 9.46 PSF INCLINE ANGLE= 9.46 DEGREES 14712= 6.72 PSF SNOW LOAD= 12112=12.00 PSF LIVE LOAD=40 PSF 10112=18.30 PSF 9112=23.00 PSF SNOW LOAD= 5667 PSF 8'12=26.10 PSF 7112=33.58 PSF WIND LOAD= 12 PSF 6112=40.52 PSF 5112=48.02 PSF DEAD LOAD= 9.46 PSF 4112=53.54 PSF 3112=55.09 PSF 2112=56.67 PSF LOAD COMBINATIONS: 1112=58.33 PSI 1)DL+LL 49.E PSF 21 DL+SI.. 66.13 PSF ICA.- t•"Y''r 3)DL•WL 21.46 PSF C.-,:...44•Z.-.4:4 j 4)ID_+LL+WL)'0.75 46.09 PSF 5¢E 2X10 2X12 2X8 2X6 AREA 13.88 16.88 1125 3.25 SELECT MAX LOAD COMBO RESULT=66.13 PSF Sx 21.39 33.06 14.06 7.56 fx 107.17 190.11 52.73 20.79 DESIGN LOAD= 88.17 LBS.PER LINEAL FOOT DESIGN MOMENT= 2548.76 FT_LBS 30585.13 IN.LBS 11' MEMBER S2E= 2 X 12 (SPF NO.2 OR BETTER)SIZE AREA Sx Ix AREA= 16.88 IN."2 2 X 10 13.88 21.39 IN"3 -07.17 SECTION MODULUS= 33.06 IN.^3 2 X 12 16.68 33.06 IN^3 190.11 MOMENT OF INERTIA= 190.11 IN.M 2 X 8 1125 14.06 IM^3 52.73 BENDING STRESS: 2 X 6 8.25 7.56 114,3 20.79 Pb=925.14 PSI V yl," ALLOWABLE BENDING STRESS= 1150 PSIS ( FOR REPt II,NE MEMBER USES)pZ i SPF NO.2 OR BETTER) f'S 1000PSI X LDF(1_15)FOR SNOW LOAD) 4. .t` 1--j"%. e. S"x":17 1-IS 5-Vii' CHECK DEFLECTION UNDER LIVE LOAD: y TOTAL DEFLECTION= 0.4.3 INCHES i%-rt'`_C_Tc 11.'ul ALLOWABLE DEFLECTION: i.`•'4, •( 4. 0 IEC '0 Y( 1LL360)= 0.51 INCHES J/ f L1240)_ 0.76 INCHES IU180)= 1.01 INCHES CHECK FOR SHEAR: ACTUAL SHEAR= 670.42 LBS. _ 1340.644 4--4-4 ''moi,, . . ' ` r: : .w SHEAR STRESS= 59.58 PSI C V''; ' W• `d'•)-- 1, •.Z_ ALLOWABLE SHEAR STRESS= 70 PSI SPF NO.2 OR BETTER) VERTICAL REACTION TO VALLEY RAFTER= 2.00 LBS. OR TOP PLATE) r Page 1 oep lb uo. i op nooen L. riansourg o 1 0o0 1 t5U,y p paiLS WAG SPCA - 021 L-% RC:_‘ck_ FAD DREA SC ES Design with a new point of view. 1 f1rir A•DS (tO . L 4)SC : V3,0,ac_ t N 4 Snra .c ( Sc c. rs 0 P4A8. W l MIS C) C ca-rE C;r2 i L S /1501-,7 W 1ND slcfbsL s.__ peSik2 M1N eAu". b t G e-c V4tr,14 l•.a.t nr r - svt t Pie Lass -11-t11,.1 1 ps F . sS` 9. c,f, L-Qz s-‘ k (1,1) 7— z vi 0,G.0. 9- 3 r 0rOo n (i, s 9 Z e.1. s ' T... yC7erS w.. rs tITI r, ,4,:f MAIA Irt° CcIn ni YSIris s Ar•efl €L.a t D; 5 57 Robert L. Flansburg • 6 Veghan Court • Saratoga Springs,NY :2866 • 518 581 8079 Phone/Fax aep z3 i o ub. lop Koper!L. rranspur-g 3100010U/ p.v flus V\iN6 -, i — p c p, — &i '33Lx,rb Rick gD C) 65.k.ks 6kmatij N'1 DREA SC ES A-,.,:>;:f:-,i- Design with a new point of view. 4.:,..,..,-,..., 1 v s tom' Wit Imo' 2 ASS C-< 310 L.j: k r. E-FriErZ NIA L_ -s S Lcrt.._ C-c trF r--1(_t e_.r(S (ç.per) r^ t p,t,4 lrj 114-b fotz _q__V -SA SIT ,Fc, C y i ton p'•' `, s-,,,s 0 c s ( trt Dwvao) F - -5 E kl4 t-d 9• Zz'3 Cvrza r Fors C _ -- 017 (_siac.VrIoL,S) 1-7-\,_ (2- 1'2c S s wzr.-S v76Z-:::>-..- OCL i5 2tr2 -- O . 1 r _ m61 ' sett 1.‘c-ti.t(--t tri T7'y 2 D ) = i o l „Y1YL17' " 7 PeNtaA u_:::L -v.:L. F..:Acc- -r W1 WAa r-o 4 cb e 1 r t1 j.E'w.t...9 f l9. 2.- 7( y) °"7 (f,s 6 0/ r5 t 7.ea--i (1,61)0 4:57)(d`13)17i‘9 1? 5)("'"13;0 L 417-i( 351 19PS1.- 6 FA-G ,. N7w-ai 1 "'''"'2.0) PS. 9i btIP:-w fa 11,S — '7,C ! (1 .(.15-)(C°r1 r tzpsdL a. C tE it,,,,,,,D Robert L.Flansburg • 6 Meghan Court • Saratoga Springs,NY 12666 • 518._51.8079 Phone/Fax hep 2:5 15 U5:1 bp Kobert L. F-lansburg 5155515U/y p.5 iLS ktic, G i v(Sp cA) Z( f -lrrP /7.-ot<LT `a L.j 1. 0 s4cht./f JV,>/AL, DRE SC ES Design with a new point of view. S:°,z:.,::._;.,-----;`,;;;-" WIND Foo e st ST 'J G S I sVC r. - Lt ci F'ZA St.l 2 .S&I L3 7.17F v.t 1 pi A cts 14).t L T (2 "b ) Woa.sT C&j'C g, 80 ' D ruz, Wirrp 1,43.01/2 ie_ f .rJs t-_nD , (z) S/tazrej. ' Bo '(/c),IzAJ.4 r, .3.77r)-)00(yvALL kie4r:r? i/, I Z$ fL i . S 1-Lei iL iiii t4S J L a6 I 5;5W(` 1_"j7:1 Hort 6!LD ss sCl , r `` 4.z,' yz 8 MCI-a0(L rSAe4 I"- Cot./sreiz.,rn rivfLy WSJ I 0 ?s-- 0 rt 153-11/4.1 W140VA29 A 1-4E wn,zv s'1E's TorA t! W,,,r fl /,,,,,,,,,,,,c, -rh -Be_ PestsT 0 t67 •sur. /L W. 00')(...10 ) (._ 10 es-D -1-- 10,,,$) -,.._ I 6 00 0 1-6s , I- 61(- n f/.3 ca- si.verizrz. is, Tp-4GES e,. L,DLbJ a00heli J urn?sr ) ao U. Sta. ' /1/4 it,5ptd clr,r4 7 Ca Ci. Arm cs„,) A r /e3aNr[_ &.oe-,r__.S i /2`/o.(. /9"7f3)C vrntA ! irrrl---4,01 -D i,Tt S 4,z7/' TCse-Osf c4Lb; ST VLi95 /o"o:C. /-f 8 V 110 e-,&.A- › a...).11,.......a( k,YcsS Robert L.Flansburg • 6 Meghan Court • Saratoga Springs,NY 12866 • 518.581.8079 Phone/Fax Sep 23 15 06:15p Robert L. Flensburg 5185818079 p.6 AS 1r sec,A _ 2l "F t-tNIDP,c C NE_C.niS f‘ryDREASCES Design with a new point of view. 4 12-Th QUA/C . S t sett G-.-Ori A SCE 7 N\tSP,c___ to5.5) wA2y2.4,- C.urrty (Si-re CLASS (3 -PSL c) S s i y5 - Cfra ct, z sic„t-a) Sg9 0secs 1 F So/ Ji jYrc,ls AeZ frvkArj t,'n/, cue C174.!. CLASS L) num SPcr—L- sawsee 4 CCE ate' S r ss Gvzs (f ()(ci, 24) w o, sy J tzc FL . 1, C SMS ,r S c rvrs 5-Xc.Eo) = L, g0 1Dse_ 'Gr./ 5/J c? L Xe--S,eb,r.r,c 4C.ce(.11 -77deV.-1 Sa l 5-ms (0,38 ) a,z5'-6 6 i Z (c1c ) d, b° EC.3z cr Cc-U cy C G.2y SetsDesic.rl C4TE.G.e Ascfl P z&cp Acs__Ek-e24nc cc t` c I i3.5.Cr G•ves 33 C 1 ASE i S .cc s i=rzs{ tx A tY #fl(3,.I T 1 I b t3 3.z) Qvcs D Robert L.Flansbu-g • 6 Meghan Court • Saratoga Springs.NY 12866 • 518.58:.8079 Phone/Fax Sep 23 15 06:16p Robert L. Flansburg 5185818079 p.7 CD AIl-S WAC, SPCA _ aI 13u^so-gQc1t 1ZAi DREA SC ES ausg r' ": y Design with a new point of view. A , f- -Lc v4 1A4-4-441q) 4 siva C Pt2c. _ C_A-re_,c,rz.y sec = c. Av, d ,10 S-rte cot?1I c>x. 1, 0 S, (z o'--r +po .) Sr(2U.C-rt(„4 L 5\/S E rl\; JJ0 QT F2A ft.k.a NA.a—% w ti 1-L Si-1_A 2 Fit rn,_S R - lz l 303(4-3E_ }11-3t7,r----i CA-rt or,1 Cs, c L\cf\rr CA. = 9 D + i-e_c11,3 r A r c--r)u,,1 FA(-..-rurs A11L ' Sir(A PC-' 15CULDi .fCI tip, 1, . 4 R1 o Lt. Z. SeisrncC. 15,4,x_15,4,x_ S lep2 J711 t,, r' i 1 iitit O W = t 1-.. .pet, 1- D 0ct5'`1..p(Cj (1- --isr C1-u.-D IA-ct L -- -i'L3 F. S'— ivi L ') 1T% r 5 4/ = 0, 10 P Z1c-D 0e-re_n_("Apt A-ri .1 (T) 12i - 6 YZ CG, 1/7 CS i. z (6,iLC)C1,v) CI \?' 65C, IR6z/ 3 cc = , 0 0 fe>2 S1k,A2 W LN S h= I Nr o F utcot, tom ' Cs 6 ,C5-6 5r,5 A(UeS,C-4 CUFF iCi.F ( r Cc c,) — a, I i -zS l_i 1q Robert L.Flansburg • 6 Meghan Court • Saratoga prings,N ' 12866 • 518.581.8074 Phone/Fax T . d, 1 1 I Sep 23 15 06:17p Robert L. Flensburg 5185818079 p.8 At L-S A.G -n4— SPCA -=.1-) Bt.'''tD c.1 -ED C om s ,.(2-vi 14;\./ DREA SC ES Design with a new point of view. raie-t--A-Quoitc i,k3A-ts @a r•rr 1:3) VCs \A/ it- MI-4U b c si(.4J I` r 1. e 15 of ex,4L.Dvvc y6 036-6)6143 W = Ic.i• a F gLA_«.i,v,ic,w'1( 1 f‘_ 53: 93 yiL.50 aio t3 i p A-( el L.. Sc-1-SMiL X02cC._ Cvx V Fe- t Sm '- twui,s 412MAfS A Pe_r_te,0 O ,50 K. ,o ? cy, 1, 0 F), t-- V 4~sr„ c 'Fx.,L,ot..rr, D,L. iF-I, ___...? :I 7(6 G)4 74.'f°') ' agt)' ''-- 'C'VtA. --,":` 'i :1' 0 (s tis _ aLgs m o2o, -s rx ,0 (5-5;73 ) _ 5'59. 1 a.0 55: 93 1 JI?f 4 `' l k-« aop l onD ak stic,ton two a_s oic i Robert L.=lansburg • 6 Meghan Court • Saratoga Springs,NY 12866 • 518.581.8079 Phcne/Fax I itak FIRE MARSHAL'S OFFICE Town ofQueensbury IF 742 Bay Road, Queensbury, NY 12804 Home of Natural Beauty ... A Good Place to Live " i PLAN REVIEW Tails Wag Inn 21 Blind Rock Road I 2o1s-410 FILE COPY I 9/11/2015 I have reviewed the submitted drawings for the above project, and offer the following comments: 1) All egress door hardware shall comply with chapter 10 of the Fire Code of NYS. The use of a key operated or thumb turn device is not permitted. 2) Verify operation of all Exit/Emergency lights. Discuss exterior egress lighting with John Polunci. 3) Fire extinguisher locations to be discussed. 4) Carbon Monoxide detection to be added per section 1228.4 of Title 19 YC ; : _- 4 Deputy Fire Marshal Gary K. Stillman 742 Bay Road Queensbury NY 12804 518 761 8205 garys@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemarshal@queensbury.net - www.queensbury.net C r-d%i orr r—n ei—n'-r e SITE SETBACKS BUILDINGS REQUIRED FOR REQUIRED FOR EXISTING PROPOSED RR -3A ZONE KENNEL USE FRONT 50' 200' 569± 553+ EAST SIDE 30' ' 200' 412'± 387',± WEST SIDE 30' 200' 9891+ 893'+ SOUTH SIDE 30' 200` 316'± 208'+ REAR (NORTH) 30` 200' 200'+ 200'+ SITE DEVELOPMENT TA TOTAL LOT AREA 877,062 SF = 20.13 -AC EXISTING CHANGE IN PROPOSED I I PERVIOUS AREAS IMPERVIOUS AREASIMPERVOUSAREASM BUILDINGS 2780 SF 6565 SF 9345 SF ACCESSORY STRUCTURE -SHED 80 SF 80 SF DRIVEWAY/PARKING/WALKS 33,375 SF 5790 SF 139,165 SF TOTAL IMPERVIOUS 36,235 SF 123555 F 4$ 590 SF PERCENT IMPERVIOUS 04.1./0 1.4% 5.5% PERMEABILITY 95.9% 1523.301 94.5% k 553 1523.301 PON[) .. 0 0 W I CRUSHED STONE j ILQ ASPHALT: M r GATE,- ^05 S EXIST. SIGN_. , TO REMAIN a; h,. d: STOP. NATIONAL MUTCD 51GN PLAN 1—,1 . 18 x18 SIZEVERALLLAYOUT SCALE: 60 22134 O SCALE. 1» 120 11117 yLo t o 1 C527x. C - 4E n 0,