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2000-784 TOWN OF QUEENSBURY 742 Bay Road, Queezxsbury, NY 12804-5902 (518) 761 -8201 (E)w ConlLmunity Development - Building Ss Codes (518) 761-8256 A BUILDING PERMIT Permit Number: F20000784 . ^� rr - s phcation Nurn.ber: A20000784 Tax Nfap No: 523400-046-000-0002-002-001 -0000 permission is hereby granted to: SCHERMERFIORN CONSTRUCTION CORP. For property located at: HAVILAND 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. OwnerAddress: FAMILY GOLF CENTERS INC Type of Construction Value 4TH FLOOR, 538 BROADHOLLOW Townhouse 250,000_00 MELVILLE, NY 11747 Total Value 250,000.00 d Contractor or Builder's Name / Address E lectrical Inspection Agency Plans & Specifications 2000-784 7 Eagle Way, Building ij Ili land Springs un1 ow ottse $884*00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Thursday, October 31, 2002 (Ifa longer period is hiequired, an application for an extension must be made to the code Enforcement officer of the Town of Queensbury a expir on date.) Dated at the Town of Q JeV .�4V/day 1, 2000 SIGNED BY 4,7 for the Town of Queensbury. Y_ Director of Building 8r Code Enforcement Itig -at Oft f0lCL'f1.5'b11f y - UrlN. rf GxJlJrrrrrriry ,Uc'i'cln sJ+r'nI 7d.2 lfrr i BUILD I N G ctt f ! Nrr<rrl, S�3rrc a rl shrrty, NY f 28GW �7Gf-512SC f c [fvC ENt vfr �� LAIEN •1• --�� Regt4rernellts prior to issulllec LA . xil rlulat too otllnincd beroro of Ibis jleyinil: _ ln� cr)luitiix. Nn irtal.cntilinH !'L•:ItANT' FIL NC).aulelo enllit ul)Ilricunt 1ultr rex civicel ttU 111JlLr)lNCr plsRMI`1'. Altnta• mlx►aea oil Illty ulll}rtcnrttlriAicw ! Lraatw completed Abd- rho 618121rlllra 1Ull7C3N FEE PAIL) $ lrrl[rcausl efelenr eL1i linoltl'Y!L•"IYloll rtrrrn. t1....t r,,,. Slot{ J SSlilrrllvlaiilxl J S7EIler __ .. lZet:fCE11111Tr 1'Cl3 1'nytt}cnt rr,•irt jig ),irrr.vor Ai)rlicnls (: � �serv�t r' �+ o Owner: Address: Address: i'ltauo # �5115 22A ' _cz Z Property Locntfan: t' Subdivision Nantc: a/ } r..r " Tsix Mill) Number f � -' Secliun llltx:k f ,rrt NATURE or p1tol'OSEU YiO1t1C : New llui lditxg0 ElSTrMA• h"D MARKCT VALUE Or Tlin real,denco / conurtorclrsl CONS'TRUCTZONI Add.iL- lon to Building : realder) cta / corT11114arc1ral OCCUPANCY AlLeraL- lorl Lo r311 .ticlillgl I tyro rtMAxIon veoldellce / colluaQeclal. 1.' rlillavy Liu .i .lding Realdcnct) / Calnnlerclal .1F, Singl. o Faintly r)wellil)g rxo c h " llgo to oxLinvlol r) .3. r, e) Two lain-L .ly r)wczllincl • -.�. �. t4'rlrn.C. ly l)wol .11rrtl ' Other Work ( describe below ) i�f 5 -1 . c: a Mer-colit ile Manufacturing GROSS AREA OF PROPOSED STRUCTURE & IsL i•'loOr . . . . . . . 457 sq • ft " ° S$M If ADDITION , what will use 2nd .FLoar . ' . . . . . . . y+ p � sq . L . Ox liew, addition be ? : Other ).' loors " " . . " zS r1cl . ft . ( nOL u1lfinislled cellar or baaelueliL. ) ACCESSORY HUILUINGS : TOTAL FLOOR AREA : , 1 Det ached Garage 1 , 2 car SQ . t� 1 . AtLached Garage 1 , 2 car SIZE OF NEW STRUCTURE a Private Storage Building le Colnrnerc,i.al Storage Building T•olsndai: ivxl '['y1)e! s NumUc3r Of Crs a �r� 7�� will all yy necorxd- an ra d or cingrdoci SCor 3. os : — tx lumber ( 1)o xsesad ? T C no , for what ? lnlalLablo ep'nr: o o :} ,i.y)a� 1140 l. 911 C ( cox nclo Lc1 rlcicja ) C can r. . ; !'.✓c?___ ttlltn!)or of fi el) lacou and Qcictr3tcave ry i, cii�Wiir :nrirrc: sxr;'tt ci : to be f. nsLalled : •-•c► � 4t irclo all will h applies ) 1: 1ectric Oil / ( ae, / Wood ' orced IIoL hi / Daseboard / Other Person rr*epollsiblc for superv.is10 codes is : 11 Of work as regards to building Ntai'lle � c5 6-7 Builder ; .Izijlibi Addresu €t i'ilone Plumber : Mason * � o Electrician : — 1 PEOMlR A7701V• Please slgtr below afler' you have carefully read the staleJrrellr. '1'u 1110 best of illy knowlek1ge tiro s1:ltclnonts conf,lillecl ill 111is 1lpp11crrtioll, Together with live lrlclt}s :isid specilicatiolls stilmliuctl, .11-c Cl 11,11c stn(l complcic sla to'I'cnt c)F :t11 I)rolx)se(l work to t)e tit)r1c can tile. elt;scrit)oe1 r)rcilliscs arltl 11ml :tll pt-ovisitms csf 11m 1Sllildiiil; [:'tx1c, Iho le)nint; CJIIIiu:ulct> ;1iul nil kmiler Jaws Irc1•taieling to llle Ilroixise(l work shall l)c Ct111111lied \villl , W1}elIlCr sI)ccilirci t)c rrutcsl, nieel 1h:xl ds su work is :xuehorir_ct1 11y lilc owner. 1 url ler, it is uinlcrskxxl I11:11 JAVC %hall snhnrit Drier' to .} ces- ilicate of 0eculmlicy'mp C :ctliricuto c)f Coull)li:u}cn I)cing i.snea, nil AS 1SLI1L'1' 111�Cyl, PI ,M4 I}y n liccnscct siltvoyot•; (11:1wII to scale, s11Owiiig cxclual lcx;ntiun or j)rc)jccl on 1)resiliscs. Signature: (owner, owner's agent, arcilit t, colstractor) ��' Applic;ltiott for 1'ertttit _ SepHc [),sposal System ?'v1vI1 of Qrfec1lls filfly 742 Bity l?r.+r1r1 Qtteellshrrry0 NI' /28(1.1 (SIB) 7GI-rSi2SG 1 . OWNER INFORMATION: Location of installation: �' G S cherxnerhorn Properties �'(}Q(j _ Tax Map No. �, 7 Eagle Way, Building 2 Owner's Name: Hiland Springs Townhouse ScLcr or- Addrosa: uunits 2. INSTALLER'S NAME 3. RESIDENCE INFO PHONE NO. RMATION: (circle,yearofdwelfirt r , 11 bedrorJnls' with applicable a/lvinr/J rY Gee r�a�r,1 to E5 uand Jo llcip,r , I! r f PP K I q } ficriv) �r crf I�I° is°� Na, of Bedrooi is �, Corn uta ion Total Dail Flow I980 or older 1980 — 199I 150 gallbdn-in 1991 - present x 130 gallbdrin x 1 10 gallbdrner Garbage Grinder Installed yes / no Spa or Wlrirlpawl Installed yes / no 4. PARCEL INFORMATION: (circle applicable inlorrnation &. indicate rlleasurcrnents) To fra la r _.__$oiNary uro G 1%7crd +�ouiid Water I3edrock_o_r lilt-crviaus fvla[eiiaf 4i7oinestic Water SS�plaly ,rrrnrri rrr li^lrrri r% rilr ii<JIIIrrK lr�eryt I to/ IV/per/ eiclsnlr S'feep sivlJe clay �i:c�i lvc 11 slope Other ff1ve11; waler ,rrrpply deplir: f-onr arty septic-sysle/tr Percolation Test: absotpioft is (?n be c�01"I' leied by ficen rerlPrrYirssional engilterrr rJr rtr'chliecl) other noblute per inch 5• IronsPROPOSED SYSTEM: Tar !yc►r Cartatntctiettt: All individual selvage disposal syslellls must be designed by ., licensed profcsSe t is lank ccr oacicftilect (uulcss installed in a l>larnrirsg Board allt)rovcd subdivision . Add 2511 Of llae sclHie lank aucl lcaclr lYc1d for c:rclt Garb:igc Grinder, Sp:r or Whirlpool 'i'rrb. y scd lions 1u the si/.c Septic Tank: a//on ("mint. size I, 000 gal.) Tile Field: each ft ench �JJ. Total System Lerigt't: Seepage Pit(s): number 10 size of each; fl by Size of Stolle to be used: II /" cicpfl+ or flrlckrrcA^rs -..._.._.__ crt Bed System Size: x Alternative System: IerrgNt cittcUor size 6. HOLDING TANK SYSTEM: (if requires!) Number of tanks: 1 Size of eacla: gallons 1 TOTAL Capacity: gallons Nole. Aland System and associated electrical work must be intspected by a Towns approved electrical inspection agency. 7. SIGNATURE & INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please dote that pursuant to Section 136-29 of the Code of We Town of Queellsbury, ally permit or approval granted wlriclr is based upon or is granted ill reliance upolante :illy rnatcrlal n11Sr'epreselltat circrrerrstauco Oil Or failure to snake a r:Taterial fa known by or Ott bellall' ofan applicant, shall be void, ct or 1 'lave road tiro regulations with reslrect to this application and agree to abide by these and all requircrnerrts of the Town of Queerlsbury Sanitary Sewage Disposal Orclirlarrce. Signature of responsible person ©ate Schermerhorn Properties 2000 - ENERGY CODE 7 Eagle Way, Building 2 TOWN OF QUF Hiland Springs Townhouse 4 0 0 o F 6 units compliance Methods : PART 5 - Accepr.a.D .LG 1 & 2 Family Dwellings ( only ) PA.Rrr 6 * - Thermal Rating - Component Trade offs 1 & 2 Family Dwellings ; Multi-Family Dwellings ( 3 stories or less ) PART 4 * - Design by Component Performance Commercial Buildings -Hi Rise Residential * Requires submission of worksheets APPLICA-NL T r S NAME : PROPERTY LOCATION : ojnsf C/1 orp. ,oO Eit} '4�� PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE : 1 . Gross Floor Area - 64g q scsuare feet 2 . Tv-oe of Heat - Electric oil x Gas Other 3 . Is "bullding mechanically cooled ? Yes x No ? er tentage of area of windows and doors x over 17 Under 17 % 5 . R -V.P. :JUES FOR INSULAT7.0N GIVEN BELOW ZKUST CORRESPOND TO R- VALUES AS S 'H.Ore'N ON PLANS SUBMT_'_'TSS7 : a . Roof R 30 r�+ . Exterior walls R G$' - c . Glazed areas R _ i. s d . Exterior doors R iaW5 � e . Floors over unheated spaces R . / 7 _ - _ Edge of slab on grace ( heated building ) R /J g _ Basement / cellar walls ( above grade ) R �j 91 — l+ . Basement / cellar walls ( belo Ar grade } R - i . Heating/ coo ling-c,ucts ~pip irig in unheated space R +/. G 60 Service ( d.ometistc ) hot water heating device Conforms to rni n.saum e fl ciency per code ow Yes No TEMPERATURE CONTROL MAXIMUM SETTING 1400 - WILL NOT SE EXCEEDED Apn I c Phone Numioer 12oo � 7 Zr - Ci f'. -'/ 7 I �7SP = C CR ' S REMARKS : RESIDENTIAL FINAL INSPECTION REPORT Office No. (518) 7614256 Date inspection request received: Building & Code Enforcement Dept. of Conanrvnity Development Arrive pa Town of Queensbury torts Initi 742 Bay Road Queenshu New York M04 _ L NAME Pmtl+,RT #1 LC}CATION DATE Z - f TYPE OF S C N/A YES NO CONUVIENTS Chimney Heightl"I3" Vemt/Direct Vent Location Fresh. Air Iniake Plumb Vent through. roof Roof Complete Exterior Finish Camnplete Interior/Exterior Railin s 30" to 36" Exterior Handrails, balconies, in. or more. Interior Handrails stairs both si 3 or ore risers Caude 2% away from foundati W, clearance to sill glaze Gas Valve shut-off exposed► ator 18 above grade Gas Furnace shut-of within feet or thin line of site Oil Ftunaec shut-off at en to area Fcunacemot Water Beater o Relief Valve(s) installed Headroorrt, 6 ft. 6 in. on Basement stairs, 6 ft. 4 in. Handrail exterior stairs both more than 3 risers Interior priva entrance 36" Floor Finish Batliroom/KitcltetB .ight Interior Handrails18 in. or moreRailing across wi lls Smoke Detectors: every level every bc**om outside every bedroom inter connected Bathroom fans Plumbing fixtures 41 Foundation insulation 3/4 hour fire door/door closer Garage fireproof Garage penetrations sealed Furnace in separate room protected (in garage) Light ventilation per room Safety glazing. My our less from floor Final Electrical Site Plan/Variance required Final Survey Plot Platt As Built Septic System layout regained Okay to issue C/C (Certif- of Ccnnpliance) Okay to issue temp. C/O (Celif. of Occupancy) Okay to issue permanent C/O (Certif. of Occupancy) r/ SH ID FL Zyo. ............ pL,�e� l 33ri3� 'r .......................�. ,........... ...... rn��'�c pert. No e. . .... .. .... .,..... O� , � .. tp. ......... '� �.,... , pest ......._.. ( .., . ,. yrer,....... .. .... IA�, .............. ' .......... ...4� y}l r, ,...�. .._....... tWcisi5 Oil SCtlt$ 6� •.. ......., •G •' .................. Jr .... o, ............ fe�iously t" si ... tc UPDn the L Y Y .-. certtftcate P stallation Ga (o L t............. ln, ...... ............... �.y'� �r .. te. and anY of ,date. ct�on• �,,y� /■ ' tti s ceittfica �yiitons e far 4e d i tts 4C ' ........ iAA......................... on ( .............. 9 1 'A�`_.,..._...., issttattce of tt„stallaton c tlY mad time an '.romp anY ....�....... �.............. erred the ettt and 5'riatl be P coons at . ■rtStalled SY •..... ns folio Ntn gp4 electrical c t P apPlicat+f 23011, "nsl e e Con vets the = alterat.o tiYil0Se o th tf led% co ent ° the P ev ke ■ coace�d s cenoftadd'oonal e4u ant shall av the ciSt t to y r N p.A•,t.A .► ctiton oC this CantP Shall 'h ................... •..................... 4ntrod`ns ctots d the ComPanY l�Se� Aap4 .. ....... ate c, 0%ate ' 1 ,rules �ry ,��'•I, ..1....................� rjate....... r'ENERAL' 11VSPEG'TION REPORT ( 518 ) 76i - 8256 f Town or Qumusbury Date inspection request received: 4' Dept, of Comnrux ftY Develapnrcn# Building & Cade Enforcement art ` �1 lax Bay Road Arrive am/pm D� (2ueensbury, NY 12804 Impector's Initials PST # NANIE: 1e DATE : LDCAil0 TYPE OF STRU RECHECK N/A fA YES NO COMMENTS 1 FoatingsfPiers Monolithic Pour Form Reinforccmeut in Place The contractor is resporm e r providing prowa on from trig for 48 hours following the nt of the concrete. Materials fox' this purpose on Foundation/Wallpour ReWorcement in Place Foundatiotmppr0° BackfiU Approval plumbing finder Slab Plumbing VentfVeAts Rough Plurnbi Ro � a�n Founfttitm Walls Interior Foundation Walls Exterior _ Floors R- Walls R- V M i"C A Ceiling R- w� 6 � Duct work or piping to � C r r1 unheated. 'spaces R- tt �" G'"_ ��rpper Vent, Attic Vent t> CnIkz-,, Tack S7wzis. P=��"*s_ 7r3racinFJBr►dgin" ---- � �' -- 4 �� joist Hangers Jack PostsIM8im 13eaxn Air lufiltration Barrier Fire Separation 11 2, 3, hour penetration Sealed Fire Wall 2, 37 4 hour GENERAL IIVS.�'ECI'I()1'V �pORT ( 518 ) 76I - 8256 'town of Community gate inspection request received: ---- — Dept. of CommunstY Development Banding & Code Enforcement t 742 Bay Road Arrive /pm Depart QuueensburyIJ NY 12904 �l�toes Initials PERN11T # NA VIE' DATE L©CATI TYPE C+F S U RECHECK NIA 'Y>r'S NO COMMENTS Fooftgs/Pi - — ---- Monolithic Pour Form _� tk 1!j .�'^� Rzinforce ent in Place , , 'S o V cX 5 The contractor is �e for 1 J {�E lP. y. e prig protection from freezing { 'w.0 `� for 48 hours following then of the concrete• ,Ac�-+�- Materials for this purpose on site FoundationfWaltpour �� cJ .� kc-7 Fteinf'omement in Place J ty �— Fss+�tndation/Da'mpps°° �-�'A(0 614' k swill Appr�+� ��, Plumbing Under Slab �t �* -- `7 - A 45 � Pi Vent(V in Place C l Plumbin at Heating gtyuglf-In u �- !"(M C t'T Snsttlation Foundation 'Walls Interior - Foundation Walls Exterior Floors R" Walls R� Ceiling R" Duct work or piping in unheated spaces R- Attic Vent Jack Bracing/Brid9in Joist Hauggm lack posts/Main Beam Air Infiltration Barrier Fire 5eparatiOn I, 21 3, hour .on Scaled Fi all 2, 3, hour cs ' (,ENERAL Iml,REPQ RT ( 518 ) 761 - 8256 Tawas of Queensbury pate inspection request received: Comm peps. of Community Dawelnpmen# Building & Code Enforcement p 742 Bay Road Arrive am/prn Depart�e�. Queensbury, NY 12804 inspectors Initials pEptly T # NAME: DATE : z. LOCATION: 7 a TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS I FaoringsfPiers Monolithic pour Form Reinf"eement in Place The ,�mtracLor is spoil ble r providing protection °g for 48 hours following 'cot of the concrete. Materials for this purpose site FoundationlWallpaur Reinforcement in Place Fours ation/Dampp ° Backfill Approval Plumbing Under Slab p3�nbiPl ro in Place gh Plumbing Heating Rough-in_-__. - Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R" Walls R- +Ceiling, R- ihct work or pilling in unheated spaces R- Proper Vent, Anic Vent Framin Jack Sritd�s------- BracinglBridgin Joist Hangers Jack posts/Main Ream. Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL INSPECT ON REPORT ( 518 ) 761 - 8256 Town of QueensburY Date inspection request received• c Dept. of Community' Deve"fe"t Building & Code Enforcement 2 `7 742 Bay Road awpxn Depart - - � NY 12804 Arrive Queensbury, Iny►pea'tar's usitlals ��. PERMIT totN �� E : LOCATION: TYPE OF S1 RU RECHECK -' N/AYES O COMMENTS I FootingstNers Monolithic Poser Farm Reinforcement in Place The contractor Its rosponsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pub on S FoundadonlWallpvur Reinforcement in Place Foundation/LaatnpP n BacWl Approval /( plumbing, Under Slab plumbing Veinin ents IP C7 U L � plumbing, —_-- ing Rough-In insulation Foundation Walls lnlerior R- Foundation Walls Exterior R- Floors R- Walls R" Ceiling R- Duct work or piping in unheated spaces R proper Vent, Attic Vent Framin Jack Studs/Readers. BracinglBridgkit¢ Joist _--- lack Postsfmain Beam. Air Infiltration Barrier Fire Separation 1, Z, 3, hour Penetration Sealed 4 hour in V GENERAL Lyr,P,E�^1[7N REPClRT ( 518 ) 761 - 8256 Town of Queensbury p inspection request received: _.��� Dept. of Community Development 7 Building & Code Enforcement '742 Bay Road Depart Arrive Queensbury, NY 1280Arrive nspectoes initials { PERMIT # f NAME: GK LATE LocATION: f YPE OF S TR TEE RECHECIC NIA YES NO CONUvWNTS i FootingslP icm Monolithic Pour Form Reinforcement in Place nsible fo The contractor is providing protection in freezi for 48 hours fallowing place t of the concrete. Materials for this purpose an ste Foundatianl'i74'allpoor Reinforcement in Place Foundation/i]am1�P TtfO Back ill Approval Plumbing Under Slab plumbing Ven lVents in Place Rough Plumbi i;eatin gh-In I on Foundation Walls Inieri R- Foundation Walls R R' �D i Floors Walls R- Ceiling R.- Duct work or piping in untreated spaces R- proper Vent, Attic Vent Frami lack Studs/ors- - -- BracingMAdgin� Joist HaaSers---- ••-. lack pos &IMa;n Beam Air Infiitration Barrier Fire Separation 1, 2, 3. hour - Penetration Scaled Fire wall 2. 3, 4 hour Firestoppin f;ENERA+ INSPL� CTIDN REPU.RT 4 ( 518 ) 761 - 8256 Town of QuecnsburY Date inspection request received: Dept. of Community Development Building 6f Coda Enforcement 742 Bay Road ~ k.Arrive}_ "' p Queeusbury, NY I28�14 ngpector's In[Ri �+► — (i 4 PERMIT # E / I� ## NAME: LOCATION. C3� TYPE OF S'TRU TURF: RECHECK N/A YES NO CoNfMENTS 1 Footingstmers Monolithic Pour Form Reinforcernerit in Place risible for The contractor is respo providing protection &DM f eezing, for 48 hours fallowing the went of the concrete. Materials for this purpose on site FoundationlWallpour Rcinformnient in Place Foundation/Darnppr oafi n Back ill Approval Plumbing Under Slab plumbing Vent/Vents in Place Rough Plumbin H g Rough-In t�ation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- - Walls R- Ceiling R- 13uct work or piping in unheated spacers R- Proper Vent, Attic Vent Frami Jack Stn�flereders Bracing/Bridging Joist Hangers Jack Posts/Main 'Beata Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 how' Firestoppin �E ERAS rrvs�Eea�ror x �+oR� ( 518 ) 761 -8256 Town of Queensbury received' Dept, of Community DeveloPmer►t Date inspection request Building. & Code Enforcement 742 Bay Road Arrive am/pm Depart + am/p Queensbury, NY 12804 Inspector's Initials . (p_C'�-__.�" �Pc s efZ PERMI"I� # � r 7 {7 Nam: ��..�..�,�. DATE : s- r LOCATION-, 7 TYPE OF STRUCTURE: RECHECK N/ YES NO COMMENTS I Food sxBSJPiers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from €rewAng for 48 hours follOWIng the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/l3an+pproofsn Backfill Approval Plumbing Under Slab Plumbing VentfVenis in Place vePlumbing \ C�c a 2 CEO 1`, c :woing Roogh-In insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R" Walls R- Ceiling R- Duct work or Piping in unheated spaces R- proper Vent, Attic Vez3t Frarn in Jack Studs/Headers BracinglBridgin Joist Hangers Jack Posts/Main Beane Air infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 37 4 hour Firestoppi y GENERAL INSPECTIfJN REPCJRT �. 1 518 ) 761 - 8256 C 1 Town of Queensbnry Date inspeetisn request received; ]kept. of Community Development Y` Building & Code Enforcement 742 Bay Road Arrive �ttn/Pm flepart Queenshury, NY 128{!4 Inspector's In s PERMIT` # '^1�' '" ` 1 NAME: DATE ; L.00ZIQN: TYPE C OV ISI R CT LJRE: RECHECK N/A YES NO COMMENTS l Footingsfk'iexs monolithic Pour Form Reinforcement in Place The contractor is responsible far providing protection from freezing for 48 hours following the ern Of the concrete- Materials for this purpose on s Foundation/W al lr Reinforcement in Place Foundation/D fin Backfill Approval Plumbing Under S �PL ng Vent/Vents ' �-' pl fi' c�Vir CcC�4►e , , - Uz'/o 1 Rough-In � �yQv V�� Insu 0 Foundation Walls Into r R- Foundation Walls East r R- Floors R- - 'Walls R- Ceiling R- Duct work or Piping i u eatod spaces00 R- Pro r Vent, .Attic Vent F Jack StudslHeaders —__._--.---- Bracing/Bridgino - Joist Hangers J Posts/Main Seam Infiltration Harrier 4� ;re Separation 1, 2, 3 Penetration Sealed �.�� Fire 2, 3, 4 hour na C� . ,— t'� C ENEFAL , PECTION REPORT ( 518 ) 761 - 8256 �✓ Town of Queensbury ]late inspection request received: DepL of Community Development � Building, & Code Enforcement 742 Bay Road Arrive am►'pn' Depart ee Qunsbury, NY 12804 Inspector's Initials L4 PERHIIT # NAMI 4 DATE 1.rCfCATI+D ,, TYPE OFS RECHECK NIA YES 0 CO7M1"ENTS N./Ootirngm/Mers�_�._..___.. Monolithic Pour Form Reinforcement in Place for The contractor is respo providing protection freezing for 48 hours following placemen of the concrete. Materials for this purpose site FoundationlWallpour Reinforcement in Place Foundation/Damppmofin Backfill plumbing Under Slab Plumbing Ventf Vents in Place Rough Plumbing_.____. Heating Roughdn Insulation Foundation 'Walls Interior R- Foundation Walls ExteriOI R- Floors R- Walls R' Ceding R- Duct work or piping in unheated spaces R- proper Vent, Anic 'Vent Framing Jack Studs/Headers BracingBridgin Joist Bangers Jack Posts/Main Beam Air Inf'iitraution Barrier Fire Separation 1 , 27 31 hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppi GENERAL TIGIN RE PCI RT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Arrive amfpnx Depart l/ Queensbury, NY12804 llnspector's Mals NAME: PERMIT le NAME 10 Fr- DATE .LOCAI G /v TYPE OF STRU RECHECK NIA, YES NO COMMENTS Footings/Piers monolithic Pour Form Reinforcement in P The contractor is n ' le for providing tyro tx I n from ing for 48 hours foll ng the p tnent of the concrete. Materials for this pu on si FoundationJWalipour Reinforcement in PI Fo uon/DarnpprOO kfill Apprxaval Plumbing Under Slab Plumbing V is ix Place Rough Plumbin Heating Rough-In� insulation Foundation Walls Into 'or R- Foundation Walls E or R- — Floors R- Walls R- Ceiling R- Duct work or ptpnxg i unheated spaces R- proper Vent, Attic Vent Frami Jack StudslHeaders Bracing+Bridgin Joist Hangers Jack Post s/Main Beam Air 'infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 21 3, 4 hour. Firestoprpin I t 't'r _. -"------...------ \ (A .. —. �.. I .�.__ � I - ) S05*54'38"W .1. ��288.82' _ _�-- � � '0'3 _.._._ .... '•F— CASTING 8" 5EWER ..... _.1. .....__/ \ / LOT 1 \ ' 1\ `\ .—."I.i-A . ... -4 �',. . \. '--1-1 _ \, t I/ .--. — ;; -r--'=..' ,N�W;k'--� '—, , ' --'�\ �/l— Q% -- ,..--.-.--.--""-."..—.."--­.]*-.--. ..."...—..".'. **..' *—f---.1-­..."--­—'--'­.-"-..'--..3. --..-0--�——2 ----*,-----------------*-.---.,-*-.,.—.-. ..-.-... .-....."...,--...--—. ... 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I , , , 640 \ B i : I/� .r .4. \ TDYWOUSE i : : / it \ r' t � , �~ `. - - i \ ; : : : - I / %�' .."". ..'..' .- .1 I-` I do I/ / \ \ \\ \ \ � \�\\N, \-\ \\k\�1\ \ . ..� _ \ , �-, r>:rac / i l / _ f ,� :-- ;- -- PLANT LIST \ � __.___. - � , 1� '''\ \ \. Dear r' � �.�• , i, \\ \\ ' \\ \ . '\NN "' % -;'\',( \'-�,\-1% 'P"-'—.. I . I - ) ..-," I /-I /-,/ / : 1"/ ,)� I I / ,: -` \ i \ \ . , - .N, •. \ , / i t f . t , \. �- / aCK / Kr 1 \ " _ _ _---. ...............-_-- . _ .....-_._ __ _ --- `\` \ �-. \ \• _ \ \ _.._.._---' .—_.................�. ` `��� ` - --'"ter - \ \ Nu TC 5��\ \ ..\ ,� __ r` \ \ \ `--------- 1. THE CONTRACTOR SHALL INSTALL 4' TOPSOIL N LAWN AREAS AM FINE GRADE. \\\ \ �, Z. AREAS INDICATED AS LAWN SMALL BE SEEDED \``'\ \ `� \\�I`Li \� \� j\ - NAM LOFT'S TRIPLEX GENERAL MX• 1 \ \ \ ` \ AT 40 APPROVED FER loons MRATE �GtED Wnrt�s S00 TRAW r olt HYDROSARTrR �EEDED. RTLMER c5-io-5) . \ \'.%: \ \ \ \ \ \ \\ . 3. PLANTING 501. FOR BACKFLL OF NEW PLANTS AND PREPARATION \ \ \ \ \ OF PLANT 805 SHALL BE A MIXTURE OF i PART TOPSOL 1 PART COMPOSTED \ . \ \\`` \ \ \ \ \\ \ ,< ` \ MANURE, i PART PEAT MOSS AND 5-10-5 FERTILIZER AT i b per 20 of. \ \ \ \ \ \ \ � /\ \,\ 4. MUL.Cff FOR TREES AND SHRU85 SHALL BE GOAR5E SHREDDED BARK. FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL •, \N \ \ \ \ \\ '�K \ \ \\ * I '� \ 1 5'� \ \\.\ \\\\\ \ \\\ �� sA' 5. MLLGH FOR SHRUBS AND PERENNIALS SMALL Be FINE SHREDDED BARK. ���,�� � . �` \al ` �\ \ \ FREE Of WOOD CHPS. LEAVES OR OTHER LINACCEPTABLE MATERIAL. \ • y \\ \ , \ \ \ \ \ �\ \\ \ �> \ \ 6• THE CONTRACTOR SHALL INSTALL ALL PLANTING IN STRICT ACCORDANCE WITH � `)�\ t � \\ \ ` \ \ ` \ �\ \\\ \\.- THE STANDARDS Of THE AMERICAN ASSOCIATION OF Nwseity EN. \ \ \ \ \ \ \ \` 4\\ \, \\.�\ \\ \\ \\` \ \ N 3 5HREDDCD BARK jqr wn N 3 HIGH SAU CER AMENDED PLANTING 50L ,, ,� t ti. 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AAvbr i4 1�� r IC a) z � a a 1.4 O I 0 t M ao it w W ao a 0 C-4 au .4cq ' w o 0.4 a 0 F W 0 0 a A 0 z160 .M. .�y M Nnl ;I Z or- a Ea PC M d C-,-+ a pq p N pq W �- F+•1 z -44 6 wg Aa 9 u a A 1 W u cn .0 es � W. •-1 4 ao to U Q an vlz 94 U O it W` = � � a Un W w Aa cn UI pw 0 0 M g A t Z m co �i-V4 OMP J4*/ Za 2000 Re 11-19-m 8 k% T-w sp 8- 3 SHW3Or- 4 i 36" FEMCE POST. 10' oc MAX DRIVEN 16" MN INTO GROUND SLT STOP FABRIC EMBED 6" MN N 5ROUND UNDISTURBED GROUND r-ofti&iC1NP e^LITCAI FMrr- - A5PH&T PAS 1 1/2" TOP COURSE ASPHALT 2" BINDER COURSE ASPHALT GRANULAR SUBBASE COURSE a NYS DOT SECT. 304. TYPE 4 COMPACTED TO 40Z STD. PROCTOR qO gOt T5 ANDARD MOCTOR PARKING LOTS NOl ► v a�A6u. mom sw m w mm rrs"m soar+ CUT Off u"On 0QwR Suet —w , roc KEN rat BOLT BASE Cove or+o4c R rag aw cow KBOLLTSIi /LEVELING NUTS A5 SLrn= BY UCHTNG MIAMJFACTLM CONCRETE FOUNDATION CrORMED ABOVE GRADE • I I t' . { I. ,SMOOTH FLASH. cHA m ALL CORNERS I I fNSH GRADE / a I \ ti\ •. /� \ / /t/ f ' ELEC CONDUT CGALV 4 \..:.. i • I : '.: �f� wo DIM. 24" RAM9 • I ::%/: 8 �F7 RODS YERT.. SPACE EQUALLY %�� •f 4' , • r y\\i; #4 HOOPS ' 12" oc. 12" OVEW.AP 2•-0" PA. ROUND BASE "TH FORMED) if7— �' fj' ;/i 4000 P.SL CONCRETE GUT -OFF L16HT DETAIL NMES 1. SEE PLANS FOR POLE LOCATION. 2. CONCRETE TO BE SMOOTH RUBBED fN`•w• 3. COORDINATE NSTALLAMON WIT" OTHERS TO Ae-W OW e t6MPLETE PACKAGE Wm1 CORRECT NOT TO SCALE LENGTH VAKS SEE PLAN ❑ 1 ❑ Q SWALE 2"x2"X3' STAKES OVERLAP ENDS EAGi BALE BAl}:D MAY OR STRAW /1Q _�" X fHSHW GRADE . - 56GT10N HAY BALE FILTER DAM U 1/2" RADIUS iiiiiWil ME 0 SMOOTH RUBBED FINISH on CURB INST&L RIP RAP ON SIDES. AND TOP OF CULVERT END FLARED END SECTION w/ BOLTED COUPLING BN 12" w& DOT MEDIUM STONE ML 10' LONG by 6 ' WI Z [. .._ W-11M ia 6•• GRANULm SUBBASE COURSE MYS DOT SECT. 304. TYPE 4 COMPACTED TO q5Z STD. PROCTOR NOT TO SCALE ADAPTER MTNG IF REOMM WYE. 450 OR 6d� 450 OR 30O BEND AS REQURED 6" SERVICE COWECTION • OR .' DEM GRAVE]RED min COVER AS REC&M—L L4F• SERVICE CONNECTION PPE BEDDING MAIN SEWER AS REQURED OWTION w wIll.n C*MX I ON mommmmommm K NOT TO SCALE NOTES ALL SEWER SERVICE AND CONNECTION WORK SHALL BE IN COMPLIANCE WITH THE TOWN OF QUEENSBURY. rIMISHED GRADE IlI�• CULVERT PPE BURY 00 4' INTO SOIL 4' PM 92 STONE NOT TO SCALE 11� 6 TG"T TG"• SMOOTH RUBBED FNSM on CURB 3/8" x 3/4" DEEP TOOLED JOINT BROOM Fr#M PERPENDICULAR TO WALK i/2" RADIUS 1" 5" CONCRETE WALK SEE GONCRETE DETAL C i� �: ► �; ' : 6" x 6" NO. 6/6 WOVEN WINE MESH . , IT' C*ANULAR 5U88ASE COURSE ASPHALT r ; . }' NY5 DOT SECT. 304. TYPE 4 r COMPACTED TO q5Z STD. PROCTOR C' . SUDGRADE COMPACTED TO �ii%\\r/�r/� ,� ii'��//,•' ��f�r,!;/` ";``�f'— 90x STANDARDPROCTOR f \/\fir`\r�� :,,; r�. / .• •.. GRADE AT UNPAVED - AREAS RESTORE TURF EXCAVATE TRENCH WDTM MPOW WDTM EQUAL TO PPE PLUS -W rT. o 4 PPE NOT TO SCALE �,-- MACI•MNE BACKFILL W/ i NATIVE MATERIAL COMPACT IN 1'-0" LPTS C4" MAX. SM TO q5Z MOOM PROCTOR SELECT GRANIA.AR MATEWL C100Z PASSING 2") TO 18" ABOVE PPE. HAND I ACKrLL. 6" LIrT- BEDDING G" OEM — SAND. GRAVEL OR CRUSHED STONE CTO 1-1/2") PIPE EXiGA1PATION BILL DETAIL L NOT TO SCALE 140-F 10 ow" INSTALL HAY BALE DIKE AROUND INLET UNTIL AREA 15 PAVED HEAVY DUTY FRAME AND GRATE FRAME TO Be MORTARED TO TOP OF STRUCTURE WRAP GRATE WIT" fLTER FABRIC UNTIL AREA 15 PAVED ET Y N 16,11 2.,,6.l rm rf-r GATU BMIN DETAIL FLASHED GRADE PPE TO Be MORTARED N PLACE SUMP 12" DEEP min. NOT TO $cue TOOLED SCORE JOINT. SEE PLAN. 5' oc NOMINAL ,—EXPANSION JOINT SEE PLAN. 25' oc mex 'BROOM rN5M NDICULAR D WALK DRECTI 1 01 11ii?1111ltiilil 1 1/2" • 3 L—. TOOLED EDGE. 1/4- OWS min cRobS MAN - per FOOTL CMAX 5/6 pw rt..) BROOM rNSH SURFACE TYPICAL PERPENDICU.AR TO WALK TOOLED SCORE JOINT EVA4510H JOINT 1/4" R. 1/2" DEEP 3/8" COMPM55OX rLLER WT h ZIP STRIP ♦ SEALANT 6x6xG/G WWr TOOL BOTH EDGES TOP Or SEALANT 1/2" BELOW nK CONIC. d83N�0 r4 D° R c z E-+ b a O U O a c H w z H � � A w Ew c � a � Z Z a H Q � E­4 r�i E-y co 1k .• •.' . • . ' 4.000 P61 CONCRETE H NO cQ • -. t CRAM" SUBBASE : o o LAYS DOT SECT. 304. TYPE 4 � c o W o Qu COMPACT TO q5Z STD PROD r�1 �. 0 dO •poop t�..�• • ao�•• �.48 �° !ir!iL=.!_l_!'ilii-ll!Yil[ilii-lll-ii QU'+ A z Z z il.-lf ,€i�l�_�!'i--il�_I1-, �1I1= ►_-_ W III-;. ;I I=I ] 1 1 -11 111=Il1:=ali;;:3t-1f�:-:ti SUBCRADE COMPACTED TO a qOZ STANDARD PROCTOR 56GTION TU or A a, CONCRETE WALK A z I NOT TO SCALE r U a w w � z H � i" N GRASS AREAS fNSF1ED GRADE fWBM WITH PAVEMENT 0 0 0 V w b Z b V2 W CUM BOX COMSION TYPE CORPORATION STOP in Van ARCH PATTERN BASE AND 5TATIONARY ROD) TUBMG Cm STOP J*26, =0 Uo WITH FLARED UNION OR ocum N4 O W. WAM NAN SOLD GONG. BLOCK OR 01 rOOT PIECE V M 0000 M WATtR� MI 8 AMI)WORDANCC A5 REGURED $DW Y NONd NOT TO 50ALE SP-4 SHEET 4 OF 4 OF ANCHOR BOLTS AND ELEGT►ciA6 V%AwN, •