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2000-669 TOWN 10NF QUEENSBURY 742 BayRoad, Queensbwy,NY 128Q¢5902 (518) 761-8201 Community Development = Building & Codes (518) 761.8256 ERTIFIATEF OCCUPANCY' Pemut Numher. P20000669 Date Issued: Tuesday, June 18, 2002 This is to certify that work requested to be done as shown by Permit Number P20000669 has been completed. Tax Map Number 523400-296-008-0001-003-000-0000 Location: 39 LONGVIEW Dr Owner. BEECHWOOD INC Applicant: GLEN AT HILAND MEADOWS, THE This structure may be occupied as a: By Order of Town Board Duplex TOWN OF QUEENSBURY Fireplace /f Garage - 1 Car Attached J� Director of Building &CodeEnforcement TOWN OF +QUEENSBURY ~ 742 Bay Road, Queensbury. NY 12804-5902 (5 18) 761 -8201 Community Development - Building +& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20000669 Application Number: A20000669 Tax Map No: 523400-046-000-0002-002-002-0000 Permission is hereby granted to: GLEN AT HILAND MEADOWS, THE Owner of property located at: 45 TALL MEADOW Rd in the Town of Queensbury, to construct or place a Duplex 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. Owner Address: BEECHWOOD, INC. D/B/A, EDDY PROPERTY SER. & THE G.F. HOME, INC. 2212 BURDETT Ave HOME,INC. TROY, NY 12180 Contractor or Builder's Name / Address Electrical Inspection Agency A.O.W. ASSOCIATES INSPECTOR, THE 185 JORDAN ROAD 543 EASTLINE Rd BALLSTON SPA, NY, NY 12020 TROY, NY Type of Construction.: Duplex Value : 5 130,636.00 Plans & Specifications 2000-669 UNIT 14 - BURD6CK. LANE $312.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Friday, September 06, 2002 (if a longer period is required, an application for an extension must be made to the code Enforcement Ofrlcer of the Town of Queensbury before the expiration date.) Dated at the Town QU shu V ed 1 , September 06, 2000 SIGNED BY ``- for the Town of Queensbury. Director of Building & Code Enforcement Town of Queertsbury - Urle. of Conrrrrwr+ity Development, 742 Ilene Road, QmPe+rnhurY, N)' 12&)4 1761-82561 � BUILDING & CODE CNFOR +C ,EAIENT NOTICERNuiremelt(s prior to issuance A permit must be obtained before of [his permit: l'CftAflf FILE ND. o beginning construction. No inapecliona P,ERAUT FCC PAID $ will be made until applicant has receive4l O Zor rig Board Action VAI,.ID OL31LDING PERMrr. All Ams . Use RECREA77ON FCE applicnnta' ara+xcw on thin application MUST be completed Abd the sigructure [-] Planning Board Actin„ REVIG4YC4) BY: or the applicant must appear an the SPR I SkiWlviaiiurt I other +fl+rirR Irer�rnnr k'application form. T&WA ym• y Recreation Fee Payme"I , {�- Applicant* A , Q + l . !&oe�+!G� -e- 6 Owner: �r _ L L7W r� Address: I 5 `J� 9-", �4'i�I i Address• = E .RV'� djA f_ /�rttvi, t 1 V%n W V►C tr' —� rAH-n : 104.lhc{ V%14.�f l r ! Phone # ( 5l ?_) . t. - � _ Phonec # ^f, 5+ _) _r�0-�7 IyT Property Locallom Unit 1 !j d.ock- Lam, �r`t' 1 i Le T*' ism A,r� � h�ra�, �bW'�T xx Mail Numberer 5u .- Section�J 111c+ck I d,subdivision Name: , NATURE OF PROPOSED WORK : ESTIMATED MARKET VALUE OF 'THE New Bu din CONSTRUCTION , $� residence / commercial Addita-on to—Building : residence / commnercial OCCUPANCY INFORMATION : Alteration to Building : PriXary Building - residence / commercial ✓ single Famil I;}t 1nq - Residence / Commercial Two Family bike1.-11nc no change; to exterior size Family bwellittg office AUG 2 9 2000 other Work ( describe below ) Mercantile Manufacturing ' other GROSS AREA of PROPOSED STRUCTURE : If ADDITIONr what: Will use lot Flour . . . . . 3 sq . ft . of new, addition be ? : 2nd Fl:ovr . aq . ft . tither FluutYs . . . . . sq • ft ( not unfinished cellar or basement ) ACCESSORY BUILDINGS : f'c�f C. N �.Es 4- � Q Detached Garage 2 car TOTAL FLOOR AREA * SQ • F l' • �^✓ Attached Ga rage (t 2 cn r Private . storage Building SIZE OF NEW STRUCTURE : Commercial Storage Building Other FEET .X FEET Foundation Type : Col.lt; FotrTlhth �pS�OGL' WAS L_! will anyr second - hand or ungraded Number of Stories : l lumber Iae used ? If " o , for what ? ( habitable space Dryly ) t to No Height ( grade to ridge ) 1i - (o feet: TYPE OF HEATING SYSTEM : Number of fireplaces and/ or woodstove ( circle all wlzi +ch a lies ) to be installed * I Electric / Oil forced Hot riir / Du seboar / other pvc. iED AIf2. 40001110 Person responsible for supervision of work as regards to building codes i s : Lf, 0r.1AR'..O AN6EAZAMk Agc (T EcT 3 �Q FRD Qt-D t6 Y 1213(0 , Name A�1 dress , phone 7(J. . Builder : A t VU ASSouP i05 Qc►R.t:AIQ kq -Tvco`f W'f 2 c - Wt(0 Plumber : E.C.C40w 4. a w"V 1,3 NY Z1.2 - (ol2(v Manon : Nl mff kl I N(o`� C? StHF< 17 c� AO N Electrician : 5cii h DECLARATION.- Please sign below gjter you laws carefully read the sraremertl. 4yo the hest of my knowledge the statements colttaincd in this api licatiut) , ta€;ellter with the plans and %peciticitions sul)mittcd , are a true and coml)lete 51atcllient (if All prolra5cd work to be done oil the tlescribe(1 premises and that all provisions of the Building Cycle, the Zc)ning, Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted , and that such work is atltltorircd by the owner. Further, it is understood that Uwe slt;tll submit prior to a Certilicatc of C}ceu a icy or Cerlifica(c of Compliance being. issued , an AS BUILT PLOT PLAN by a licensed surve wit to scale, sliowtng act allocation or project on premises. ) K uvrk 5igttature: {owner, owner 's agent, architect , contractor) k Fire 11:trsh;jF' i ()f irc E'u<rrt stt f)r,ctettiltri : � . 7a2 114%v i2.cr;ttl, ritetttil�etr� , \' 1 If (51 Ki 761 -820 Q Application for Fuel Burning Appliances &. Chimneys applicable to solid fuel & vented gas appliances ': late - W— �() Permit c: L30& (00 l -- I rtlr/�licrtriur+ i.+ hcv ehy rltrtrlL to the l3uildiut� cC C e)elc s (,? ir' iti:srrtrrtc c / ar 13rr.+'Irlirrs; raft! U,vc 1'c rlrtit Pursuaw t0 tlrc+ ,^ ellly }lark Store Fire Pre velloofr and fJrrilrlrfr Code. 77rc Or 0111+1e•r nIgrecs to culrrfply with all alyVfccrhle laws. of dinanc a.e, rt-gu/rrrir)tr,• alIld u!f c orlditic'mS their are pare ref' thI regtrirem was cincl also I%J"l rlllrnty ul! ilrsrlcclor:s 10 cruel- lar rui4c-s 10lle.P or m r•eeptir ed h1Itjxcc darts. NOTE to applicant : Roucyli -ire ai-id Final Inspect ' r (a1Es are regttirecl . A, pj�Aicanf Infol-m_atioll Fuel Burning Appliance Inflol-niitioll Marne: ,M.! �r ( circle zippr000d words) SEcls c ttooc! coal Pellet gels Olt/ fireplace itlsert i Address: /t� III, �� Firefdace, factory-bl-lilt : hood -_ ,/ r '.. .. " �•, - I�7 '�, _, --� Fireplace, 111a5CYCIrv: 141100d aces ! Furnace,, wood S it PllotlC: Ifl)okl-masollary applicance, please provide f I �,.^ "�• ,,ii // � O3vner: f � K+ �. i/ !!7C i'vlaitufaeturer Name: Address : /.+.7 L. yc' T! N,,Todel Nrimber: /L i L7 ►� ''jam fob AW Chimnev Infoi•niatiorj l I'ltorte : r / • JUa S/ (cik'c: le appropriate v ords) Masonry block brick stone �� Flue the ;ryI�CL�^' //,�,�, size . 4/ cliches r:?CaC# ACI[#YC55: ��•-J�'��+�C-!�"GyC� L.!".r.E.��' � ofconstrtteriolr 01• fltstallration Factorv-Built i Manufacturer Hanle: Model Number. Note: k Listed By: Number: ! Constr-action / Installation nrtlsf 1. cola ol-nr to IVYSFir•e Pr•evelltion & Bleeding Indicate (circle) cllininey material - Code. C'onstell available To'w, ofQuelonsbury _ Hcrndcrrtts regarding l-equh-ed insfperfi0lts. �fJCr$fr trrrl� 7ii))1<° +trlfl / Ilt.Strlrrtcrl ! 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INSPECTION REPORT Oil"ce No. (318) 7614256 hate inspection request received: 9> 13aliding & Code Enforcement Dept. of Community Development Arrive Depart part of Queensbury Inspector's 742 Bay Road Queensbury, Yo ,128U4 f G� NAME r!>�-- L PERMIT # LOCATIO ]]ATE �+ TYPE OF S'f12UCTURF N/A YES NO COMMENDS Chimney Height/ w" Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Intenor/Exterior Rails 30" to 36" Exterior Handrails, balconies, landing I8 im more Interior Handrails stairs both sides 3 or more ri Grade 2% away from foundation 8" clearance to sill plate Gas Valve shut-off exposed/regulator 18" above de Gas Furnace shut-off within 34 feet our within line f site Oil Furnace shut-off at entrance to furnace area FuninceAlot Water Heater Relief Valve(s) installed Headroorn, 6 ft. 6 in_ on stairs Basement stairs, 6 ft. 4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doorSJmain entrance 345" Floor Finish Baquoons/Kitchen watertight Interior Handrails Balconies .t._+ 18 in. or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulations 3/4 hour fire door/door closer "' �a N j � Garage fireproofing Glusge penetrations sealed � y Furnace in separate room protected. (in garage) Light ventilation per .room Safety glazing 18" or less ,brim floor Final Electrical Site PlantVariance required Final Survey Plot Plan As Built Septic System layout required. Okay to issue C/C (Certif. of Compliance) Okay to issue temp. CIO (Ceriif; of Occupancy) Okay to issue permanent C/O (Cerbf: of Occupancy) Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 FPthione 781-8245 Fax (::5: 7 Fire Marshal's Inspection Report Request p SCHEDULEReceived:` * Permit � � � �� / INSPECTION ON: w Name: {°• ram. a - PM ANYTIME Location: y�- 1�7 APPROVED N IA Y S I NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS - NORMAL - BATTERY EMERGENCY LIGHTING 'Vy FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CUJ 1 CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK THIS DATE � OK FQR CQ NOT OK FINAL - FIREPLACE FACTORY BUILT ROUGH IN INSPECTED BY FINAL COMDEVICHRISWWORDILEI I R820011FIREMARSHALINSPr=CTIOMFtEPORT71Q22061 WHITE - BUILDING DEPARTMENT COPY YELLOW - OCCUPANT COPY RESIDENTIA-L FINAL INSPECTION REPORT Office No. (518) 761-8256 Date inspection request received: Building & Code Enforcement Dept. of Community Development Amine �- 'Ifepart Town of Queensbury spector's Ini 742 Bay Road Queensbury, New York 12804 NAME PERmrr LOCATION .DATE c7 TYPE OF STRUCIURE NIA YES NO COWIVIENTS Chimney HeightrM" Vent/Direct Vent Location Fresh Air Intake Plumb Vent throu oof 'Roof Complete Exterior Finish C le Interior/Exterior 30" to 36" Exterior Handrails, bal es, landing IS in. or more Interior Handrails s irs be sides 3 or More risers Grade 2% away fo 'on 8" clearance to sill p to Gas Valve shut�rfT slot 1$" above grade Gas Furnace a shut-aff 0 feet of within line of site Oil Furnace abut-off en cc to finnace area FurnacelHot Water operatin Relief Valvc(s) ins Headroom, 6 ft. in, on Plaseu�ent stairs, 6 ft. 4 Handrail exterior stairs th sides more than. 3 risers Interior privacyhrimld entrance 36" Floor Finish Bathroom/Kitchen wate:tagh Interior Handrails BaloomesMIgndLng18 in. or more Railing across window in stairwells Smoke Detp+-+orw every level every bedroom outside every bedroom inter connected. Bathroom fans Plumbing fixtures Foundation insulation s/a hour fire door/door closer Garage fireproofing Garage penetration sealed Furnace in separatc room protected (in garage) Light ventilation per room Safcty glazing 18" or less from floor Final Electrical Site PlanlVariance required Final 'Survey Plot Plan As Built Septic System layout required Okay to issue CIC (Certif, of Compliance) Okay to issue temp. CIO (Certif£ of Occupancy) Okay to issue permanent CIO (Certif. of Occupancy) FIRE MARSHAL TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (618) 761 -8205 FIRE MARSHAL. INS , ECT-ION REPORT REQUEST RECEIVEf� NAME LOCATION PERMIT 40- �_ SCHEDULE INSPECTION ON '� j D A PM APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER. SYSTEM FIRE SUPPRESSION SY - HOOD INSTALLATI --- --- INTERIOR FINISHES STORAGE: CLEARANCE TO SPRI KLERS CLEARANCE TO HEAT G UNITS REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPLACE ❑MASONRY FACTORY BLT. ROUGH-IN FINAL REMARKS: `OK TO THIS DATE INWSL.iP.PUa *SPER _G,EIVERAL INSFE TIpN REPORT" ( 518 ) 761 - 8256 Two of Queensbury Dept, of Community Development Date inspection request received; Building & Code Enforcement 742 Bay Rbad Queensbury, NY 128" Arrive?*wQS-grog Depart Inspector's In NAME,* _ p 1 CfCATION: l �' . a . ��� - .dam�� I7P A IM # �O l TYPE OF STI2UCCIJRE; �C Lzr 1EIE RECHECK NIA "YES NO CDMNffiNTS Footings/Piers I Monolithic Pour Form Reinforcement in Puce The contractor is responsible for ` providing proteacuoh front freezing for 48 hours following the placement of the concrete- Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/I)ampproofi n Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in PIace Rough Plumbin Heating Rough-In Insulation Foundation walls Interior R- Foundation Walls Exterior R. Floors R- Walls R- Ceiling M N4Bo C'+w� R- Duct work or piping in unheated spaces R- per Vent, tic Vent Frarm Jack StudslHeaders Braicing(widgiug Joist Dangers Jack Pbsts/IUiain HMR Air Infiltration BarriFire Separation 1, 2,Penetration Sealed Fire Wall 2, 3, 4 hou Firestoppin r GENERAL I CTICIN REPORT c sus � � � i — sz5 +� — — Town of Queensbury Dept. of Community Development hate inspection request received; Building. & Code Enforcement 742 Bay Road Queensbury, NY 12.8804 ArriveZ'M a� Depart n or's In NAME: PERMIT # LOCATION. DATE ; TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers "� - —f Monolithic Pour Form Reinforcement in Place The contractor is responsible for Providing protection frog freezin for 48 hours following the place t of the concrete. Materials for this purpose on si Foundation/Wallpaur Reinforcement in Place FoundationlD ampproofi n Bacltl ill .Prpproral Plumbing Under Slab Roughing VentlVents in PI Rough Plumbi V 1v Heating Rough4n Insulations Foundation Walls Iixterio R. Foundation Wails Exteri r R= Floors Walls Ceiling Duct work or piping in unheated spaces R» Proper Vent, Attic Vent Framing Tack Studs/Readers Bracing/Bridgi Joist hangers _ Jack Posts/Main Beam. Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin FIRE MARSHAL TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED NAME Dw _ LOCATION ���" � _ PERMIT # OrOO9 SCHEDULE INSPECTION ON A zoo APPROVED NIA YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPE ❑ MASONRY FACTORY BLT. ROUGH-IN ❑ FINAL REMARKS: OK TO THIS DATE Q wl CA WC 14o ,6 4kr� kn�5AIqlt OK, it '\j ,wk 1'r f be PA t Ohl Ur,#A -t`r'4 5 bvp ,,J 3 �r+sPsu�. a NS O GENERAL MWE&CTIQN REPORT c518r761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive-a`� �s ti Depart • �-� =Wto, r's __ W NAME: LOCATION: 1-f DATE : Z3 --CS 1 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsibl Av providing protection from 1kciezing for 48 hours following the p E # of the concrete. Materiats for this purpose on si Foundation/Wailpour Reinforcement in Place Foundationll)ampproofin Backfill Approval Plumbing Lander S Plumbing Vent/Vents in Place Rough Plutntri -> Heating Rough-In Insulation Foundation Walls InteriforR- Floors Foundation Walls Exter Walls Ceiling Duct work or piping in unheated spaces R- Proper Vent, Attic Vent r Frami -- Gam+ Jack StudsfHeaders Bracing/Bridgin Joist Hatters {-� Jack Posts/Main Beam Aar Infiltration Barrier Fire Separation 1, 2, 3, hour7 Penetration Sealedt-- m Fire Wall 2, 3, 4 hour FF- C�- Firestoppin - '� 9ENER4 L T1V.SPECTI+GINREP RT" ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development bate inspection request received, Building & Code Enforcement 742 linty Road Queensbury, NY 12804 Arrive4�`- 'pm Depart L"phector's lY�4I4fE: --mot ^t �►''`'� PERMIT # +- $� LOCATION 1 ]I� Q,t] 7�r^ L= JNEDATE TYPE OF STRUCTIJRE3 RECHECK.. N/A YES NO CC & VIENT'S Footing&(13iers Z. Monolithic Pour Fprra _� Reinforcement in Place The contractor is responsible for providing protection from &eeaing for 48 hours following the placement of the concrete. Materials for this purpose on site FoundationlWallpour Reinforcement in Place Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing, VentlVents in Place Rough Plumbin Heating Rough-in Insulation — --. Foundation Walls Interior R- Foundation Walls Exterior R. / Floors R- Walls R- Ceiiing R- Duct work or piping in r unheated spaces R- Proper Vent, Attic Vent Frantic Jack Studs/Headers Bractng/Bridging_ Joist Hangers r Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour LL Penetration Scaled i Fire Wall 2, 3, 4 hour Firestoppin GENERAL L AEECLWN REPORT ( 518 ) 761 -8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive 42 t am/prn Depart am/pm ---�r/ Inspector's Initials �NAME: _ -- / +�a C�4.- PERMIT # LOCATION: Za �x DATE : /a d e ra TYPE OF STRUCTURE.- RECHECK ECK N/A YES.NO COMMENTS Footing&lPiers f ,r Monolithic Pour Form 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,+VUaiipour Reinforcement in Place Foundation/Dampproofin Backfill Approval 1P _ Plumbing Under Stab Plumbing Vent/Vents in Place Rough Plumbin Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- _ Walls R- y Ceiling R- 17uct work or piping in unheated spaces R- Proper Vent, Attic Vent Frami Jack Studs/Headers Bracing/Bridging, Joist hangers Jack Posts/Main Beam Air I3nMtration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL RMSEFCTION REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Bate inspection request received: Building alit Code Enforcement 742 Bay Road Queensbury, NY 12804 Arriv G Depa Inspector's Initial NAME- IL PERMIT 4 — I.00ATION: 1 ti DATE : TYPE OF STRUCTURE: RECHECK N/A YE NO COMN4ENTS Footings/Piers Monolithic Pour Form 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 Foundation/Darappmofi n Backfill Approval Plumbing Under Slam Plumbing VentlVents in Place Rough Plumbin :;r Heating Rough-In Insulation Foundation Walls Interior R.- Foundation Walls Exterior R- Floors R- Walls R- Ceding R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing` .., __. Jack Studs/Ileaders Bracing/13ridgin Joist Hangers Jack PostslMam Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestopping A111 GEAr .R.4LPL�CTfL7N REPORT ( 518 ) 761 - 8256 Town or Queensbury Dept. of Community Development Date inspection request received: 9 Gl"7J Building & Code Enforcement 742 Bay Road Queenabury, NY 12804 Arrive7asnlpmx Depart Iuspector'a Initia NAME, LOCATION: �1 t,l DATE : DATE TYPE OF STR RECHECK N/A 'YES NO COMMENTS Fooungs/Piers Monolithic Pour Form Reinforce+* �++f in place � The contractor is responsible for . . providing Protection Ervin rreeaing for 48 hours following this�placetnent of the concrete, Materials for this purpose on si Foundation/WallPour Reinforcement to Place z Foundati on/Damppt oofin Backfill Approval :, y umbing Linder Slab Plurdbing Vent/Vents to Place Bough Pluxrxtxn Heating Rough-In Insulation � Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R_ 1E)uct work or piping in unheated spaces R- Proper Vent, Attic Vent .3, Franc Jack StudsAftaders Bracing/Bridging Joist Hangers Jack Posts a:o Beam Air Infiltration Barrier Fire Separation I, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour. Firestoppin ( 518 ) 7 61 — 8 2 5 5 `E1 N�R,3L INSPECTION NE'.+PORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforrememt 742 Bay Road Queensbury, NY 12804 ArriYe are Depart ' hnspector's NAME LOCH L PERMIT TYPE TIfJN: DATE TYPE OF STRUCTURE; RECHECK Footings/Piers N/A YES No COMMENTS Monolithic Pour Form _ Reinforcement in Place The contractor is respo ible for providing Protection fro Irecxin for 48 hours following a pla ent of the concrete. Materials for this pu]Wse n s' Foundation/Wallpour ReinfOrcement in Place Foundation/Tumpproob Backfi.11 Approval. Plumbing Under Slag Plumbing V,entlVents in P Rough Plumbin Heating Rough-ln Insulation t Foundation Walls in R- Foundation Walls Exteri r R- — Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Frami. Jack Stud&llea,ders Bracing/Er,idging Joist Hangers -- Jack Posts/Main Beam .Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hoar Firestoppin GEIV RR WSPECTIt�N REPoORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development bate inspection request received: Building & Code Enforcement —••— - 742 Bay Road Queensbury, NY 12804 Arrive '; anljLa�� Dept Inspector's fni " � NAME. -� MIT # LOCATION: PERMIT TYPE OF STRUCTURE— RECHECK NIA ii a NO COMMENTS FootingsJPiers � Monolithic Pour Form s Reinforcement in Place The contractor is responsible for Providing protection from freezing for 48 hours foitowing the Placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dam Backtill Approval _ Plumbing Under Stab Plumbing VentlVCots in Place Rough P'lumbin Heating Rough-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 Vent Framin Jack Studs/[leaders Bracing/Bridging Joist Hangers Jack PostafMain Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firming ( 518 ) 7 61. - 8 2 5 6 GE�V RRAL L+V FE0T ON.RE.PORT Town of +Queensbury Dept. of Community Development Date inspection Building & Code Enforcement Bluest received: 742 Day Road Queeoabury, NY 12804 Arriveg Dei Inspector's initial NAME LLOCATION: I..00ATION; � t-! -r,s "1 [z f`a PERMIT # TYPE OF STRUCTURE- DATE RECHECK Footings"ers NIA YE NO COMMENTS Monolithic Pour F Reinforcement in Plane The contractor is responsible for Providing protection from freezing for 48 hours following the placement ✓V of the concrete. % Materials for this Purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backl"tll Approval Plumbing Under SIab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation wa1iS Interior R- Foundation Walls Exterior R- Floors R- Walls R_ Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Frarm Jack Su ts/He d ----- Btacing/Bridging Joist Bangers Jack Posts/Main .Beam Air Infiltration Barrier Fine Separation 1, 2, 3, h_our Penetration Sealed Fire Wall 2, 37 4 hour Firestoppin CiiFsNERA,Z M C IZOVY REPVRT ( 518 ) 761 -8256 Town of +Queensbury Dept! of CommunityD opment Date inspection request received• $Building & Code Enfo cut 742 Hay Road Queensbury, NY 12804 Arrives mfpm Depart ° Inspector's Initia �. NAME: PERMIT # LOCATION_ _ DATE TYPE OF STRUCTURE: RECHECK Y A YES COIV)ME S FootingsfPiers ..-�.� i Monolithic Pour Form Reinforcement in Place t The contractor is responsible for p providing protection from freezing for 48 hours following the placement i f/ of the concrete. Materials for this purpose on site �{r FoundationJWallpour Reinforcement in Place Foundation/i]ampprppfin Rackf ll Approval Plumbing Under Slab Plumbing VentfVents in Place Rough Phin" Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R. Floors R- Wa.11s R- Ceiling R- Duct work or piping in unheated spaces R- Proper 'Vent, Attic 'gent Frami Jack StudsfHeaders — — 13racingfBridging_ _ - Joist Hangers Jack Pbst&r►.ra,n B Air Infiltration Semler Fire Separation I 2, 3 hour Penetration Sealed Fire Wall 2, 3, 4 It Firestopping i c, f 1 1. y� H>rk UENSOURY, NY cofisukn "m iiOlop Gi�il and ic�c�ca. 40 Log Al 'Scar O UM 3—WV PC1.27.37. STA: 6.61.42 436 Ford Rood SET: 59.00 0 12 I Old Chethdrn o 13 \ + New York 12136-1808 R-45.00 0o OFFSETS 70?0' R L=113 Al 50' R.O.W. DELUXE Ton-142.34 UNITS A F 518 - 766 6275 Delto=144'S4'44" DELUXE 1 ; E 1oa07Owl.com UNITS R=230.o0 I 14 L-167.02 .� 'qj Tor -a6.76 r o \ Pro jpct EXCEPT WHERE NOTED. CC' • \ BITUMINOUS 5 THE DIVIDER WALL BETWEEN \ •�,' _ _ i p CONCRETE BERM L-II COTTAGE UNITS IS PERPENDICULAR \ y \ �'Z _ - _-- o Q� OR RADIAL TO ROAD 'B' CENTERLINE I rat \ .6 % PRC ■ 5•56 35.88 ` \.\` / FUTURE 1 \ 10 ` R% / 1 STA: 4.13.59 50' R.O.W. \ DEVELOPMENT �\ \ \ I- I 1 PC • 4.9T. f OFFSET: TO'-O" R STD. / �_�8•00 15 00 ��, •00. \ % UNITS _ } MAIL 80X \ \ \ S■ LUSTER \ \ .STD. \ O UNITS STA: 1.96.25 \ -I \' OFFSET: 7W-0' R \ 11 g PRC T484.00 �, \ 16 . •O PRIMARY ROAD STA 3.83.05 _ STA: 7.19.42 CULDEEND \ TYPICAL DELUXE 18 I Ul C W 0• 0 OFFSET: 68'-0" R WEST17 COTTAGE UMI STA 8.43.07 Q'.! F�'\ T 3 96.06 �. \ II ` ©�11 1 i R25' TYP. �V al R-250.00 L-346.06 i �.O• \ ' Ton=207.23 I l [ dam � Z _/ AjD+�rw�nlawrr�at'�+;11w�r x UNITS T 9a 9570• ` ' \- / / ..:STOP MAWLAND ROAD ` % STA: T•TO.15 _ \ ` ! �-1--- _ 2'1�. °--- � r Qc' �GUf ENS"Y, NY OFFSET: 92'-0" R ,\ 6 / —� \ \ Consultants \\ / BIT. CONC. _ DELUXE L-II PVMTAPARKING): \, U) \ .__ \% UNITS TYP. \ 6 iv 11 ae�ld l.�c�n+Gcp • \ _ 20' WIDE ELU tC CONCRETE L.A. Orovp SANITARY i UNIT WALK SEWER 2 ' L-11 \ -40 All ' 12 EASEMENT 4 STD. °° STA: I.23.23 EJ or� I I /� Ph: (�519)a'!{tQ Flax.'1►tf�') L / STA: 3.55.81 UNITS 3 OFFSE T: 70'-0" L I > OFFSET: TO'-0" L i \�'1"UGtUrAi �z \� I / \ oo R-200.00 EJ I \ \ \\ L= 335.46 STA: 2.39.67 ,' \\ OFFSET: TO'-0' L Ton=222.52� E J PRIMARY ROAD STA 14 Doha-16ve oT u u I • 1 � „w MGGhrt'�iGG>F1: EXCEPT WHERE NOTED. () EXPANSION i 0 / DAYid �.�' 4m dcrs, P.G. THE DIVIDER WALL BETWEEN L-N JT. TYP. P.O. box ',314 east 13r"A+orbvsh W 13 1 \' \ COTTAGE UNITS IS PERPENDICULAR R=300.00 ap FUTURE moons: (50) 4fq "-4��22 fdx: i3� +I�I�li•'� .' OR RADIAL TO ROAD B' CENTERLINE F� ti L•i09.23 ti , \\ \ \ 4 Tan-M22 ROADWAY i 30' WIDE \ F / f °o oelta-2031.39* \ \ MAC EmOincer \ \_ SANITARY , SEWER ' j► 00 a l '160 Cxtton Road.4ton Pork, W t �\ \ EASEMENT \ F� �'� \�' _� _ 31.00 — / t=canc: A"I#) \ •mom / � / -'� , \ � Y. \ \ PT30.7.52 Rev lions �. \�� ✓ � \ � � � ��� i �� � �� � GIs � ��� �� � �I� � � � �I�I� r MATCH LINE tSEE SHEET L-S) MATCH LINE (SEE SHEET L-3) 'LAYOUT 1"N T1, 1 TYP. AC COND. i SCALE: 1" 50' SIT. CONC. A ,� mom L-II PVMT. � �.. SCALE: i" 50' b 01 i o i 'i 0004" loll is, or f0dW4 to A 1 O qw.r� *boo*boo&oe ?a �!• EJ �p Nns wr�No. aapwd of xle►a.o r' q A IMetR P. C, a a b � .r..� Drawing Number o CONCRETE R4' TYP. 8 WALK Lw2, TYP. PAVEMENT LAYOUTS SCALE: 1"-30-0' Date: April "1, 2U00 FOR COTTAGES E H VltiP'r^. �KP' Vqv UM H'�D 3-WV IC f A\ i 15 .5�- UM _ \ TM. JVA 13 FL.EN #T \\ \ INV. \F END#8 BOTTOIG OF IN306.00 1 V � DETgNTION \ ANN ELEV I \ iS06.00 /OP OF BERM ELEV. // FL.END �► / / A�e� CBOT � \ '�, � • � � � to 1 FL�NO 6 \ \l 6. INV. 30O •� \ ';�. LS \ F`L.Ek \ INV\ 10 •` \ \ T P OF RM \ \ 3EEV O 30 \ \ 6 I BOTTOM of • �' � � � , .�`-;• � • \ a� \ \ DETENTION _ \ I (BASIN ELEV. 306.00 �' 2 I \ r FL.END#5 ' ---*V. 308.74 ,� \ i •� FL. D#4 �. A \ \ \ \ •' NV. .00 0001' \ \ MATCH LINE (SEES SHEET L-31 'awl -oft DRAINAGE STRUCTURE TABLE PIPES (NOTE: 4LL PIPES TO BE HDPE) STRUCTURE RIM ELEV. INV.(S) IN INV. OUT PIPE RUN LENGTH NOM. SIZE SLOPE CB#I 324.00 - 320.50 CB#I - CB#2 It LF 18" 0.5% CB#2 324.12 320.43 320.33 CB#2 - CB*3 LF 18" 0.5% CB#3 323.97 320.41 320.04 CB#3 - FE#I 84 LF 18" 0.5% C804 316.56 - 313.56 CB#4 - CB#5 Z4 LF 12" 0.5% CB*5 CB#6 316.56 311.60 313.40 307.T6 313.30 30T.26 CB#5 - CB#6 CB#6 - FE#6 299 LF 113 LF 12" 24" 1.76% 0.5% C8#T 311.88 - 308.88 CB#7 - CB#8 95 LF 12" 0.5% CB#8 C809 311.40 320.61 308.40 - 308.15 317.36 CB#8 - CB#6 CB#9 - CB#IO 79 LF g4 LF 15" MO 0.5% 0.5% CB#10 320.6t 317.24 316.99 C #10 - FE#2 3 F 18" 0.5% C80" CB*12 322.60 322.35 - 319.38 319.50 319.28 CB#II - CB#12 CB#12 - CB#13 24 LF 19 LF I 120 0.5% 0.5% CB#13 C8014 321.65 314.35 318.63 310.99 318.53 310.49 C #13 - CB#14 CB#14 - DMH#I 200 LF 54 LF 12" (8" 3.77% 0.5% C8#15 CB#16 314.01 314.01 - 310.89 311.01 310.64 CB#15 - CB*16 CB#16 - DMH#I 24 LF 21 LF 12" 1,5111 0.504 0.5% Y • 4' GRADING LEGEND: • WETLAND PROTECTION FENCE STORM DRAIN PIPE W/FLARED END SECTION Lr + g e r g m e • SILT FENCE SEE SITE FF FINISH FLOOR ELEVATION PRfPERATtON PLAN �- 33g � A r c h i t e c t s, P., C. HAYBALE INTERCEPTOR/DIKE PROPOSED CONTOUR { to CS CATCH BASIN AND INLET PROTECTION �_1 - - - - EXISTING CONTOUR Architecture 0 DMH DRAIN MANHOLE PlanningL-I► interior Design HYD UM WV - -- -- p 3-WV .90 'g0 ` TE ORARY C RUCTION S 307.61 ' p UM - 37-4.45' \' 11 ACC S L-I UM L t' g 330.8 I � r fo 336.50 \ g" 436 Ford Rood Old Chatham ' `\ I New York 12136-1808 P 518 766 5853 518 766 6275 E. W070oolxom CP Project \ \ CB#I ALLY ACKS SHALL Q HANDIC ' l 3ZO.S SS18 EDGE t� WALK BE HIGHER T EDGE OF \BITUMIN eo TOPSOIL FF \ �/� STOCKPILE \ �` \ AREA 17 �► �� \The at in r/and r / \ \ ♦ ` \ \ \ ��� �i , HAVILAND ROAD A _ 2--FL.END#I \ \ `� j QUENvi, �Y <j \ 000- g00% \ �" �• Civil and Londscaps.: L.A.. group 3 i 40 � Omq Ail" `moo-' pr", NY 12 � -- 3I9�50 3 ! i .o David 50nder3, i�.G. 1�.4. box 5i4, \ \ / �t 6rGeNau�sh NY tit \ r - _ / / i / �• / / ' / / !°haws b) 4'#�1-4832 . Fox: (516) 4'044" Electric01: I 5 '� 1 '!SU GCK teat R0001 Gtiftorl four k., NY 1,2i sine FL.ENQ#3 ,� _ 31• / % / P'Fvm (546) 8•T'1-15 Fox,. lBlbl �� k , OTT Oi / / \ _____" �h \ ` `�•/ / / � \ OOAAS� - • DETEATlDI(EV Of BASIN EL \ ' 2�, /' rrlre■ B 310.00 Reisio Is " ELEV. �� S, \! 313.00 t E3 L-) P \ � • � \, � \ , \ � � CH LINE � SE '� `#• Tine " DRAINAGE STRUCTURE TABLE (CONTINUED) PIPS TE: ALL PIPES TO BE HDPE) STRUCTURE RIM ELEV. INV.(S) IN INV. OUT PIPE R LENGTH NOM. SIZE SLOPE CB#17 319.98 - 316.98 C9911T 18 34 LF 12" 0.5% CB*18 319.77 316.81 316.56 C8#18 ,q #2 129 LF 15" 0.5% CB#19 322.65 - 319.65 #19 025 LF 124 .5% CB*20 322.65 319.52 319.42 #20 •jv LF 12" 0.5% CB#21 322.31 313.06 313.06 #21 4 T LF 24D 0.4% CB#22 321.70 - 318.70 W91113 1 80 LF 120 0.5% CB#23 322.00 - 319.00 0023 # S ST LF 120 0.5% CB*24 322.50 - 319.50 # 4 42 LF 12" 0.5% CB#25 323.48 318.71/319.29 318.61 # 107 LF 12 0.5% CB#26 321.60 314.67/317.67 313.92 0026- # U7 LF 24" 0.4% CB*27 321.30 319.07 317.82 # T-s 31 LF 15" 0.5% CB#28 320.10 316.60 315.35 134 LF is" 0.5% CB#29 319.29 - 316.29 g@929 4 30 45 LF 12" 0.5% CB#30 319.00 316.00/316.06 315.81 CB#30 2 4j LF 15" 0.5% CB#31 319.18 - 316.18 #31 36 LF 12" .5% CB # 32 329.50 - 326.50 C8032 1-444 04 234 LF 12" 1 3.27% CB#33 324.10 --T 320.60 # 0 177 LF 18"1 0.5% GRADING PLAN k" tj SCALE: 1" 50' - - NORTH SCALE: Is • .7V - - •«"� wr,. �ndm in *a *4*" d'A" am aF MWAM to . tNt 4 � riMoliara! SIC. T2or „- PIPES (NOTE: ALL PIPES TO BE HDPE EXCEPT. S* 2 or to 06 El 600 la. = moo DRAINAGE STRUCTURE TABLE (CONTINUED) WHERE NOTED) a w +*MIN 'I+ b tad ~-I* A dawoo ielt P. cof ft"WM STRUCTURE RIM ELEV. INVAS) IN INV. OUT PIPE RUN LENGTH NOM. SIZE SLOPE ...rr■ Drowing, Number .. _ L4 Dote: April 1, % ` Y tJ CB*34 323.20 - 320.20 C9#34 - C8#33 47 LF 12" 0.5% C9#35 322.80 319.97 319.87 C8435 - DAYL 290 LF I2" 0. CORRUGATE DMH#I 14.28 3I0.53/310.22 309.94 - MH*1 - R 0 30 F 4" 0,4 PIPE DMH#2 322.E .8/3t2.79/315. 312.79 DM#'t#2 -. F #tl 167 LF 14 0.4% DMH#3 32 .a90 313.45 313.45 DMH*3 - 8* 1 LF 0.4 DMI#4 318.60/318.05 318.50 bIlI1H#4 - ,f 4 F 18" 4. % DMi# 4,00 319:71 3191.61 11 H#5 = ii'?MH# 123 LF. 0 X - �i t_ \ 3� AS NI PICit'trl �.? i NI :ulterior ' Desi n MEADOW vH' GRASS s i� 3 C S MEADOW. U ,' LJ a) tc•' I GRASS (0 N LAWN \�IPN21 12 \ , 0 13 DELUXE \ \ UNITS S 1 , A <. l „ DELUXE II UNITS ' X MEADOW S MEADOW 14 GRASS GRASS \ \ \��' . 1 \ . \ LAWN O k' X' SEE ENLARGED \Y COTTAGE PLANTING 436 Ford Rood PLANS BELOW - - � \ I LAWN \ Did Chotharn \ IO 4 -New Yot* 12136- S 766 5853 Fn \ STD. IS `\� 00 F 518 76$ 6275 � �. o UNITS ' ® �x � STD. 1 \ E laaQ74W.com It e ' \ J �. UN TS LAWN x \ s \ Is Project \ , LAWN -C + SEE SHEET L-10 \ ; X LAWN TYPICAL DELUXE IS LAWNFOR PLANTING SCHEDULE 1 17 COTTAGE UNITS TCI I LAWN \ \ STD. LAWN ,#a \ UNITS 7 k \ MEADOW \ MIN \ _ GRASS LAWN s „ :l \ _ \� X DELUXE N' ' ' ;� N� UNITS x ' c P 44 6 MEADOW Th� MEADOW ' - _ _ _ \ GRASS` + GRASS _ _ _ V �� �\ DELI \ , 4 STD - \ LAWN UNITS 3 �'� FIFO A o \� V�aielr�i�rrt�M►+ HAVILAND ROADILAWN t \ \ \ UUEMBURY, NY LAWN t' 41 w��r xs consultmts " i d MEADOW GRASSn N % Civil sand L�Nnt�sccapa� s L .►."` \ 10 LON Al" Sara" MEADO \ \ , GRASS W �_ - -- , �s'tI"U'tural : ? LAWN � GRASS W MATCH LINE (SEE SHEET L-10���'\�� i LAWN LAWN TYR PLANTING FOR DELUXE COTTAGES LAWN Gar► `�' ■. ■ LAWN 1 TYP. PLANTING FOR STANDARD c� LAWN r•2W—W 3 R6, ,lAfts lu at 3W KWT. DIM Mall AN SUGNT AMQ L STAKES TO N!E OUT'SN,1E OF "m SALL. NEATLY V" ALL OI'CICUOtNS TRUNKS TO A HEQfT OF THE SECOND LOWEST NW" (FALL PLANTING ONLY) �O 3r "1. PLAKW AU WyGR 3r OEPTI'1 Poe DARK NAlLat PULL "CH AWAY FM TNiUNNt. A113M PLANTING WX COWACTED CUT ROPE SURROtJtR1NNC 91T1nM OF REE VAM AFTER 01ACIMUNG OUT KFOK - WAAINN% 00 NOT REI*O% SAP. 0114 SOL ORAINALE' MOUND, ONVACTED TO M 1wrSt18GRA0E TREE PLA&rldswmlmlNG, ■ ■ 1 X Y r .a k -'ll--ii I,-�lal1 {► '�-1i�!! ={i Y.'r s• •b ae ,. ,f