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2000-658 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761=8256 CERTIFICATE OF OCCUPANCY Permit Number. P20000658 Date Issued: Tuesday, May 14, 2002 This is to certify that work requested to be done as shown by Permit Number P20000658 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 T0" OF QUEENSBURY Fireplace Garage - 1 Car Attached Director o E W ng & nt TOWN OF QUEENSBURY (QL 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 .t BUILDING PERMIT Permit Number: P20000658 Application Nurnber: A20000658 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. DIBfA EDDY PROPERTY SER. & THE G.F. HOME, INC. 2212 BURDETT Ave HOMEJNC, TROY, NY 12180 Contractor or Buildees Name/ Address Electrical Inspection Agency A.O.W. ASSOCIATES INSPECT R, THE 185 JORDAN ROAD 543 EASTLINE Rd BALLSTON SPA, NY . TROY, NY Type of Construction: Duplex Value : $ 1309636.00 Plans & Specifications 2000-658 UNIT I - BURDOCK 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 Officer of the `town of Queensbury before the expiration date.) Dated at the Town cfQue sbu �edn $ September 06, 2000 SIGNED BY for the Town of Queensbury. Director of Building & Code Enforcement Y, II' nl t-I Ir� of to I t I I t Il 'II Of t 1 f 11 41 a1 • ui If Il f ar dI rl ,� et i'j �1�9 nl n u n: I't It 1 l 11„ - rf U U i no n: r, n, it, n: rr:r+. n; t,; i C I �+ I in n1 al 1-1 y, ! 11 41 �, t + Irt r1 I is U t tt --i -+ tr nt rra l • I I — rl i1 dr �I 'fi to !+. 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I ermit No. L & ,Sep' ,moo.- - -_ :lpplicatiow is hr?;,ehj> rwuele ttr the Buildiwg & C'rrtla ti' Cl/jia r jrrt Me i}.vuurxc' rrja 83 0(firt,r, rx+rrl fJ.vc PE'J'rw+t p+fr Srlctllf t0 the .'t1rG:ti' York ,57cxre 1-'ire I'rc'r�e txtor) ixru! 13rrildirt t,• f 'c.+tic 77+c--' uplrlic urrf r)7• rrrr err cat agrees to comply rt'ith all cipplicethle lc lln;. urdincr+roes. .-eg�rxlrr+i..:?Is. rrrrrl4111 trrrrdifioIis thcxr aI-e a1-1 uj r11C- vs e +-<ze7tr ire)uents cznd 0lscr Will ullrrrr' erf! irrsl7cctors rrx G'rrter' rlyt rxrtIAed. to perJ'ur-rtt rceluircel irt.sl+ec'rio+t_5'. NO TE, to applicant: Rough -in and Filial I11spe . tioIls 31_c Tegililed , APPlicallt Inl`fl € rllatiarl Fuel Bul-111ing Appliance Irltol-luatioll ( circle appro pi-iate ZS•ords) Narne: � ��+C'J[7� � _ Stove- woocl cram pclle! gets Fireplace insert Address : 4Fa— ..ela1! rat Fireplace, fa.ctol-y -bunt : +t-ooei 6�y---AeO -_A2,r `p --• Fireplace. r iasonty: wood ;cis Furnace-. ivood ev%r 5 oil If non -masonary appiicance, please pl,ovide Owner: 0\4arit1 Facturer Name- t Address : 2L. ttLc� s' LcY` Model Nurnber: !" i �. ftcj . Chimney Infol-rllatioll Phone: _-�r�; 37/ -!�cr��l (circle alsprolxiate ti aids) Masonry block brick stone Flue rile ee size.: --•—t.G�--- i+tches Exact Address: T of COO'Striectiorr or i rrstaliarinxx Factory- Built Manufactul-et• flame. I Model Number: 'Vatc' Listed BE,: Nuriber: Constrtrction l b2stallcrtion must conform to NYS Fir-e pr-eveutiorr & Building Indicate (circle) chimney material - Code. Corrsrrlt availoble Town ofQtrecrrsbrrny Hrxr+dotrts regarding r erlrrir ed irrslrectiorrs. Double wall Triple sr�erll ! lrrsufetrecl t L7it'c°cr r'c'rtritr i i C Ilirtrrrc r• 1_irtc'+' i '�'� �ar'+� _�]►.eapx� r�>.r,-, �x>r. t --- �"car�arrrx. vs'' ��� 1 Qu,��..x�.r�,1<ar.:x��s-, .2V"��rr.+- 7rr�o►r.�r i lf J9- v 4,. J4S`6ypo4� i cx eodz f'it : ttr�ltal Code ? 5 C ollNcl rf S h°cfrrwrlcr! /tc•c't'it r'rl li flirt trc'frrrtrl�•+1 rrx1: r"p +tn ►rL1o.Y ___.__.._ 1 i .4 1733389 (Igo) Public S'af rt' 4 3.303 2653 (230) AfirrorSaks --- - �.fJ9 ZZ'lriic (Apiaiicrrrt) Grecrx ( ! ire Alarsiral ) �'cllc»v ( L3lcft . ()Cpl. ) 1'iak S, Go1clerrrotl (C'asfiier's r3rlrt.) j - . Town of iQueensbury Fire Marshal's office 742 Bay Road Queensbury, NY 12$04 Fax ) 745-4437 Phone (518) 761-8205 Fire Marshal's Inspection Report Request SCHEDULE ��� Received. D a �~ Permit # INSPECTION ON: S / 5' ` `'-" Zf — PM ANYTIME Narrle; Location: /J APPROVED N rA YES NO COMMENTS EXITS AISLE WIDTHS L I ��1 + LU O SNS NORMAL �r BATTERY ! EMERGENCY LIGHTING �? i [ ► ) ' FIRE EXTINGUISHERSf` FIRE ALARM SYSTEM FIR£ SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES -- rr {r ,, r� STORAGE to l % !V k v*S A Y � o � * 4 COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS ELECTRICAL- REQUIRED SIGNAGE EMERGENCY PLAN t � ' J GL v►ti .Sct'�k� rat! MAXIMUM OCCUPANCY SIGN _ CHIMNEY a, y MASONRY ROUGH IN ^gyp + _ / ✓ {] U fat ptt 5 / FINAL ( 1 [ Y l CHIMNEY lJ�p �oV� FACTORY BUILT ROUGH IN t FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE _ ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK THIS DATE OK FOR CO NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN N ECTED BY FINAL COMDEV,ICHRISJNVORDILETTERS30011FIREMARS14ALINSPECTIONREPORTI1022801YELLOIN - OCCUPANT COPY WHITE - BUILDING DEPARTMENT COPY RESIDENTIAL. FINAL INSPECTION REPORT f �-� -"t e Office No. (518) 761-82M Date inspection request received: Building & Code Enforcement Dept, of Community Development Arrive am/pin Depart Town of Queensbury Inspector's 1 ' 3 742 Bay Road Queensbury New Yo 12804 NAME Lin ' PERMIT #! cyccJ[J{� ytG LOCH ON c DATE tG a t •�^" TYPE OF STR 1 CT 7RE NIA YES NO COMMENTS Chimney Height/"Br Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30" to 36" Exterior Handrails, balconies, landing 18 in. or more Interior Handrails stairs both sides 3 or more risers Grade 2% away from foundation S" clearance to sill plate Gas Valve shut-off exposed/regulator IS" above grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to fi,rnace area Furnac iHot Water Heater o Relief Valve(s) installed Headrooru� 6 fL 6 in. on stairs Basement stairs, 6 ft. 4 in. Handrail exterior stairs both sides more than 3 risers Interior privacyltrirnldoorshnain entrance 36" Floor Finish Bathrooffo kitchen watertight Interior Handrails DalconiesnAinding 18 in, or more jai Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom. fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected (in garage) Light ventilation per room Safety glazing I W" or less Troia floor Final Electrical Site Plan/Variance required Final 'Survey Plot Plan As Built Septic System layout required Okay to issue CIC (Certif. of Compliance) Okay to issue temp. CIO (Corti£. of Occupancy). Okay to issue permanent CIO (Certif, of Occupancy) ..j�14 FIRE. MARSHAL TOWN OF QUEENSBURY QUEENSBLIRY, NY 12804 (518) 761 -8205 FIRE MARSHAL INSPECTION REPORT REQUEST BECEIVED NAME 0 0 \ T _ LOCATION PERMIT # � SCHEDULE INSPECTION ON A PM 1 v {3 t-i J '7- L 5e-t- APPROVED +„J ` C. N/A YES NO EXITS AISLE WIDTHtNKLERS EXIT SIGNS EMERGENCYNG FIRE EXTING5 FIRE ALARM FIRE SPRINKSTEM FIRE SUPPRSYSTEM _ ___ __HOOD INSTANINTERIOR FISTORAGE: ___CLE TO SPR NKLERS ��CLE TO HEA 1NG UNITSREQUIRED S CHIMNEY WOOD STOVE FIFtEE ❑MASONRY FACTORY BLT. OUGH-IN ❑ NAL REMARKS: - 1 (3K TO THIS DATE INSMIPPLs I PE O +GE ERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbury .Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road r Queensbury, NY 12804 Arrive L40 am/pnt Depart arrithmn Inspector's Iniitisds NAME: '�' _ _ PERMIT # L_ LOCATION: DATE ' z 7 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footing&tNers� -� Monolithic Pour Form _ Reinforcement in Place The contractor is responsibl for providin protection front ing for 48 ho following the laeern t of the con Materials for this purpose on ite Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing. Back fill Approval Plumbing Under Slab Plumbing VentlVents in P Rough Plumbing.,, ,.,, ,-., Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exlerio R- Floors R Walls Ceiling - Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/lIeaders Bracutg;Mridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppi ng GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 'Fawn of Queensbury DepL of Community Development Date inspection request received: Building & Cade Enforcement 742 Bay Road Queensbury, NY 12804 Arrive Depart Inspector's Inki NAME: PERMIT 4 LOCATION: i DATE TYPE OF STRUC RECHECK N/A YES NO COMMENTS Footi.ngsfPiers .._ ..._...... I 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/Dampproofin Backfiill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing, Heating Rough-In Insulation Foundation Walls interior R- Foundation Walls Exterior R- Floors R- Walls R Voe - Ceiling R- Duct work or piping in u tad spaces R- �� Attic Vcut Framing Jack Studs/1-Leaders Bracing/Bridging Joist Hangers Jack Posts/Main fleam Air Irif"iltration Barrier Fire Separation 1, Z 3, hour Penetration Scaled Fire Wall 2, 3, 4 hour Firestoppin GENERAL I VSPECTION 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 Depart a T57ftspectoes Ink! NAME: 7 V 'l PERMIT # LOCATION: ` �- LATE TYPE OF STRUCTURE: LJ �- - RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Your Form Reinforcement in Place The contractor is respo le for providing protection fro freeain for 48 hours following pla ent of the concrete. Materials for this purpose i in site Foundation/Wallpour Reinforcement in Place Foundation Danipp Backfill Approval Plumbing Under Stab Plumbing Vent/Vents in P Rough Plumbin Heating Rough-In Insulation Foundation Walls Interio R- Foundation Walls Exteri R- Floors - Walls Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Franzen Jack Studs/Headers Bracing/Bridging, Joist Hangers Jack. Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 37 hour Penetration Scaled Fire Wall 2, 3, 4 hour V- Fircswpping GENERAL IN.SFEC"T IC7N REP©RT ( 518 ) 761. - 8256 Town of Queensbury Dept» of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive -q an> _ Depa Inspector's artf"i alp] NAME: LOCATIGtN: p DATE ; df } -Gate" TYPE C?E uc IVRE: RECHECK and 1v,+A COMME ooringSlP i �rP"GR c4 G V oRo thic Pour Form Reinforcement in Place r7C� T T The contractor is responsible for providing protection from freezing for 48 hours following the placemea of the concrete, "' Materials for this pul on site Foundation/Walipour 'NL Reinforcement in Place Foundation/Dampprooftn Backfill Approval Plumbing tinder Slab Plumbing Vent/Vents in P cc Rough Plumbin Beating Rough-In Insulation Foundation Walls nterior R- Foundaition Wal Exterior R- F"loors R.- Walls R- Ceiling R- Duct work o piping in unheat spaces R- Proper Vent, ttic Vent Framing Jack s Bracin ri .... 4. Joist Hangers, Jack posts/Main Beata Air Infiltration Barrier Fire separation I, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Fireswppitt GENERAL IN. CTION REPORT ( 518 ) 761 - 8256 Town of Qiueensbury Dept. of Community Development Mate inspection request received: Building & Cade Enforcement 742 Bay Road Queensbury, NY 12804 Arrive ]�n/pm Depart Inspector's 11nitin NAME: �1 1-ll _ ` _ PERMIT # LOCATION: 1 [stir �C7C�� �-� �� DATE : I L-- 1 - TY'PE OF STRUCTURE. � C'L' �F k CIE.- - - -- RECIECK NIA YEr NO COMMENTS Footings/Piers � Monolithic Pour Form ..Vo J L.Aej Reinforcement in Place ..... The contractor is responsible for providing protection from Bain for 48 hours following the place tf of the concrete. Materials for this purpose on si Foundation/Wallpour Reinforcement in Place Foundatiotw0ampproofin Backfili Plumbing Linder Slab Plumbing 'Vent/Vents in P Rough Plumbing...__. Heating Ron Insulation Foundation Walls I rior R- Foundation 'Walls Ejxterior R- _ Floors R- Wails R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack StudsfHeaders Brucing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire 'Separation 1, 21 3, hoar Penetration Sealed Fire Wall 2, 37 4 hour Firestoppi COMMERCIAL FINAL INSPECTION REPORT Building & Code Enforcement Date mspec.•tion request received: Office No. (518) 7614M56 Dept. of Community Development Town of Queensbury Arrive am/pm Depart emu 742 Bay Road Inspector's Initials y , Queensbury, NY 12804 1uAti1E ' c . PzRlvmr # Ap,;?00 4 -- d �8/ 6 75 I.,OCATION DATE —l7/©f TYPE OF STRUCTURE J/ / N/A YES NO COMMENTS C'hirrtnc'yP'B" Vent/Direct Van location Plumbing Vent Roof Comptew /lt d� fw a QfPa� rlN ifS!/`� CTf4ht L!/it v/P4/ Fi erior finish grade complete ,�r] J 1r ,�i � ✓ . Imcnor/exderior guardrails 42 in- platform/decks „ar,trey lfeltw /des 1104 i 10ve/y C 07/l ye , Ina erior/coderior ballasuers 4 in. spacing platform/ / / /! ✓/ Stair handrail 34 in. - 38 in- — A0 Q/7/I!al ✓jl va,f^1�'jr i+ r /'�it't'e 'y+-e 0,1 Step risers 7 3/� in. jV / ±.lain door 44 in. / All others 36 iQn. rr �'Y 61, Lever handles ! FxO t €rn P f ,,/� / y( Canopy to cover req exit doors `� �t'�}Q f Q U40te Gas valve shut-off exposed & regulator (18 in. abo /f� �I //` J� /� / Floor bathroom watertight /* Wric-(pGG'�7i�' dk. A'*j . . 170� Z tl i if as �aA Other floors okay, / �/ , Hot water relief valve — �?!t?/7 /Jr►iU' 'UI'� frf rfle7 'L�'/#foey Qh $ f�"e�j Boiler/furnace enclosure y+r <250,000 BTU ) y� LJf+C7 r l,filG !I f2 rare ACCp/J (fFj C • (/ � /� A00 BTU too 250 1,1.000,000 BTU's ( 1 h f,- >1.000.000 BTU's (2 hour) ( /'� � 4f��- �MM ee _ } Q }�/ �4# Gas furnace shut ofl-within 30 ft. or within inn of site '�/ f ] Z7 [ /a� .L / Oil furnace shut oflrat ent"Moeto furnace ar // ,/ / Stockroom enclosure ( l hour), 3/4 hour door /Q� Cr?✓//.'a r TX 0 Q'yy ,�J'/// e-Y e Sto age/re�ceivingl'shipping roam (2 hour), t ' doors /r fit ,/ ,�( / 1 1.2 hour doors and closers — C7 C111 j [ �!!`7 l�J/1 IGIr/J �/l Q�'ll[�6'�i P/'O '. hour corridor doors and closers ,+ Fmewallslfira separation, 2 hour, 3 hour [etc Fire dampers, 2 hour fire wall/separation or gi enter. Fire door/shutters 1 '/2 hour, 3 hour. /� �^r Ceiling fire stopping 3,000/5.000 sq. ft. l{!^�!!at"''" 1 QS I6,9 Ct Y cowlml Fan shutdown, smoke vents or fare Exit. hardware- Elevators ;anic bars assanbiy hardware Elevators V/ t- /r } � �"QY�''T /' Ye � ��� QS ��� c / ✓ E levator signaga �" �f Handicapped bathroom grab twrs/sinksltoilots Handicapped bat"arking lot sigoage aCC Handicapped service counters 34 in., checkout 36 in. Handicapped rantp/handraiis eontinuousl 12 in. beyond Active listening system and signage assembly space / Final Electrical 1V Site Plan/Variancerequirezi_ _- Final Survey, new stnuxures _ _�_ As-built septic system layout required_ V((lkavto issue temp. C/O (Certif of Occupancy) Okav to issue permanent C/O (Certif. of C)oatpancy) 0kav to issue C/C (Cenif. of Compliance) oc:�;2 GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept of Community Development .Date inspection request received: owt) Building & Code Enforcement 742 Bay Road •Z ' Queensbury, NY 12804 Arrive am/pm Depart �? }� f / Inspector's Initials G NAME...; I E - �' L"v ` /Gt Jt Ij �'Q[� S PERMIT #�" � r LOCATION. DATE : �� ���rEry �� y TYPE OF STR RECHECK J Footing lPiers �jG �, �= t C.' -Qf / i Monolithic Form Reinforcement in Place c' The contractor is responsible for providing protection from freezing for 48 hours following the placemen 1 of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Plane Foundation/Dampprooft I ! Under SI Plumbing Vent/Vents in Place Rough Plumlain Heating Rough-In Insulation Foundation Wails Interior R- Foundation Wails Exterior R- Floors R- walis R- Ceiling R- Duc t work or pilling in unheated spaces R- Proper Vent, Attic Went Franli�+ .lack Studs/Headers Bracing/Bri,cw Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Scaled. Fire Wall 2, 37 4 hour Fir+estoppin ALI GENERAL LNSPECTICIN 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 t xn Depa / Inspector's Initial NAME- w� PE1tMT.T # UCC LOCATION: D+'�TE = 13 !` TYPE OF STRUCTURE RECHECK PF C) DEC'TC_ . LAK-)ff� (0 N/A YES NO CONOAENTS Footings/Piers - _. I Monolithic Pour Form _ Reinforcement in Place The contractor is responsible for providing protection from f vezing for 48 hours following the placement of the concrete. Materials for this purpose on site FoundationlWallpour �Rni forcement in Place a�c 11 Approval Plumbing Linder Slab Plumbing VentfVents in Place_ _ Rough Plumabing Heating Rou l 4= - insulation st Foundation Walls Interior A- Foundation Walls Exterior I}- Floors R. walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent., Attic Vent Framing Jack Studs/Headers, Bracing/Brid Joist Hangers Jack Posts/Main Beam Air iutiltration Harrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wail 2, 3, 4 hour Firestoppin GENERAL INSPECTION RE VRT ( 518 ) 761 -8256 Town of Queensberry Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury: NY I2804. Arrive k:,24tij�1m Depart Inspector's Initial NAME- PERMIT # LOCATION: DATE : -� TYPE OF STRUCTURE: RECHECK NIA -YE NO CO14NMNTS Footings/Piers Y nolithic Pour Form Reinforcement in Place The contractor is responsible for providing Protection from freezing i for 48 hours following the placement of the concrete. ° Materials for this purpose on site Foundation/Wallpour Reinforcement in Place FoundationlDaunpproofi ng ! Back6ll Approval Plumbing Linder Slab / Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- L>uct work or Piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack StudslHeaders Bracing;/Bridging,, Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, !tour Penetration Sealed Fire wall 2, 3, 4 hour Firestopping JoerJ l?00 GENERAL INSPECTION IMPORT ( 518 ) 761 - 8256 Town of Queensbury Dept, of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road r ,r Queensbury, NY 12804 Arrive am/pm Dep 1 " f / Inspector's Initials NAME: Ca 1, 0*3 PERMIT # 60 '���r LOCATION: � is 9 TYPE OF STRUCTURE; t7 RECHECK ,/� YES t IVO /��ry COMMENTS Monolithic Pour Form / Reirribrocrit nt in Place The contractor is responsible providing protection from fro for 48 hours following the placement of the concrete, Materials for this purpose on site Foundation/Wallpour Reinfbrcement in Place Foundation/l7ampproofln Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plurnbin Heating Rough-In r 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 Framing Jack Studs/Headers. Bracing/Bridging, joist Clangers Jack Post uNtain Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin Jill 436 Ford Road Old Chatham A n g e r a m e New York 12136 1808 Arc h itects P. C , Architecture Planning Interior Design Mr, David Hatirt Director August 22. 2000 Building and Code Enforcement Town of Queensbury 742 Bay Road Queensbury, NY 12&M-5902 Re: Glen at F-lland Meadows Decay Mr, Hatin, In response to yourr letter dated August 21 . 2000, 1 offer the following: 1. Mirrored floor pions - see attached. 2. As discussed, we have provided foundation details that were part of the orlgk&KA set rekrted to the cottage set. See attached 3. Shop drawings for fire sprinkler system will be provided c t a later date. 4. My interpretation for protection at the boilers Is provided with a 24" high concrete base, which protects the Moiler from a bumper of a car or S U.V. Chad-size Chevy Bk3zer, centerCne of bumper Is 2410.) T 518 766 5853 S. D.actw rises etlove the celling in the garage. F 518 766 6275 6 A-0-W Will provide. E Ioa079?ool,com 7. A•CXW vA provide. 8, A-0-W win provide. 9, A•C-W wit provide. If you have any questKx-iis, please contact me at yox convenience. 5It'icerely, Leonard +G, Angerarne, ALA L.GA/tms Attachments oc: Jrn Urner NOTE: ALL -SLOPES 3-1 OR GREATER SHALL RECIEVE BIODEGRADABLE' FABRIC OR APPROVED EQUAL FOR EROSION CONTROL, UNLESS OTHERWISE SHOWN OR DIRECTED BYT THE RESIDENT ENGINEER. 0 Um fib.3—WV HAYBALE \,,tNTERCE" _\L_ :JtZ WETLAND, SILT 4 FENCE L-I WETLAN PROTECTIO F WCE //E 104T\ER PTOR L-I DELUXE ONITS \A . gip. UNIT� SILT FENCE E3 E NC H M A P k-l' SITE PREPARTAICIN LEGEND: NUT WETLAND PROTECTION FENCE Q a DRAINAGE STRUCTURES (SEE GRADING PLAN) r o- m e e m H SILT FENCE G PROPOSED CONTOUR A P P'_'l A! A f �HAYBALE INTERCEPTORINTERCEPTOR/DIKEKE EXISTING CONTOUR r c h i t e c t s, P. C. E L E',,,, f^1T `� j INLET PROTECTION a Architecture Plonning WETLAND In teripr Design NOTE: WETLAND LIMITS TO BE STAKED PRIOR TO CONSTRUCTION HYD HY D wv Um 0 330.4 3—WV .80 157 ;_ 7 080 _. lj, I � m7 A l 0 HNA TE ORARY C RUCTION a T V11 + ACC S L UM -4 L_ _j 33 .80 336.50 + 335.00 436 Ford Road OM 13 Old Choth X, New Yot* 12136-18M, P 518, 766 W3 DEL6XE F 518 74 6275 UNlfl� E loo076ot r-nm STD. UNITS T 0 . t , - i i Illyl tKw6tf`l UK UNITS t"t. ;7r L—CWvF, 2 (T P.) 40 LON Alk,)g 5mo" 5pt", W 126" 4 CTf% EXTEND WETLAND PROTECTION FENCE UNIT3 ALONG WETLAND .,.//Ph". C46) 561-6400 Fox: (15W) w 15trV ratvrol: t H A Yl _LE•\INTERCEPTOR L-I SILT A FE\NCE David 5ondars, P.C. 10.0. Box 5K rimt Oroonbvsih, W I �OTIC/E .(Sib) 414-4622 fir: 4516) Z KRAFT/PAkR kSULATIO 1UST& BY Nl)i-COMBUS IBL: BA ri pl. x4 / '760 C-a-lwm W-00d, ton .fWearier NY - 1,2 TLAND PRO CTIO WET�AND/ Fox EC FENCEny w. . DEW X6 Co 7 TTA-610 N HAYBALE% `t- INTEVEPTOR\LV2 - SILT, E 0 N FENCE OVEEftionsFO M IN UtATIUST B %y r 7MINUTTHERMAL ARRIER P o MATCH LINE, (SEi\\SHEET SP��\ 'l-T Ma sp-2 CH LINE i J(SEE FILE C. day TOWN, 01: QUEENSW BUILDING DEPARTMENT rive Bawl on our knked examination, S lTgrin PREP. P�UIN rd be mftW as indicting ft plans and Veckalims are in fW WE01 onoiar" *0 the node. 7 JJ 140.16 165.65 ...................... STA: 6-61.42 1 )W/FSET: 59.00 c12 DELUXE UNITS 50' R.O.W. 10 STD. UNIT 157.57' io CD FA IVI!JST '\I P 0 147.69 7 R-45.00 13 STA: 5-92.62 L-113.81 < < OFFSET: 70'-G" R Tanw142.34 Delta-1 44'j4'44*, DELUXE UNITS 14 A 299.43 MEADOWBROOK ROAD R40' STOP SIGN _4Y LAYOUT LEGEND: PC POINT OF CURVATURE R e r o m e PT POINT OF TANGENCY A r C h i t' e C.t PRC POINT OF REVERSE CURVATURE Architecture R RADIUS Planning L LENGTH OF CURVE Interior Design TAN TANGENT LENGTH % CONCRETE BERM COTTAGE UNITS 15 rtKrtNV1LVLAr% \ \1. ;w \ 0 - - OR RADIAL TO ROAD 'S' CENTERLINE FUTURE 56, It STA: 4#13.59 50R.O.W. DEVELOPMENT PC x 4#97.81 OFFSET: TO'- 0" R 15 0o 0 MAIL BOX LUSTER STD. UNITS STA: 1-96.25 OFFSET: 70'-0* R 00f- , -P,0A I& PRIMARY ROAD STA 3#83.05 D STA T* 19.42 CULDESAC • - TYPICAL DELUXE 18 CULDESAC WE OFFSET: 68'-0m R -WEST END 17 COTTAGE UNITS \7 TA 8443. PT 3.96-06 R25' TYP. R -250.00 I 6 17 L-346.06 Ton=207-23 X, 8 D 8-42- \ I ST D. O VT \ � UNITS T ' 9 .9570' STOP SIGN STA: T-70.15 OFFSET: 92'-0" R T_ \ / \� 0 L-11 BIT. CONC DELUXE PVMT. (PARKING); - --, - \ 6 \` UNITS TYP. 6 I EJ 20' WIDE ELUXE IC CONCRETE SANITARY i 2 UNITS L-11 WALK SEWER EJ EASEMENT 4 STD. 3 STA: 1-23.23 STA: 3-55 al OFFSET: 70'-0" L J OFFSET: 70'-0" UNITS L EJ an R-200.00 0i / y L-335.48 STA: 2-39.67 0" L Ton-222.52 Ed OFFSET: TO'- Delta-96*06'07" JXPANSION EXCEPT WHERE NOTED. \ '� \ THE DIVIDER WALL BETWEEN (6JT. TYP. ) A0 6 PIER FACEIN im N, _ STONE ENTRY WALL, 15'-0' 5. 25; .-0 PIER 9 PLAQUE NI.C. G G G BITUMINOUS 50' R.O.W. C BERM ONCRETE PC - 1-27.37 436 Ford Rood Old Chatham New York 12136-1808 P 518 766 5853 F 518 766 6275 E loo070oo1. corn Al R-250.00 0"L-167.02 , \0 Ton-86.76 Project EXCEPT WHERE NOTED, BITUMINOUS THE DIVIDER WALL BETWEEN 0 -AC R35' COTTAGE UNITS IS PERPENDICULAR OR RADIAL TO ROAD 'S' CENTERLINE 30- WIDE SANITARY SEWER EASEMENT \ - - - fol �\ �: 'v\ MATCH LINE (SEE SHEET L-3) TYP. AC COND.-\ O BIT. CONC. PVMT. XV 9 F=EJ CONCRETE 111 WALK !6 I W EJ o Ic > C) R4* TYP. A! \� < OR .000' 5T STA 0-00 en 00 at HilandMw"-s A OW W10AW all?* OhMrtft NIM &W Ths Eft a Abmbw 01MA lMVNrNiN HAVILAND ROAD WEENSBURY, NY Consultants Civil ond Londscope: 10 L.A. Croup 40 Long All" SMOtogo 5pr", W l2bW plr*m. ") 5617-0100 FOX (5 16) M-7-646t PRIMARY ROAR STA 6-61.42 - U RE PRIMARY ROAD STA -52-38.40 Cb Mechanical P.O. 5ox 514, 155mt (9roorkwoh, W 12<;&,L R_.300.00 104_146= FOX.. (*Sib) 4144**$; FUTURE L-109.23 ROADWAY Ton-55.22 Electrical: 0*00 Delta-20*51'39* MAC F-InginearlInq -760 Carlton Rood, (511ftm 100-k, My 1-'WO FOX: (SIO) Vr_,W, 31#00 phow: (516) 6,M-1500 30;9�0 PT Revisions MATCH LINE (SEE SHEET L-3) Title �YOUT P�N WEST �:n SCALE: 1" = 50' NORTH SCALE: 1* - W Do hot "I* *04*V - Vft 0 *4", vsrify d aMRrMm an ft or SA, 2 of IM IM E&OWM Lft f a arm W"" kftwtL P. d� Drawing Number L fi:,^ our2 A Date. ?-f7ril 1, 2000 DRAINAGE STRUCTURE TABLE PIPES (NOTE: ALL PIPES TO BE HDPE) RIM ELEV. INV.(S) IN INV. OUT PIPE RUN LENGTH NOM. SIZE SLOPE STRUCTURE 324.00 324.12 323.97 316.56 316.56 311.60 311.88 311.40 320.61 320.61 322.60 322.35 321.65 314.35 314.01 314.01 - 320.43 320.41 - 313.40 307.76 - 308.40 - .317.24 - 319.38 318.63 3I0.99 - 310.89 320.50 320.33 320.04 313.56 313.30 307.26 308.88 308.15 317.36 316.99 319.50 319.28 318.53 310.49 311.01 310.64 CB#I - CB#2 CB#2 - CB#3 CB#3 - FE01 CB#4 - CB#5 CB#5 - CB#6 CB#6 - FE#6 CB#7 - CB#8 CB#8 - CB#6 CB#9 - CB#10 CB#10 - FE#2 CB#Il - CB#12 CB#12 - CB#13 CB#13 - CB#14 C8#14 - DMH#I CB#15 - CB#16 CS#16 - DMHiI 14 LF 32 LF 84 LF 24 LF 299 LF 113 LF 95 LF 79 LF 24 LF 23 LF 24 LF 1 9 LF gOO LF 54 LF 24 LF 21 LF 18" 18" 18" 12" 12" 24" 12" 15" 15" 18" 12" 12" 12" 18" 12" 15" 0.5% 0.5% 0.5% 0.5% 1.T6% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 3.77% 0.5% 0.5% 0.5% CB#I CB#2 CB#3 CB#4 CB#5 CB#6 C8+�7 Cg#g CB#9 CB#10 C8#Il C8#12 C01#13. CB#14 C8,015 CB#16 DRAINAGE STRUCTURE TABLE (CONTINUED) PIPES (NOTE: ALL PIPES TO BE HDPE) STRUCTURE RIM ELEV. INV.(S) IN INV. OUT PIPE RUN LENGTH NOW SIZE SLOPE CB#17 319.98 - 316.98 CB#17 - CB#18 34 LF 12" 0.5% C13#18 319.77 316.81 316.56 CB#18 - DMH#2 129 LF 15" 0.5% CB*19 322.65 - 319.65 CB#19 - CB#20 25 LF 12" 0.5% CB#20 322.65 319.52 319.42 CB*20 - DMH#2 163 LF 12" 0.5% CB#21 322.31 313.06 313.06 CB#21 - MH#2 6T LF 24" 0.4% CB#22 321.70 - 318.70 CB*22 FE#13 80 LF 12" 0.51. CB#23 322.00 - 319.00 CB#23 - CB#25 57 LF 12" 0.5% CB#24 322.50 - 319.50 CB#24 - CB#25 42 LF 12" 0.5% CB#25 323.48 318.71/319.29 318.61 CB#25 - CB#27 107 LF 12" 0.5% CB#26 321.60 314.67/317.67 313.92 CB#26 - DMH#3 117 LF 24" 0.4% CB#27 321.30 318.OT 317.82 CB#27- CB#26 31 LF 15" 0.5% CB#28 320.10 315.60 315.35 CB#28 - C # 6 134 LF I8" 0.5% CB#29 319.29 - 316.29 CB#29 - CB#30 45 LF 12" 0.5% CB#30 319.00 316.00/316.06 315.81 CB#3 - CB#28 42 LF 15" 0.5% C8#31 319.18 - 316.18 C #31 - CB#30 36 LF 12" 0.5% CB#32 329.50 - 326.50 CB#32 - DMH#4 234 LF 12" 3.27% CB#33 324.10 320.64 CB#33 - DMH#5 1T7 LF 18" 1 0. % Do W vAk a..:». - ». Movive * WA. Wily d d%WSWM 410 * nnWwa e or to %b ebawwt is • o" of Sm 7200 Sk1b: 1 OF be fivs 160509a Low. M2W lip o h dave+r, P.C. mw% It Ne On w rqn N #4 I AWW is p.11iw AW MM arm we" of k*Mft a r Drawing Number L4 Date: ,A i 1 .1, 2000 MEADOWBROOK ROAD KV Z is t: / v wIRV I LAWN ��; 5 0 12 13 V DELUXE UNITS 3 1 y DELUXE IAS UNITS AR i MEADOW 14 a MEADOW SI `\ GRASS o. ^� • GRASS 1 LAWN 1 SEE ENLARGED \ COTTAGE PLANTING \ \ AS PLANS BELOW LAWN \ 10 x 4 STD. o I H �o UNITS I O � STD. UNITS \ \ � � •, LAWN \ \ g ® 16 k 3 ✓ \ LAWN X LAWN �x 3 y . TYPICAL DELUXE IS NI LAWN 1 \0?j x I ie 17 COTTAGE UNITS _ LAWN V 8 STD. LAWN \ UNITS 7loft ` I , LAWN °OO MEADOW I L \ + GRASS LAWN DELUXE UNITS . +• MEADOW GRASS 4 \ SEE SHEET L-10 FOR PLANTING SCHEDULE � k � MEADOW - - .................. _ - I MEADOW rA GRASS DELUXE GRASS \ + .. + � �� ° � ' � ' '-� _ 2 UNITS � �, /// � + +\\ 4 STD.. oI /�LLff'iG�ndw4"w m � LAWN UNITS 3 3 ALAWN - HAVfLAND R LAWN MEADOW \ GRASS N 3 MEADOW GRASS ' 1 I MATCH LINE (SEE SHEET L-10) LAWN �j ; LAWN LAWN LAWN TYP, PLANTING FOR DELUXE COTTAGES TYPe PLANTING FOR STANDAR SCALE: 1"-2V- Or 2 OAD )UEENSBUPY, V 4 PNI I ■'r■" ' Consultants / 2 f Civil and Landscape: P L.A. Croup v 40 Long All" bra SPr , Ry t lgfbl 581_6100 FOX: MEADOW GRASS / \ --'- Structural:�< MEADOW` MEADOW GRASS / � -'-- GRASS LAWN MH1771 JAMICI / Mechanical: i \ David Sanders, P.G. P.Q. Box 514, Eowt 6rcertvAh, Ny 13 i Phone: FOX, Electrical: ' ■�� � �� \ MATCH LIN"E (SEE SHEET L-NOl MAC, Engineer in LAWN I iiFton