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2000-915 1r"k, 'SOWN OF QUEENSBURY . 742 Bay Road, Queembury=, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE %f"N" OCCUPANCY jr Permit Number, P20000915 Date Issued: Tuesday, May 15, 2001 This is to certify that work requested to be done as shown by Permit Number P20000915 has been completed. Tax Map Number. 523400-046-000-0006-004-000-0000 Location: 15 OVERLOOK Dr Owner. FAMILY GOLF CENTERS INC Applicant. MICryIIALLS GROUP This structure may be occupied as a: By Orderof Town Board Townhouse TOWN OF QUEENSBURY Garage - 2 Gars Attached liireplace Director of Building & Code Enforcement T�7' VN OF QUE E NSBURY 742 Bay Road, Queensbury, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20000915 Application Number: A20000915 Tax Map No: 523400-046-000-0006-004-000-0000 Permission is hereby granted to: MICHAELS GROUP For property located at. 15 OVERLOOK Dr in the Town of Qpeensbury, 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. Type of Cons,tx-txctionvalue Owner Address. FAMILY GOLF CENTERS INC Townhouse 229,900.00 4TH FLOOR, 538 BROADHOLLOW Garage - 2 Cars Attached MELVILLE, NY 11747 Fireplace Total Value 229,900.00 Contractor or Builder's Name / Address Electrical Inspection Agency NEW YORK BOARD OF FIRE UNDER Plans & Specifications BP 2000-915 ; Lot 4, House No. 15 Overlook Drive Townhouse (side by side), 2 car attached garage, i fireplace as per plot plan and specifications. $384.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Saturday, December 07, 2002 (If a longer period is required, an application for an extension must be made to the code Enforcement Officer Dated at the Town lf i �`u��ssbu �ur y ecember 07, 2000 T,SIGNE BY for the Town of Queensbury. Director of Building & Code E orcement .Buiitl To Permit Application Town of Queensbury - Dctx. of cottttttteltity Development, 742 gray Rend, Querarbrfrv, NY 12804 17614236) BUILDING & . CODE rNrOI? CE " ENr Requirements prior to issuance Loginning t must be obtained before of this permit* PERMIT r1LS NOr�_ g aanstrucCion. Ttitt7 in3pectiCrins �,�? ade until applicant has received C] Zonljtg Board .Action YEriMIT FEG' PAID 3 X BUILDING PERMIT, Ail Arica. I UAc ts' spaces on this application REC,?L'ATION rEE 13AID $ e completed af& the signaturePluttrtirtg Bcaardplicant must appear cnn the � rEWep fT Y.SPR 1 Subdivisionn farm, 7Ao,kya. Rrrltifin4 lnr�nnr Recreation Fee Payment Applicant: ` AAE I ±c )?els ,�g Nov 2 2000 ` t ..�.._,�� Owner: Z+'r iuEcw 15 r _ dG?C, �f`) L';v C3 C1;.F?�Elv1�i;Sa�?`± rl, ` ddruss: � � � � 'Lf�#t�l�,cf:3il\'O AND •�C?C7F I'honc # # Property Location: SubdivisionNnn3a:' y Tax Map NuntUcr I �� Sectimi Mock t ru NATURE OF PROPOSE ORK • ESTIMATED MARKET VALUE OF THE New Building : q J1, l ' CONSTRUCTION : $ _ Z, g residence / commer al fir ✓ Addition to Builds residence / r OCCUPANCY INFORMATION : Alteration to Buildi, n : primary Building residence / Comm rcial, .2!�, Single Family Dwelling Residence / Commercle, Two Family Dwelling no change to exterior size Family Dwelling Office Ot k ( d scribe below ) Mercantile rA =''i Manufacturing GRASS AREA OF PROPOSED RE : Other RE : +-y /7r"'J 1st Floor . 7`r If ADDITION , what will use lho 2nd .Floor . . . . . . -kG7 sq . ' . ' • ' 3S, sq ` ' � of new, addition be ? : . . _ t Other Floors . . . . . sq , f t . I!!" - ( not unfinished cellar or basement ) ACCESSORY SUILI3INGS : Detached Garage 1 , 2 car TOTAL FLOOR AREA : �7,{p `.� . SQ . FT . _ Attached Garage Jr 2 ca Private Storage Bui ing SIZE OF NEW STRi]CT(JRE : Commercial Storage Building FEET X FEET d other Foundation Type : �� Nvz! Will any second- hand or iingraded Number of Stories : __ lumber be used ? If so , for what: ? ( habitable space only ) -- Height ( grade to ridge ) : Z'5 feet = PE OF BEATING SYSTEM : Number of fireplaces and/ car wo�o�.. st:ove ( circle all, which a plies ) to be installed : .Electric / Oil / as / Wood Forced Hot .Air / Baseboard / Other Person re a ervision of work as regards to building • codes is rk ki.;b A dre sPhdne l Suilder : Plumber : _ Mason : l t Q Electrician : '� p 'zZ DEC.LAR,A27011k Please Sign below afle'r you have carefully react the state=rnent. To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of ali proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complies] with, whether specified or noted , and that such work is authorized by the owner. Further, it is understood that T1we shall submit prior to a Cortifiicnte of Occupancy"or Certificate of Compliance being issued , an AS BUILT PLOT PLAN by a licensed siLxvey�drawn to s� sE3otvt�n�g nVual iacat"son of project an premises . Signature: uc (owner, owner's agent, architect, contractor) Application for Permit — Septic Dispersal System Town of Queensbtuy 742 Day Raub Queensbuty, NY 12804 (518) 761-8256 I . OWNER. INFORMATION: Location of installation: () Y olrce Use � Tax Map No. �/ ( / L-� File Permit N� � Owner's Name:~ G e �S � n � Fee Paid Address: Cf ^ r /- !? IIr� � t Z 20 INSTALLER"S NAME [ i 4 S Z ...� PHONE NO. ,9 3• RESIDENCE INFORMATION: (circle year of dwelling, indicate # bedroom(s) and multiply # r?f bedrooms with applicable gallons per bedroom to equal total dadyfluw) Year :Xuguse No of Bedrooms_ wc Cgtmp�t�ation, Total Daily Flaw 1980 or older x 150 gal/bdnn = 1990 — 1991 x 130 gaVbdrm 1991 — present x I10goVbdrm Garbage Grinder Installed yes _ / no Spa or Whirlpool Installed yes ! no 4. PARCEL INFORMATION: (circle applicable information 8a indicate measurements) '� i�y .._ _ � Rtl#r9 QCQil111+r�'�wtpr. ...I3V�roGk .Pr_IrrtUe#KJ.44!s_�alOxl�i nt4slic _ .�lor•S��t�#wly re rl trt wJrrrt dryrth rrt tvJrert rlelrrlr — r ►fir t Balling lrrcrrrr feet _ J/raG.t y e Steep slope clay if well, water srgrply �3a slope other from any septictirysterrt depth: absorption is fl. other Percolation Test: (To be completed by licensed prrrjesslonal engineer or architect) minule per Inch 5. PROPOSED SYSTEM: For Ne nstruc 1 n: All individual sewage disposal systems must be designed by a licensed professional engineer or archilect (unicss installed in a Planning Board approved subdivision), Acid 230 galitnis it, ilec sire of the septic tank and leach field for each Garbage Grinder, Spa or Whirlixral Tub. Septic Tank: (brio (min, size 1, 000 gal.,l Tile Field: each trench j . Total System Length: Jl. Seepaga Pit(s): member of� size ofeacls: _'fi• by Size or Stone to be used: tt / delrtic yr thickness Bed System Size: x Alt0mative System: -- length and'or size 6, HOLDING TANK SYSTEM: (if required) Number of tanks: l Size of each: gallons / TOTAL Capacity: gallons Noa<e: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 76 SIGNATURE & INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please mote that pursteaut to Section 136-29 of (lie (Code of Ihe 'r'own ofQueensbury, any permit Or approval granted which is based upon or is granted in ralianco upon any material rtzisrclxrasontatia�t or failure to rreake a material fact or circumstance known by or on beltalroralr applicant, shall be void, I have read the regulations with respect to this application and agree to abide by these aced all requirements of the Town of Queensbury, Sanitary Sewage Disposal Ordinance- Signature o responsible person Date ! >! I ' l�i !'c• ? t .it's11.i1 'ti C) fficc . . '1'rltV1) i>I [ ltaceltNlrtlrc-, 742 [i>3t 1Zta:acl , � j Application for Fuel Burning Appliances &. Chimneys applicable to solid fuel & vented gas appliances 00 r`� r I f Da�4 +�.�.�- _._ -. ?c r tali__ � - -- r�eY- 10 �a , 1z ' r1p/;'IiCcrlinxr ta' hclelly rerrxtic 1r) the l3rrilrlrrt� cL f 'rrrls:- s {�;�it 'r. jeer- fIt<� r.�.srrurfcti r)f a IitrlJt>'illir Pcrrxfif /�trl'Stteefrt to 11tc ,'Well) York .5'ferte Pire Prevelazotr clrr<! 13tri/rlimr Code - l7xcr crp/11tr cart rye f111 Free' k3grec.s to c•ompo!v with ell/ applice'rb/c 1awS, ol,diaallces , i-v-Vtrlrrtioils, ,:xrrl ail e-owtifirrrls there ter e pal/ of ncc-rV ' x-egetireme ats and also will ca/hilt ell/ ol'sy)eelars to el Mtc PI Wf s , fo /)crfurrlr )-eglared do �Ow i NOTE to applicant . ROUgh -in and F ' al flispcctiolls ate zeq > lired _ � Applicant Inf`or-matiozi .. Fuet f3zt1 zzing A f3pliattCe Ittfiat rztatian 1 � ]� f i ! cic appropriate xvcirds) .N11111e : %� X x %c fi SJI.O'\ c" 4t'CJ C7[7� CL7ffl J74'�rrC�! gCIS l tom — Fireplace iYasert Address:10 C4'�, -. � Fireplace, filCtC?S"}''-bUiIt : il'ood m i"LC]rZ4 1=irephCe. 111asotlry: wood �£rs l~Uril<aCC; avo4�1 errs oil I f non-masonary applicauce, please provide Owner: cylWw-A.. Man tY fact Lirer Name. -- — Address : Model ;Number: F ` ChimneNl Informatioitl Photle: (� irci ^ appropriate at crds) Masofiry /llorrk bl-ick stone ► s � �� Flue rile eel size: ifachcs Exact Address: -- Of call ur t•ttstalltttiotr Factorv-Built Matwfactur•er name. Modelt*Number- _ Note: Model Rv: Number: Ctrnstrirction f Installation Imest — conform to NYSFire Prevention & I3¢4i1£llifg Indi..eate (circle) Chimney material : Cade. Consult available Town of Q jt&cjrjsb3rrZ' l Hemdozets regarding required inspectlons. Dotrbly ala l 7r-rlalc lticrll i Ixr,s111c,Feel / fJirc^cf t'rttfilt C%rxrxt+rc�a t_ixrrr i Fire ,iltrx'slrtxl C'urle =, $ r f C ally crc°r 4 R firrtrfc°r1 He c'e i t' rl %t .rrrr Ir c rrrerf� r3 tr �l "'"�` rrrlrfr. .r U 1�i c�W+t 1Y ►YY= 1 r �rTr r l '; 33$9 (ll?) Public Snji n' C`a✓ — -- -- - --- - - — — -- 4 23? 163 - rlles � 1 ion l \vliite ( Appiicaw) - Green ( Fire \ 1atsllal ) YeIlow ( 13Id Del)r. } fink t: GOIC10111Od (Cashier's Dclit-) F irc ti :u shai's Office " O%04-tt cif QQueensbury, 742 Ilav Iinad, Quecnsburr', NY (5IS) 7fa1 -8245 Application for Fuel Burning Appliances & Chimneys . � y applicable to solid fuel & vented gas appliance Pert-nit N Applicerlioa is hereby rnrrele io the 13'trileling c� C'orle.s Ofjir'e fiat- rlle r.5'.e'f13Yr2y@rI�/©Fy >1 PertrriY ptrrsuatrt to the New York .State Fire Pr-everztiort rrrirl l3rrilrlirt�r C'urle. 77te s agrees to corrrply it all applicable lanvs, urclinances, ix:gtrlrrtivrrs, errtfl all conditions r tat [ii-z jic�i7x`rjf ' these reytrireineitts and also %toill rrllOW all inspectors to eater premises to Perforrn ►-equired in.+Jtc criorxr. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Btli-ninb Appliance Information ( ctrcle appropriate words) Name: 7NA "%&C44Z czm _� Stow : wood cord pellet gas Fireplace i :tsert Address: C 4 �' *�� ty Fireplaac��built: ivood us Fireplace, 1iiasonry. wood gels Furnacc; wood `77') oil Phone: If 11011-masonary applicance, }Tease provide Owner: wax.. Manufacturer Name: Address- Model Number: Chimney Information Phone; (circle appropriate words) Masonry block brick stone Flue file lee size: inches Exact Address: -C,.OL � of Con writ crion or irr srallation Factory-Built Manufacturer narne: z ote: Model Number: Corrsrruction / Irtstetflatiprr nrztsf Listed By: Number; cote oi-nr to 1VYs Fite Prevention d Building Indicate (circle) chimney material : Code. Consttlf available Tower ofQtteensbtrr;tr Handows regarding regitir•ed inspecriotrs. Dottble xeull Triple teal! / Insulated 1 Direct noerrtiltg Cfrinr+ret' Liwrr i C'a.rat�s3�.r's�t =]r,�,�c,*�,—'".'r',' ��aE -- �'o�r�rat off' +y7u��r��srxx-�,a-, .k�i'+e►�- Y,c�-z-I� ' f Fire ;tlarshrrl Core e s collected S Rcfirrrded Rec'c ir . d_T rrr+r rr'Gfirrlrlerl7rrJ � rev-Nic-6elrj Cl1" k'r .-f 17,33389 1190) Public Sajen• .J .4 ?a 3265S ( 30) A1lWarr• Sides cam"+ fsr�r,.a�ss•on � �w�t �1�.e+f�. oa �..��y, (Applicant) Green ( Fire Alarshal ) I N'ellovi, ( Bldg. Dept, Y Pink & Goldenrod (Cashier's Debi.) TOWN OF QUEENSHURY BUILDING & CODE ENFORCEMENT 742 BAY ROAD QUEENSBURY NY 12004 ` (518) 761-8256_ ._ ARRIVE : DEPART : FINAL INSPECTION REPORT •- RESIDENTIAL DATE INSLEHQTION RF.'+'QUEST CHIVE NAME LOCATION DATE �.] " r [ "^r �c'' - PERMIT # TYPE OF STRUCTURE FOOTINGS FOUNDATION BACKFILL FRAMING ROUGH PLUMBING SEPTIC INSULATION FINAL ELECTRICAL WOODSTOVE OR FIREPLACM EE I HSI CH EY 1iE C.HT VEN liEfGHT Lori G vE RQQE ING EXTERI(pR FINISH ECK 4R H S LINGS LIL ALV S URN C HO WAT OPE N XNTSRICR TRIMZPRXVACY R FINISH FLOORS : BATH/K I' C EN TE T F1 ' OTH�^,R Fi,OO4t3 SWEEPAB OTHER FLOORS C ETED STAIR CLEARANCE/RAXLXNGS SMOK9 . VETEC RS FAN PL__UM111,09 FIXTURES FOUNDATION ON GARAGE I PROD ING ppoa CLOSERgi FINAL ELECTRICAL I, N (VARIANCL REO . ..,..._m SU}i,VEY PLOT PLAN OK TO ISSUE C/O OR C C RECEIVED NOV 2 9 2000 TOW,v OF QUEENSSUP' BUILDING ANp CODE MAP REFERENCE: MAP OF A PROPOSED MODIFICATION OF OVERLOOK AT HIGHLAND PARK DATED: NOVEMBER 18, 1999 BY: VAN DUSEN & STEVES LAND SURVEYORS, LLC 0 N M 00 ti + c's _03 0. S I 4 0 'J O Ile 6$ R s 25�, D lot--13• 117.37' W S 07011'27" � W evideo� o{, beC�eve I saw etc., obse�Ved' °� fees Ve yam:' e Seen °� � ��oaSes, Wells, a dia l i �a�teGts such a� �� l also tep� set jo °� oU a,., o doclame ices - ,;,Wally meaSU pjE an. D u s e & Steve s Land Surveyors, LLC 37 Chester Street Glens Falls, New York 12801 (5181 792-8474 New York Lie. No. 50135 'LDMITIDIU3D AL1F]iA1ON OR ADD1110N TO A SURVEY YAP EAR>f10 A UDDWFD UND SURVEYOLS iAL A A NOAIM 9F S:CMI TM SRF-W%901 X a W REM YOU( SPATE mLMA— ARM.' 'OILY O�E33 iROH 1HE O,= OF THUS SURVEY MAN= MM AR OUOPIAL OF ME LAND SURKTORS SEAL. SIAU. pE CONSODED W E VALD MLIE omw "CDIIF1CAl1ONi POR/�lm IEIIEDN SIOOFY RUT TNS SURVEY HMS PREPARED M ACCMMHOE % M ME pOSUNO OWE OF PRACM FW LAND SNgEIM ADOPTED ry RE NEAR VOW STATE ASMAIM OF 14H COOA4 LAND SUIVEMM SAD CDTU MIMS LMALL KM OLY TO TLE PERSON FDR SM THE SOEVEY M PREPMMD. AHD ON W3 UDIALF TO THE MTLS MrANV, OOMD&EWM AODW AND LOEMO POTTMM US= HEREOF MD TO ME A53QN S OF THE LDOM6 *48== * XAGNNTM N 02'26' 40" W 376.86' LANDS OF LOOK HOMEOWNERS ASSOC., INC. oV"*RL 831, '�` cnLMES L 2 ��k D 15�32, 34" ?g �s'-'•,?1 • RjjT�, R=243.00N I_=144.77' eve iNG /`" R=293.00' 1800/1/0 Al 801 NU PAno ROAD z ss W Map made for THE MICHAELS GROUP Town of Queensbury, Warren County, New York NO. I DATE A•.au at Hiland Park DESCRIPTION e 1 "=50' SHEET 1 OF 1 MICHAELS GROUP (OVERLOOK) DWG. NO. OL-3-4 -7- �" RESIDENTIAL FINAL INSPECTION REPORT I `% Office No. (518) 761-8256 Date inspection request received: Building & Code Enforcement Dept. of Community Development Arrive arrilpxn Depart Town of Queensbury Inspector's Initi s 742 Bay Road Queensbury, New York. 12MM e� NAhM ti PERN T ## LOCATI DATE TYPE OF STRU NIA YES NO CONUvIlENTS Chimney HcightPWi Vent/Direct Vent Location Fresh Air Intake Plumb Vent i2Lmugh zoof Roof Complete Exterior Finish Complete interior/Exterior Railings 30" to 36" Exterior Handrails, balconies, landing 18 in. mar Interior Handrails stairs both sides 3 or more Chade 2% away from foundation 8" clearance to sill plate Gas Valve shut-off exlw�lnegul " a ve grade Gars Furnace shut.-off within 34 feet or within me of site Oil Furnace shut-soff at an to furnace Furnace/Hot Water Heater opera Relief Valvc(s) installed � / - Headroom, 6 ft. 6 in. on stairs Basement stairs, 6 ft. 4 in. handrail exterior stairs both sides more than. risers Interior privacy/trlm/doorshmain entrance 36 Fluor Finish BathroomlKitchan watertight Interior Handrails Bali ;es/t ding i$ in or more. Railing across window in stairwells Smoke Detectors: - l every icvel every L?edrOCSM '�]' outside every bedroom wit +*.l s T. L G- +'' T oe inter connected Bathroom fans 1'"t Plumbing fixtures 1� Foundation insulation '/4 hour fire door/door closer, Garage fireproofing evarage penetrations sealed Furnace in separate morn protected (in garage) Light ventilation per zoom Safety glazing 18" or less from floor. Final Electrical Site Plan/Variance r eguired Final Survey Plot flan As Built Septic System layout required Okay to issue C/C (Certif, of Compliance) Okay to issue temp- CIO (Certir of Occupancy)_ okay to issue permanent C/O (C.ertif. ofOceupaacy) RESIDENTIAL. FINAL INSPECTION REPORT (Mce No. (518) 7614a56 Date inspection request received: Building & Code Enforcement -3 0 !V Dept. of Comnnunity Development Arrive arn/pm Depart =_�•' Town of Queensbury Inspeetces Initials 742 Bay Road Queensbury, New York 12804 LOCATION ���1�� CJ/�iC� �� � l]F.TE TYPE of SvfRUCT _IRIc NIA YES NO COMMENTS Chimney HeightPW' Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete p Exterior Finish Complete L f I Interior/Exterior Railings 30" to 36" ��� / (�( Exterior Handrails, balconies, lauding l8 Interior handrails stairs both sides 3 or m ri Grade 2% away from foundation 8" clearance to sill plate Gas Valve shut-off exposedJregulator is a ve de Gas Furnace shun.-off within 30 feet or vn T of site Oil Furnace shut-off at entrance to furnace Furnw.�r,.eMot Water Heater Relief Valve(s) installed Headroom, 6 ft. 6 in. on stairs Basement stairs, 6 ft. 4 in. Handrail exterior stairs both sides more than 3 'sere Interior privacy/trini/doosshnain entrance 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 18 in. or ore Railing across window in stairwells , 1 G [ Smoke Detectors:— 4r/ A) every level every bodroom outside every bedrxroxrx inter comiceted Bathroom fans Plumbing fractures Foundation insulation 1/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected (in garage) Light ventilation per room mSafety glazing 18" or less fromfloor Final Electrical Site P1anivariance required Final Survey Plot flan As Built Septic System layout regnired okay to issue C/C (Certif. of Compliance) Okay to issue temp. C/o (Certif. of occupancy)_ Okay to issue permanent CK) (Certif: of occupancy) `? ` RESIDENTIAL FINAL INSPECTION REPORT 0Mce No. (518) 761,8256 Date inspection request received: Building & Code Euforcemeot Depth of Community Development Arrive Pm Part Town of Queeusbury Inspector's Initials 742 Bay Road Queensbury, New York 12804 NAME �� DATE LOCATION TYPE. OF STRUCTURE N/A YES NO COMMENTS Chimney Heightr B" Vent/Direct Vent Location Fresh Air Plumb Vent through roof Roof Complete Exterior Finish Complete Inictior/Exterior Railings 30" to 36" Exterior Handrails, balconies, landing 18 ' , or Interior Handrails stairs both sides 3 or en Grade 2% away from foundation 8" clearance to sill plate Gas Valve shut-off exposed/regulator 18" bove de Gas Furnace shut-ofFwithin 30 feet or with n 1' of site Oil Furnace shut-of at en ce to furnace _ Furnace/Hot dater Heater Relief Valve(s) .installed Headroom, 6 ft_ 6 im on stairs Basement stairs, 6 ft. 4 in. Handrail exterior stairs both sides more 3 risers --�, , 1 'h,f rG 309<Arr JAJ Interior privacy/trirn/cloa Wumin entrance 3 Floor Finish Bathroom/Kitchen watertight Interior Handrails Balccnuiesn uxti g 18 in. ntore /y — Railing across window in stairwells Smoke Detectors: every level '�' �I' 1` /�rL'j,•'/f �'G 4 every beclrocxrt outside every beclraain inter crnuiected 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 from floor Final Electrical Site Plan/Vanance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C (Certif. of Compliance) Okay to issue temp. C/O (Certif of Occupancy)_ Okay to issue permanent C/O (Certif: of Occupancy) /! -L C] p 0 FIRE L ARSHA TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED � d PERMIT # Z�kW-!:l 5 NAME Y'',=�..... [ LOCATION rZ::5'1-- SCHEDULE INSPECTION ON AM OINYTIME APPROVED NIA Yes 1vQ EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS - FIRE ALARM SYSTEM FIRE SPRINKLER SYS M _- FIRE SUPPRESSION S TEM HOOD INSTALLATION INTERIOR FINISHES STORAGE: - CLEARANCE TO SP K RS CLEARANCE TO HEAT] UNITS REQUIRED SIGNAGE _ I ; CHIMNEY -- {- WOOD STOVE FIREPLACE - MASONRY _ FIREPLACE - FACTORY BUILT - --�- REMARKS: OK TO THIS DATE Ov lwp%lP.pm -�-� INSPEC R RESIDENTLkL TONAL INSPECTION REPORT Office No. (518) 761-8256 Late inspection request received:- Building NSF. Code Enforcement �t Dept. of Community Development Arrive am/ptn Depart Town of Queensbury Ittspector's Initials 742 Bay Road Queensbury, New York 12804 NA�W �+Il��l' _ PERMIT # LOCATION J C-�1 ��7� ro► 1]A 1 E TYPE Ora STRUCTURE: NIA YES NO COMB/I ENTs Chimney Height/"8" 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 IS in. or more Interior Handrails stairs both sides 3 or mare misers Grade 2% away from foundation 8" clearance to sill plate Gas Valve shut-off exposed/regulator 18" above grade Gas Furnace shut-off within 30 feet or within line of site ........... Oil Furnace shut-off at entrance to furnace area Furnacemot Water Heater operatln Relief Valve(s) installed Headroom, 6 ft. 6 in. on stairs Basement stairs, 6 ft. 4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/mam entrance 36" Floor Finish BathroomlKitchen watertight Interior Handrails BalcomeaftAuiding 18 in. or more. Railing across window in stairwells � � Smoke D �R etectors: [ 1 144TIZV3 every levvel� every outside every riecdroont inter connected Bathroom fans Plumbing fixtures Foundation insulation } 4 hour fire door/doom closer, I!G✓ Garage Garage penetrations sealed Furnace in gate rowan protected (in garage) Light ventilation per room. Safety glazing 18" ie c fi otn fl Final Electrical e d Site Plan/Variance required f-' LrrQ (,C& Final survey Plot Plan As Built Septic System layout required Okay to issue C/C (Certif of Complianee) Okay to issue temp. C/O (Ccrtif. of Occupancy)_ Okay to issue permanent C/O (Certif, of Occupancy) TOii1r! OF QUEENSBURY BUILDING_ COOE ENFORCEMENT 742 Bay Roar! Queensbury NY 12804 (518) 751-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name Location Date ` 7 0 Permit # CID J SOIL TYPE: Sand- Loam-Clay- Results of Perco ation st- ( if applicable ) ate-Mina a/inch TYPE OF SYSTEM: ABSORPTION FIELD: otal Le gth Length of each tre ch Depth of trenches Size of stone SEEPAGE PI Numbe - Size - ' ft . x to Stone size 3 PIPING : i e ype Bldg . to Tank Tank to Dist . Box Dist . Box to Field/Pit Openings Sealed? Yes a Partia LOCATION/SEPARATI OBIS : Foundation to Tank feet Foundation to Absorption feet Separation of Pits feet Conforms as per Plot Plan es No LOCATION OF SYSTEM ON PROPERT ( circle one ) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMMENTS : SYSTEM USE APPROVED : NO Arrived: Departed : ui ing nspector TOM OF QUEENSBURY BUILDING A CODE ENFORCEMENT 742 Bay Road Qoeensbury NY 12804 (518) 761-8256 SEPTIC 'DISPOSAL SYSTEM INSPECTION Name 1 1 �l Q `- ' ■ Locati on Oy e LCO K Date ermit # SOIL TYP Crzsand- Loam- lay- - Results of Percolation Test- ( if applicable ) Rate-Minute/ Inch TYPE OF SYSTEM` ABSORPTION FIE D : Total Length Length of each tre ch _ Depth of trenc s Site stone ft x........ SEEPAGE PI b Size - Stone size Nk PIPING: S re yp �7� Bldg . to Tank Tank to Dist . box -- - Dist . Box to Field/P ' Openings Sealed? Ye o art . a LOCATIOWSEP"ARATION ' feet Foundation to Tank feet Foundation to Absorpt'Separation of Pits es feet et Conforms as per Plot P an No LOCATION OF SYSTE ON PROPER ( circle Front - Re - Le ide - Right S Middle Front - Middle Rear COMMENTS : SYSTEM USE APPROVEDx YES NO Arrived : Departed _ � Buijding Inspector i TOWN OF QUEENSBURY " BUILDING A CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (51s) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name _vv% XckA�± r d; & kr Location 1 � C Vr �2Lt+e+�L C Date -2�q 0k Permi t #! SOIL TYPE : Sand- Loam-Clay- Results of Percolation T ( if applicable ) Rate.Mi te- nch TYPE OF SYSTEM: ABSORPTION FIELD : Total Lengt Length of each trench Depth of trenches Size of stone SEEPAGE PITS : \Number- ft . Size - Stone size PIPING: j � e Bldg . to Tank "� Tank to Dist . Box Dist . Box to Field/ openings Sealed? Yes o artia LOCATION/SEPARATION � � Foundation to Tank _ rC_��^'_ feet Foundation to Absorpti n feet Separation of Pits feet onforms as per Plot Ian es No LOCATION OF SYSTEM PROPER ( circle one) Front - Rear - Left Side - Right Side Middle Front - Middle Rear COMKENTS : IlAveTl 5' SYSTEM USE APPROVED : YES Arr"Ived: ' Departed : Bui Tng nspector i srwcrrarrc ..��14 14 ,5 .. XZ 283 s9 . LANDS OVERLOOK HOMEOWN ov Rj tzz U'la U.71E5 L fig' rs' ooi7, rTY FIRE MARSHAL TOWN OF CIUEENSBURY QUEENSBURY, My 12804 (518) 761 -8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED PERMIT # NAME LOCATION SCHEDULE INSPECTION ON AM PM ANYTIME APPROVED I NIA ! YES [ NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING -j FIRE EXTINGUISHERS FIRE. ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES` _ STORAGE: CLEARANCE TO SPRIN LERS CLEARANCE TO HEAT] G UNITS REQUIRED SIGNAGE I CHIMNEY WOOD STOVE R CE - MASONRY REPLACE - FACTORY BUILT ' I REMARKS: u OK TO THIS DATE C . �' CC IN9P8LIP,PYIB INSPECTOR +GEIWERAL IffAME T QN REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement t 742 Bay Road Queensbury, NY 12804 Arrive am/pm Depart " Inspector's Initials NAME: PERMIT # _ ..., L OCATION& �'( DATE : TYPE OF STRU RECHECK NIA YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible providing protection fidrtx i for 48 hours following the la nt of the concrete. Materials for this � o site Foundation/Wallpour Reinforcement in Place Foundatio fin Backfill Approval 7 Plumbing Linder Slab Plumbing Vent/Vents in Rough Plumbing Heath Rough-In on Foundation Walls Inset% R- _ Foundation Walls Exteri R- Fioors Walls Ceiling Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing, Jack. Studs/Headers Bracing/Bridgin Joist Bangers Jack Posts/Main Beam Air Infiltration Barrier. Fire tion 1, 2, 3, hour Pc tration Sealed yfm Wall 2, 3, 4 hour. 'Firestoppiniz C w 30 GENERAL roj.VREPORT t 5is » 6i — s256 I9 ( Town of Queensbury request received: Dept. of Community Development hate inspection Building. & +Code Enforcement l e7 z 742 Bay Road Arrive amlpm Dept m Quecusbury, NY 12804 Inspector's Initiatis PERMIT 0 NAME: DATE : � E• � . 1.C)CATION: k III A! TYPE QF STRUC"TURE: RECHECK NIA YES NO COMMENTS I Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection fro ins for 48 hours following pi meet of the concrete. Materialsfor this Purpose n site Foundation/Wallpoor Reinforcement in Place Foundation/Dampprooffn Backfill Approval Plumbing Under Slab P ng VentlVe 5 nts in P "Pj�Plumbin - �c! f``Ro ` E- .,�►�"' FHucaaj= ugh-In Foundation Walls Interior Foundation 'Walls Exterior Floors R- Walls R- ![Cw.ouC this 12 °" - `JFtT K - C114-5 � Ceiling R- Duct work or piping in unheated. spaces R- r Vent, Attic Vent_..- ramiing ipck Suers racmg/Bridgin Joist Ha wrs Jack postdMain 'F3eatn__--.._ —. Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour restc►ppin j f GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road 1`7 Queensbury, N-V 12804 Arrive am/pm Depart p inspector°s Initials NAME: _ h r` Ise Cr e��i 1 �' 1� PERMIT LOCATION: J "� DATE : 3 t a TYPE OF STRUCTURE: RECHECK NIA YES NO +COLVIIrJiENTS Footings/Piers ^r-� Monolithic Pour Form Rcinforocement in Place The contractor is responsible for providing protection from fhxzin,g for 48 hours following the plaoernen of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place FoundationfC ampproofin Bacicfill Approval Plumbing Under Slab ng VentlVents in lace ti� Plumbi ,r :Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls RW Ceiling. R- Duct work or piping in unheated spaces R- r 'Vent, Attic Vent Jack Studs/Headers / .^ Bradrig/Bridgi �JQ lJ l 7 upjoec f � C �44e _ Joist Hangers Jack Posts/Main Bcamim Air Infiltration Barrier Fine Separation 1, 2, 3, hour Penetration Sealed (� Fire n 3, 4 hour �y^Zn- �G e 7C,rig � THE 111 CHAEL S 6FIDUP PAGE l_1 j,+ I4/ 2?001 23 : 55 rrjrl'iH3f3FI•3 �, Ppv Kn. W-) 1171 P. i11 1'It3B�14-f1 t �fFf! ]tI � ri�3 PM R�'i � . 'I'i211q., FIFPT. . .A,y_• YA.YYa'G rYi'�"—y--�rYtllgSgt 3.tL _ ... ...... .•TfMfes� ..}TNAY TyYY t l 49 I 4w:roW E.Y ! +tIV i rSil+VcC #Idsl6rit ...-..1�,.... Z 1dPP ManYA mdVtkMf, !bw rnnYe MYr ra axxc IF3` 06r ►aqn f "Cr:Ta:+tY RtIY\fam lrNLFM. t5:n9 I,LSar +<Y . 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Ni AA GENERAL INSPEC QN REPQRT ( 518 ) 761 - 8256 Town of Queensbury rreceived: -3 3 >I qs J Daft iu On request Dept. Of COmmuaity Development sp�u Building & Code Enforcement 742 Bay Road Arrive andpm Depart `' '? . 6?/ Queensbury, NY 12804 Inspector's Initials ' lc ----��" P X C 1C NAME: C 5 Z PERMIT TYPE OF STRUCTURE: RECHECK NIA YES NO CONiM ENTS FootingslPier's � Monolithic Pour Form Reinforcement in Plane The contractor is respo for providing; protection fro ng for 48 hours following t e ent of the concrete. Materials for this purpose site FoundationlWallpour Reinforcement in Place Foundation/13atnpprooi n Backfilt Approval Plumbing Under tom::' Plumbing VentlVents in Place Rough Plumbi Heating Rough-In Insulation Foundation Walks Interior - Foundation Walls Exterior - Floors R- Walls R- Gelling R- Ouct work or piping in unheated spaces R- ....._ ttic Vent rams Y 'LI JJ k Studs/H.eaders BracingfBridgin Joist Hangers Jack PostsM ain 13eam Air Inftttration Barrier Fire Separation 1, 2, 3, hour tionit 2 Sealed F" alt 2, 3, 4 hour tX�stoppi c/C! FIRE MARSHAL TOWN OF QUEENSBURY OUEENSBURY, NY 12804 (51B) 761-8205 FIRE. MARSHAL INSPECTION REPORT REQUEST RECEIVED NAME LOCATION --. - - PERMIT # SCHEDULE INSPECTION ON AM PM 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 _ -..-..- __-•-- - - - i STORAGE: CLEARANCE TO SPRINKLERS _ - CLEARANCE TO HEATING UNITS REQUIRED SIGNAGE -- -- - - CHIMNEY WOOD STOVE - - -- U61 EPLAC MASONRY t4wFACTORY BLT. _--- _ ❑ FINAL �- REMARKS: - Cl OK TO THIS DATE 1P1SFy"ka 1p.WJB INSPECTOR +CE1V"ER'A I INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensiury ! Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Hay Road Queensbury, NY 12804 Arrive am/pm Depart pm Inspector's InUI s NAME: « PERMIT # �ZQ) _9 / LOCATION _ _ I Gy6 �� ,L,�,DATE TYPE OF STRUCTURE: RECHECK NIA 'YES NO COMMENTS Footings/Piers - _..._.._.. _..__T_-...i Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from fr g for 48 hovers following the Pl vent of the concrete. Materials for this purpose on si FoundationlWallpour Reinforcement in Place Foundation/Dainpproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Pla Rough Plumbin Heating Rough-In Insulation Foundation Walls Interi r R- Foundation Walls Exte or R- _ Floors I R- Walls l R- Ceilin,g R. Duet work or piping jn unheated spaces ' R- Pro Vent, Attic Vent Bracing/Bridging, C lj�fit!" *G� ! r1 10e,o44 I V Joist Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour_ Penetration Scaled / F' 3„ 4 hour 1�(��7�rC ' " Firestoppi c c r E� F IRE MARS1-IAL T01MN OF QUEEt4st4yl3uR QUEE(518)761 -82 5 INSPECTION �--^^G(�}TION REPORT F1RE MARSHAL. REQUEST RECEIVED �� NAME e e LOCATION ' t `'C '�-__- =� p,N�(TIME sCHEnulrE INSPECTION ON �....- .. APPROVED p11A YES �0 C_.,,^,,...�"_•'''` � S - AISLE vyli3THS E)OT SIGNS -- - k EMERGENCY UGHTkKG IP FIRE WINGUISHERS -•- - _ FIRE ALARM SYSTEM FIRE SP RR"VLER SYSTEM FIRE SUPPRESSION SY EM HOOD lP1STAUATiON INTERIOR FINISFIES STORAGE'.CLEARANCE PRINiU E -- TS CLEARANCE TO 14 TING l3 RE 1 �Ql,,RFD SIGNAG'E CK%MNEY W STOUE F EPIjkm - MASONRY �-- IREPLAC'E - FACTORY SU10 - _ �v] OK YO INIS DATE ARKS.. -� iNSP'ECTOR rT GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbu ry Dept. of Community Development Date inspection request received: � Building & Code Enforcement 742 Bay Road Queensbury, NY 12$44 Arrive am/pm DeparE� �alnnf,/ Inspector's lnitiais NAME; lade S t'' PERMIT # � e L Jf LOCATION; DATE TYPE OF STRUCTURE; RECHECK N/A YES NO COMMENTS Footi.ngsll'iers_ — 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 r�!6 �"(� � � +C A i Foundation/Wallpour Reinforcement in Place Foundation/Damppmofingl Ekwkftll Appmval� d r Plumbing Under Slab o } am-r 1U ng VenUVents in Places ': 1, r✓57.{ LG Al 1 otiL i 'err&a� ' ' � f'' ' ' l Pe4" "` NA ughPlambin Heating Rough-In Insulation r' Foundation-Walls—Interior add ►� ,tJ 'I �'' UZI A"L Lu.� Foundation Walls Exterior fQU i P Floors R- ,a t2 j, vs j c, -j ram` ' rR�•ss Walls R- Ceiling ka.. iT+FL - b" 9 e� `� ft' '�7 r� y Wit" S •� Ducat work. or piping in unheated spaces R- r Vent, Attic 'dent Jack Studs Meaders 1 Rp U ! t7C 012 � J"/0 v *( BracmglBridgi g ,: kl T-' Joist Hangers Jack Post&Wlain Bleam Air Infiltration Barrier [_ Fire Separation 1, 2, 3, hour +� Penetration Sealed [•"w` 3, 4 hour ;� 14 e. , / , i,r15TALL t" 1tZ6_0 19 rdR'C—VOZ ," Cam' GENEli[AL AySPECTl ff REPORT ( 518 ) 753. — B256 Town of Queensbury Dept- of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Rost! �? Queensbury, NY 12804 Arrive am/ptn Depart pm Inspector's Initials NAME; 1 PERMIT # � 00 LOCA.TICIN: L3A I E : TYPE OF STRUCTURE: RECHECK NIA YES NO CONMIENT'S FootingwPiers — �u Monolithic Pour Form Reinforcement in Place The contractor is respo le far providing protection fro freezin for 48 hours following t p ent of the concrete. Materials for this purpose si Foundation/Wallpo 0 Reinforcement in PIa _ F tion/Dampproof'rn ckfill Approval Plumbing Under Slab Plumbing Vent/Vents in Pla Rough Plumbin Heating Rough-In Insulation Foundation Walls Interior - — Foundation Walls Exterior _ Floors R- Walls R- Ceiling R- Duct work or pipping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Bridging, Joist Hangers Jack Posts/Main Bream Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL INSPECTI N REPORT ( 518 ) 761 - 8256 Town of Queensbury Date inspection request received: Dept. of Cornmnnity Development Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arriv ep � toes Initia NAME; S PERMIT # ,r^ LOCATION: DATE : TYPE OF STR r " RECHECK NIA YES 0 COMMENTS too ootingw?lers — — Monolithic Pour Form Reinforcement in Place The contractor is respo for providing protection ng for 4S hours following a ent of the concrete. Materials for this purpose o site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P Rough Plumbin Heating Rough-In Insulation Foundation Wails Interior Foundation Wails Exterior Floors R- Wails R- Ceiling R' Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridgin joist Hangers lack posts(Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin I cy m c� QltA GENEML ( 518 ) 761 - 8256 - Town of Queensbury Dept, of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Depan a /ptn Queensbury, NY 12804 Arrive ant/pm m IpgpeCtOr"s Initials r NAME: _ iC] to EAC PERMIT # LOCATION:ION: _ 1 C3 V I t�i7 �.b�Ay�-�- DATE : TYPE OF STRUCTURE: RECHECK N1A YES NO COMMENTS Footinow'Piers 7- 1 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 BackCrll Approval. Plumbing Under Slab Plumbing VentlVents in Place Rough Plumbing 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 V t Framin Jack Studs/Headers Bracing/Bridging joist Hangers jack posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 21 3, 4 hour Firestoppin Offlce Use GENERAL INSPECT10N REPORT Inspector: Ready at time: r' Lam" Torn of Queensbury Dept. of Community Development Request received: !'� J � .Meet: Building & Code Enforcement At time: 742 Bay Road Notes: Queensbury, NY 12804 ARRIVE �`-{ � am/pm: DEPART amlpm (518) 761-8256 Inspector 's Initials NAME: C't3 PERMIT # LOCATION: _ �� vc LC`Q_ INSPECT ON (date)-. F� TYPE OF STRUCTURE: _ RECHECK NIA YES NO COMMENTS Footings/Piers Monolithic four Form . brJ Reinforcement in Place ^t 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 'W ellpour ,..� Reinforcement in Place Foundation Dampproofing__ ._.- _. Backfill 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- — __— Duct work or piping in unheated spaces R- Proper Vent, Attic Vent_. � yam•^ ���J 5 / K' Ast� �Franuxzg, �_...� Sack Studs/Headers __ - ^ /S '.& t � 'r' °• Bracing/Bridgiog, _.. a f� d '/ Joist Hangers.Jack Posts/­Main Beam Air Infiltration Barrier.__ 7 + s f Fire Separation 1 , 21 31 hour__.. Penetration Sealed 7 Fire Wall 2, 3, 4 hour_ Fixestopptng�_ _�, _� [ :�SueHerningway\Bt1iiding.0 odes.Inspection.FORMS\0ENERAL tNSPLC iT€7N REPORT doe, 13 : 50 FAX 5187930602 MAHONEY NOTIFY + 02 Mahoney rAO BOX re? GLENS FALLS NEW YCIRK 12001 Notlfyw Plus Inc - ji T{ 79'i i7RR FA)C _l lfix ;H:h-!76U'_ May 8, 2001 The Michaels Group L_ L . C . 10 Blacksmith Drive Suite 1 Malta , NY 12020 RE: Wand Park 15 Overlook Drive To whom it may concern : This letter will certify that Mahoney Notify-Plus Inc.. has completed the final irispccticri of the fire alarm system at #1 5 Overlook Drive , Queensbury, N.Y . Should you have any question , please do not hesitate to contact our office. Sincerely, Edward Bo` gf Installation Foreman G .C . Queensbury Bldg Dept 05/15/2001 11 : 27 FAX $187930602 MAHONEY NOTIFY * [a 02 Mahoney PO BOX 767 C%LEN3 FALLS NEW YOPK 12801 Notify-Pius nc . ,1p -sr'3 77nn I A ;1 n 74z.060 May 1 b , 2001 The Michacls C'� rc: up LLC 10 Blacksi-pith Drive Suite 1 Malta , NY 12020 RE ; Hiland Park 1 a Overlook Dflvr: To whom it may uuric:ern : This lottor will ccrtity that Mahrxney Nntify-Plus Inc. has added one smoke detector to the basement Lit the at:rc;:vi: rofemnced pFemisiDs . Should you have any gUeStiurl , do not hesitate to contact our office . Sincerely, Edward J . Boller Insta .lation ForerrILarI dd MAY 1 C au l TOWN OF 0JZ` F-NSr3URY BUILDING4kNO ._ _____'°_°E Add THE 111MICHAELS � ,� GROUP ,�,. �, December 20, 2001 Tom & Sue Ford 15 Overlook Queensbury NY 12904 Dear Mr. & Mrs. Ford.: On Saturday, December 15, 2001 , I met with you and gave you a copy of the engineer's report. We would like to correct the problems noted in the report. Please contact me to set up a date to schedule the work. Thank you. Sincerely, PC4�k Paul Lambert Service Manager 10 BLAC KSMLTH DREVE, SUITE 1 * MALTA * NEW YORK 12020 PHONE: (518) 899-63 L I + FAX: (518) 899-6260 70 Lake Shore Drive Malta, New York 12020 (518) 584-8656 (518) 577-7600 (Cell) CRK Engineering December 7, 2001 Mr. Paul Lambert The Michaels Group 10 Blacksmith Drive Malta, N.'Y. 12020 Re: Structural Inspection — New Construction 15 Overlook Drive, Queensbury, N.Y. Dear Mr. Lambert: a Thank you for choosing CR.K Engineering as your inspection services company. We appreciate the opportunity to be of service to you. The following information is provided as a reference: Inspection Date: Tuesday, Oct. 23, 200I Style of Structure: 2 Story Duplex Inspection Time: 4:30 P.M. Approximate Age: 1 s l Temperature: 74 F Weather: 'Sunny This inspection was performed to review the structural adequacy of the first floor deck system in the kitchen area. The floor exhibits a fair amount of slope toward the center support wall as evidenced by a visual inspection_ During the inspection the owner indicated his concern regarding a few other potential structural issues. These items have been detailed in this report. After you have reviewed this report, please contact me should you have any questions or comments. Sincerely, eith P/Rup/ert`r'P.E� CRK Engineering — Cammiued to Excellence November IS, 2001 Page 2 Existing Conditions 1. First Floor Fraining — Kitchen Area The first floor framing for this structure consists of 11 -7/8" TJI1Pro-120TS floor joists spaced 19.2" on center spanning from the exterior foundation wall to interior wood beams and/or a wood framed wall. The area in the kitchen utilizes the foundation and the 2x4 wood framed wall for support of the floor joists. The kitchen floor system is out of level and pitches from the outside wall toward the center of the house. It was mentioned that the concrete floor was not poured prior to the framing operation and that a temporary support was used in lieu of the interior bearing wall for the floor joists in the kitchen area. The frarning sub-contractor used a single 11 -7/8" TH joist to support the interior ends of the floor joists while the framing of the structure proceeded until the floor was poured. The single joist was insufficient to bear the weight above, which caused excessive deflection of the joist. This resulted in the permanent kitchen floor joists to be out of level, or pitched toward the center of the home. The concrete floor was poured and the wood bearing wall constructed at some later time, however not until a significant amount of the framing and finish work was completed on top of this deflected floor system. An attempt was made to jack the ends of the kitchen floor joists up with little notable success. The floor remains pitched and out of level. It should be pointed out that the floor system in it's present condition is structurally sound and does not present any danger or safety concerns now or any time in the future. 2. 'Floor .joists but of Plumb — Master Bedroom Area During the inspection the condition of the floor joists supporting the master bedroom was noted. The joists were not plumb or square to the sub-floor as required for a proper installation. It was estimated that some of the joists were out as much as 1" to 1-1/2" from top to bottom of the joist. ?. Sill Plate Installation The homeowner pointed out that there were slight gaps between the top of the foundation wall and the sill plate. A small amount of daylight was visible in a few locations permitting air infiltration into the basement. 4. Steel Post Sunuort The steel plate on top of the support columns along the main beam in the basement showed signs of bending due to the weight of the beams at the butt splice locations. CRK ,Engineering — C'onirnitted to Excellence November 15, 2001 Page 3 S. Main Beam The main beam supporting the first floor joists in the living room area was installed and nailed in place with a slight curve when viewed from either end. The beam is not rotated or twisted. Recommendations The following recommendations are offered to correct the above noted deficiencies 1. First Floor Framing— Kitchen Area The least invasive and least destructive means to correct the slope of the floor in the kitchen area would utilize a self-leveling lightweight floor compound installed directly on the sub-floor system. The procedure would require removal of the existing cabinetry and flooring. The following specification and installation instructions are offered: DESCRIPTION 1 .Provide a self-leveling Portland cement based underlayment. 2. Provide labor, material, equipment, and services necessary to complete the cementitious underlayment work. 3. This system consists of a primer and a mix of special cements and binders which, when mixed with water, becomes a highly liquid compound that seeks its own level and produces a flat, smooth surface. QUALIFICATIONS 1 .Installation of the cement based, self-leveling underlayment must in accordance with manufacturers instructions using mixing equipment and tools approved by the manufacturer. 2. Provide Self-Leveling Underlayment Concrete: a. Underlayment shall be able to be installedfrom 1/8^ to any thickness in one pour, but may be feathered to match the existing elevation. b. Underlaymeni compressive strength shall be 4100 psi @ 28 days per r1STM C1 p9lmod. c. Underlayment shall be walkable after 2 hours and allow floor covering to be installed after 16 hours at 70 F. CRK Engineering — Committed to Excellence . . . . . November 15, 2001 Page 4 APPLICATIONS After proper preparation, underlayment shall be suitable for: 1 . Rehabilitation projects: Old concrete, wood, metal, terrazzo, quarry tile, ceramic tile and over cutback adhesive residue. DELIVERY, STORAGE, AND HANDLING Deliver materials in their unopened packages and protect from extreme temperatures and moisture. Protect liquids from freezing. MATERIALS 1 . The cement-based underlayment shall be 4100 psi Self-Leveling Concrete. 2. Primer for standard absorbent concrete shall be P.V.A. Primer, 3. Primer for non-porous sub-floors, cutback and other adhesive residues, metal and wooden sub-floors shall be Ultra Prime. 4. Aggregate shall be well-graded, washed for use when underlayment is installed over 1/2" thick. 5. Water shall be clean, potable and sufficiently cool (not warmer than 70 F.). TECHNICAL DATA Based on a mixing ratio of 3.5 parts powder to 1 part water (pbv). Flowing time..... .... ........ ..... ............... ........ .Approx- 10 minutes at 70 F, Initial Set, ASTM C191 ................. ... ...........Approx. 30 minutes at 70 F. Final Set, ASTM C191 ........................... .....Approx. 2 hours at 70 F. Compressive Strength; ASTM C 109/mod.....Approx. 4100 psi after 28 days Flammabilty, ASTM E84: Flame Spread.__.._ .._.-0- Fuel Contribution.. ....-0- Smoke Development.....-0- Upon installation and proper curing of the self leveling underlayment system, the flooring and cabinetry would be reinstalled. CRX Engineering — Committed to Excellence . . . . . . . . . . . . . . . . . . November 15, 2001 Page S 2. Floor Joists Out of Plumb — Master Bedroom Area The repair of the floor joists under the master bedroom area would include the following: A. Work on one floor joist at a time. B. Temporarily support both floor joists on either side of current floor joist with a 2x4 jack post on either end. C. Cut the bottom nails (only) loose where the joist is nailed to the wood beam and/or sill plate. D. Straighten the floor joist by hammering either end until plumb. E. Nail the joist back in place. F. repeat for each joist observed out of plumb. 3. Sill Plate Installation The gaps between the sill plate and the top of the concrete wall should be caulked with an elastomeric latex based caulk. 4. Steel Support Post The steel plate at the top of the support posts should be replaced with a 1/4" steel column cap designed to provide full width bearing a minimum of 3" along under each beam. The attached product recommended by Trus Joist for this application should be used.. 5. Main Support Beam The repair of the floor joists under the master bedroom area would include the following: A. Temporarily support the floor joists on either side of the beam with a 2x4 wall constructed parallel to the beam. B. Cut the bottom nails (only) loose where each joist is nailed to the wood beam. C. Straighten the beam by hammering and/jacking in place until the beam is straight and plumb. D. Nail the bottom of the joists back in place. E. Remove the temporary support walls. END OF REPORT -�a re. du�.� Sp�.rJ or. � lcar joist � CF K Engineering — Committed to Excellence • • • • • . • • . • • • • • • 1 h eA MF b(-J) 3 AN y November S, 2001 Michaels Group 10 Blacksmith Dr. Ballston Spa NY 12020 Re: Ford Residence IS Overlook Dr. Column Cap Mark Johnson you Trus Joist technical representative has asked me to write to you regarding a column cap plate on the above referenced project. The•plate in question%is supporting =, f 1 ,761-pound reaction, froMA t3va 3 '/2"x9 ''/2" Farallam beams on top of screw type adjustable column. It is reported that the current plate is presently bending under this load. To correct this problem 1 would recommend fabricating a column cap from '/4" steel plate similar to an LCC column cap manufactured by Simpson StrongTie. The cap shall be 11 V2" in length with side ears 4" in height. The cap shall be designed to fit over the screw section of the column. See detail below of Simpson LCC column cap. I 4` Should you have any questions please contact me at (856). 596-555S. Sincer ly, PRO'ce' 3' Ro rt A. Kuse , PE w , Northeast R ornai Engineer V0 Hartheust F;onion A 104 Centre Boulevard. Suite A karlton Now IarSaV nflnsA-4), fn A phnna PFo. cu cscc A C.,,. Qcr. oar UUAY