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2010-479
glaki TOWN OFQ UEENSBURY tom 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100479 Date Issued: Monday, August 13, 2012 This is to certify that work requested to be done as shown by Permit Number P20100479 has been completed. Location: 454 CORINTH Rd Tax Map Number: 523400-308-015-0001-037-000-0000 Owner: NEW HOPE COMMUNITY CHURCH Applicant: NEW HOPE COMMUNITY CHURCH This structure may be occupied as a: Commercial/ Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property / owner of the responsibility for compliance with Site Plan,Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code nforcernent or Zoning Board of Appeals. TOWN OF QUEENSBURY ` � 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FON Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20100479 Application Number: A20100479 Tax Map No: 523400-308-015-0001-037-000-0000 Permission is hereby granted to: NEW HOPE COMMUNITY CHURCH For property located at: 454 CORINTH Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: NEW HOPE COMMUNITY CHURL. Commercial/Industrial $750,000.00 PO BOX 4270 Total Value $750,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency J.LUK CONSTRUCTION 796 BURDECK St SCHENECTADY,NY 12306-0000 Plans&Specifications 2010-479 New Hope Community Church 15952 sq ft church $2,392.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,June 02,2012 (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 To of 01iiecnsbt>/y� 7 T fr , une 02,2011 r r` SIGNED BY • for the Town of Queensbury. Director of Building&Code Enforcement Temporary Certificate of Occupancy 90 Day Building Permit No. : 2010-479 Property Location : 454 Corinth Rd. Property Owner: New Hope Community Church Approved for the following uses: Commercial Structure Conditions of approval : 1. Install new emergency exit door&panic hardware at Northeast corner of worship room. 2. Submit engineer's as-built of septic system. 3. Complete all site work as per approved plan. 4. Submit engineer's certification of site. 5. Submit construction as-built drawings. 6. Reinstall handicap&no parking signs to proper height; 60"from ground to bottom of sign. 7. Install permanent handicap bathroom signs; 60"to center of sign from finish floor on wall, latch side. 8. Install door closers @ storage room, double doors. 9. Submit final report from architect/engineer approving project. Note provisional approval on file. $100 fee received on: June 15, 2012 90 Day Temporary CO expires on: September 15, 2012 *A final inspection for this project must be scheduled before the expiration of this Temporary Certificate of Occupancy— if your project is not complete within this 90 day period you will be subject to additional fees* Signature of Applicant: Director of Building & Codes: (--- 4vP 45(-' •v rs^� ti94',SCCr'..0-.0 T rCfTt- �C s�.9: TAS:•���• Se 29. 2011 11 : 14A DIA Watervliet NY' • ^:'�••�: J • •. •.v";,�.�'�", `,;,•,y" `� P' 4/121��,�,,�, '•,i. ✓•'e.,I,I° �•��,✓•;;; F. ��:✓a:n No. 9402&\' .,,.�¢� • :P MIDDLE DEPARTMENT INSPECTION AGENCY, INC. ', fit that the electrical wiring to the.electrical equipment listed below has been examined and is approved as x.,, beingin accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date ') .•j PP 9 tY. 9 cY ,1 noted below and is issued subject to the following conditions. )00-111e? r:;;) -). Owner- ` CVS Date: 08/22/2011 :b Occupant: Same Location:216 Quaker Road .; Occupancy Queensbury, Warren Co. NY ,:* ' Drug Store 1st Floor Red Box ,l �;> Applicant: ,':•' ,.:•,., JEC JEC Electric ! �• �. 10 Numan St., Suite A ,, l E D E PA `' �,, "e Glens Falls, NY 12- r, ic) 20 _ '^46 ?' r) L ' J ) Joseph A.Holm---' ••-i ;fi t A.s. ;1) }N No. 03260!,..4t-IT, v �y� r 1 v s Equipment: . • (.c " . 1 -200 Amp Disconnect; 1 r3Feede o Re. :ox lac ine > ' r G' (?� 4r <) r4 ° %;'-••• 104 tt G Vi40,1 i•, •)- .1i. :'d This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. TMs certificate applies only to the use,occupancy end :�;%� ,,,-,•4above and the installation inspected as of the above noted data based on a visual ownership as Indicated herein. Upon a change In the use,occupancy or ownership `,x i.',':) inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be Immediately null and void. \, ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, .,:� ',c be valid foreperiod of one ?'t year from the above noted date. Should the electrical this certificate may be revalidated upon relnspegtlon by Middle Department ';'2 system to which this certificate applies be altered in anyway,includingbut not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle ;% PPI Y P 9 cY. PP P �•'� ; ed to.the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection end revalidation 6 y) 9:, any of the components installed as of the above noted dam,this cem7icate shall be process. A fee will be charged for this service- %' C.y :;) .n,7,.• T;is;•%;5%:�;.i•;i;:�1,,/•;,,,:1:.i�: i;.;:i.•':n�i Vr�.—.%moi%S%'"./-,,.,• ••.,.,loll::r.':r;5�i%: r..7-'N-•'v/`rC` 4**,.".'"ri•:%i�,;%:.`7i:`•,...�ii1"�. - . i^: r/-�./"_._ r!sl/, Y ' � �yj , oF44 , I lay, 29. 20122: G7FMy _.MDIA, Watervlie , N ''/ . ,V,\;;em ,, • N _3471 _ / ,,, MIDDLE DEPARTMENTY INSPECTION AGENC , I C. a' ii cos ; : S *xx/t idl that the electrical wiring to the electrical equipment listed below has been examine and is approved as ' r being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date k. * noted below and is issued subject to the following conditions. <' Owner: New Hope Church Date: 05/21/2012x° s. Occupant: Same Location:454 Corinth Road r.r` '� Queensbury, Warren Co. ANY �* Occupancy: ry. • �< Non-Residential r,- Applicant: i Global Electric C 59 Fairfield Ave. ez Albany, N.Y_ 12205 li$ % • ,4 • • �'� r� Joseph A.Holmes • • • 4) i� No. 1410 • Cr y (�,�� 32;14.274.8EL" •;: Equipment: <<a 2 - 200-Amp. Service Equipment,°•.2 :Amp:Service'Conductor 4/0;'59`=Switches;'138- Rec• eptacle• ; 182 - Fixtures; '.'t 2 -Water Heaters; 4-Vent.Fans; 17' Emergency Lights; 4- Exit Lights; 12-Exit/Emergency'Combt's; 2 -Time `; . Clocks; 1 -Lighting Contactor;.2 -:100 Amp Sub Panels; 1 -Sign; 2-50 Amp HVAC-,Units;•,1 -60 Anil) HVAC Units =, j . Vii;) . • a, This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies on1)1 10 the use,occupancy end `T%�i (C;� above and the Installation inspected as Of the above noted date based on a visual ownership as indicated herein. Upon a change in the fixe,occupancy or ownership ie;5� ICJ Inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be immediately null and void. `Gj) r-;,.*,,, ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based)upon the above conditions, ,-:. A: be valid for a'period of one year Irom the above noted date. Should the electrical this certificate may be revalidated upon reinspectif n by Middle Department ;',-;i system to which this certificate applies be altered in any way,Including but not limit- Inspection Agency.Inc. An application for inspection must be submitted to Middle ",:;;i 'i;%) ed to,the Introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation C j) ,% any of the components installed as of the above noted date,this certllicate shall be process. A fee will be charged for(his service. ick} ��&i:F ��,`.i . .i',^.;-,N `.i`=Sr'} ��•Tv ;.:!.,� ,:��,�.vn,�r�,;� . n'-;.r;'..r;:�!.,;:�: :)1N5%''.=h•ii:•:r i S%:`3/..V..:,:%,5�,,4,\....—.;1yY�. •v._V.1.�,J; ��. '�•�•`. 1.-\- v:L:�:\'!:\'!44��%tet\°ice %4 ✓ i,S„ ,� • its $ —5/I> 9 ••• • 1 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection ceived: Queensbury Budding &Code Enforcement Arrive: a p. Depart: t'`l0 a 742 Bay Road, Queensbury, NY 12804 Inspectoras Initials. NAME: tJ H©PE G t1• . PERMIT#: -4' LOCATION: s f 1t1111P DATE: —1 - 1 I-- COMMENTS:COMMENTS: N NA Chimney/"B'Vent/Direct Vent Location J Plumbing Vent Through Roof 6"/Roof Complete / Exterior Finish/Grade Complete 6'in 10'or Equivalent V Interior/Exterior Guardrails 42 in. Platform/Decks Interior!Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"I Treads 11" 1 Vestibules For Exit doors>3000 sq.ft. AU Doors 36 in.wILever Handles I Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44'(!)/Canopy or Equiv. ✓ Gas Valve Shut-off Exposed&Regulator(18")Above Grade J Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum . Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 Y2 doors > 10%> 1000 sq.ft. ' Hour Corridor Doors&Closers Fir ewaffs/Fire Separation, 2 Hour, 3 Hour Complete/Fire I Dampers/Fire Doors J/ Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30'(h),Crawl Space Access 18'x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath I Parking Lot Signage ///Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp I Handrails Continuous/12 In.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan I Variance required Final Survey, New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' ff ' Water Fountain or Cooler f/' t &Jam- or C Building Access All Sides •' ',., ' Surface 20'wide J c Okay To Issue Temp. Permanent C/O ✓ Okay To Issue CIC L:\Building&Codes Forms\Building&Code$Unspection Fonns Commercial Final Inspection Report.doc Revised January 7,2008 Z o30 ' Commercial Final Inspection ' -port Office No.: (518) 761-8256 Date Inspection : • - ji . wed: Queensbury Building&Code Enforcement Arrive: 2.-=7b - / Depart: 7-; c a--- ;��prn 742 Bay Road, Queensbury, NY 12804 Inspectors Initial i/'!� NAME: i3E.x ?VE PERMITIL a - LOCATION: t-kR GAC. UgCA!MIA DATE: - i - COMMENTS: Y / N NA Chimney I"B"Vent/Direct Vent Location ,J/ Plumbing Vent Through Roof 6'/Roof Complete Exterior Finish I Grade Complete 6"in 10'or Equivalent . Interior/Exterior Guardrails 42 in. Platform/Decks Interior 1 Exterior Baflisters 4 in. Spacing Platform I Decks // Stair Handrail 34 in.–38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles I Panic Hardware,if required Exits At Grade Or Platform 36(w)x44'(1)/Canopy or Equiv. .19/ j Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay v/ Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum ,/ Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. ' Hour Corridor Doors&Closers /I; Firewalls/Fire Separation,2 Hour, 3 Hour Complete l Fire Dampers I Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20"x30"(h),Crawl Space Access 18'x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed / Handicapped Bathroom Grab Bars/Sinks/Toilets 1 Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both i sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded V N Site Plan/Variance required . `/ — apoj�- y�N �` Final Survey, New Structure/Flood Plain certification,if req. /� µ`ms ����� As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' L.E W Mater Fountain or Cooler A Building Access All Sides *,I' II gable Surface 20'wide !C36t\-L� V Okay To Issue Tern•.o 4F-1141111111U t��C -- � k l LE( Okay To Issue C/C Ftr\ ,t__ 6\L4 L:\Building&Codes Forms\Building&Codes Inspection Forms Commential Final Inspection Reportdoc Revised January 7,2008 Septic Inspection Report Office No. (518) 761-8256 Date Inspection requ- -fed• Queensbury Building&Code Enforcement Arrive: 1::LK—am/ -•;rt: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: r NAME: E.U.1JHOPE C-t RC \ 'E' rT NO.: 1 —479_ LOCATION: ? Crkkt oT RO I PECT ON: (o —Z(a—I Z__. RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' +/ - Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y T N End Cap Y-__N Inlet/Outlet Pipes&Baffles Y_N Manholes 12"or less below grade Y N [provide extension collar if Yes] Y N \��� 6 E:s \ Location/ Separations Foundation to tank ft. ?76\k---7— Foundation to absorption ft. � Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y_N ETU Maintenance Contract Y N provided Location of System on Property: Front ear Left Side Right Side Middle Front Middle Rear stem Use S to : Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Repor1L03 29 10.doc Q w z J Q --c [%A4 ASH RECEPTACLE AREA TO---' BE SCREENED WTTM SOUP FENCING CST1'LE BY OWNER. ®3x4 x19 LP STONE 1 WLTRATION TRENCH / ®4x4xPS 53 LF STOW FLLED- WLTRATION TRENCH..• ti N o rn v 3x4x194 LF STONE WLTRATION TRENCH 4 iaw� a-102qD TAPERED INTEGRAL CLRB �............. ......... B.O.C. 103.4¢-103 ::::: ::::::::::.... ; i - / T.O.C. 1O&4o .:..::'.. :.....':. - �, - ............ ^ 1 �f�>>ry�f�.. 'OvfRw®�. 1 ..... ......... .... G�,1 _ :..........::j:EN +M pADN'KOAD GRADE AREA /�� j' TODD 4 - .. 1•/� 4" SDR -35 PVC I4TCMEN SEWER LAE; 114" PER FT. MEL SLOPE 4" SDR -35 PVC BATHROOM SEWER LIE, 1/4- ;PER FT. MILL SLOPE7. ' low GAL PRECAST ®CONCRETE GREASE DUAL COWAR (aTMENT -2 1500 GAL PRECAST CONCIETE SEM TAW _ .vN [ - -?PAT - C.-- --_ ABSORPTION 'IELD+ ® C'D STANDARD PPE -I -STONE 1RENGI'kS AT GO- EACH 1001[ RESERVE r uj AS BUILT 2 "--4- SDR -35 PVC EFFUENT `.snmo 1/8" PER FT. MEL 5 CAST CONCETE DISTROU77ON BOX nu�� .................. Syy�• ��_ _ -- - R ..- .�"'�' PARfUVC SIGICAL.)SJ 4 -- — CTYPIGAL� • �"� � � �.� ' �... 55 LVED � 102 �-- 5 10 DETAILED GRADING PLAN - BUILDING & PARKING AREAS SCALE: 1 "=20' MAP REFERENCE PROPERTY LINES, BOUNDARY INFORMATION AND TOPOGRAPHY TAKEN FROM "MAP OF A TOPOGRAPHIC SURVEY MADE FOR NEW HOPE COMMUNITY CHURCH" DATED JANUARY 5, 2009, PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, QUEENSBURY, NY EwSTNG GRADE STORMWATER RUNOFF SUMMARY PREDEVELOPED 1-YE4R 0 CFS/ 0 AF DEVELOPED 1-YE4R 0 CFS / 0 AF PREDEVELOPED 10-YE4R 0.04 CFS / 0.028 AF DEVELOPED 10-YE4R 0.02 CFS / 0.008 AF PREDEVELOPED 50-YE4R 0.20 CFS / 0.118 AF DEVELOPED 50 -YEAR 0.09 CFS / 0.066 AF PREDEVELOPED 100-YE4R 0.47 CFS / 0.218 AF DEVELOPED 100-YE4R 0.23 CFS / 0.133 AF WATER QUALITY VOLUME SUMMARY 8110 CF REQUIRED (BUILDING, PARI(ING & DRIVES) EASTERLY SWALE 5225 CF BELOW WEIR @ EL. 98 WESTERLY SWALE 2140 CF BELOW CULVERT @ EL. 97.60 POND FOREBAY 2130 CF BELOW EL. 97 TOTAL WQV PROVIDED 9495 CF SOILS TEST PIT DATA TEST PITS TP -1 - BY- T. HUTCHINS, P.E. 3/6/2009 ABSORPTION FIELD AREA - WOODED W/ 1-2' SNOW 0-10" TOPSOIL 10-18" REDDISH BROWN LOAMY SAND 18-33" LIGHT BROWN FINE & MEDIUM SAND 33'!-82" LIGHT BROWN MEDIUM & COARSE SAND NO MOTTLING ROOTS ENTIRE DEPTH NO SHGW EVIDENCE DRY EN77RE DEPTH TP -2 BY: T. HUTCHINS, P.E. 3/6/2009 PRETREATMENT FOREBAY AREA, SOUTHEAST POR710N OF SITE 0-12" TOPSOIL 12-26" REDDISH BROWN LOAMY SAND 26-61' LIGHT BROWN FINE SAND 61-90" LIGHT BROWN COARSE SAND ROOTS TO 78" NO MOTTLING NO SHGW EVIDENCE DRY ENTIRE DEPTH PERCOLATION TESTS PT -1 ABSORPTION FIELD AREA - NEAR TEST PIT #1 24" DEPTH STABILIZED PERCOLATION RATE.- 1 ATE:1 MINUTE, 20 SECONDS PER INCH Ew517NG PT -2 GRADE ABSORPTION FIELD AREA - NE CORNER OF ABSORP71ON FIELD 24" DEPTH STABILIZED PERCOLATION RATE: 1 MINUTE, 05 SECONDS PER INCH PT -3 ABSORPTION FIELD AREA - NW CORNER OF ABSORPTION FIELD 24" DEPTH STABILIZED PERCOLATION RATE: 1 MINUTE, 03 SECONDS PER INCH TAX MAP NUMBERS: 308.15-1-37 & 38 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 1 ' Commercial Final Inspection Re Office No.: (518) 761-8256 Date Inspection • - -I - -rued: Queensbury Building &Code Enforcement Arrive: 11 too l7f • Depart: l\ . /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial /►, - NAME: tJEuJ NUPE CoM�3►JFT 1 Ck-VRC PERMIT if II — LOCATION: S4 CO RI rJh R) DATE: _=i, — COMMENTS: o'P,� Y N NA CO OD\-T\(% D FOR Chimney/'B"Vent/Direct Vent Location ;� `` Plumbing Vent Through Roof 6'/Roof Complete / TEVRO Z.pk Rte( C.-0 o Exterior Finish/Grade Complete 6'in 10'or Equivalent V / Interior/Exterior Guardrails 42 in. Platform!Decks ,/ Interior 1 Exterior Bafisters 4 in. Spacing Platform I Decks Q \STALL 1.1Cu) Stair Handrail 34 in.-38 in./Step Risers 7"I Treads 11" // CEJ E � Vestibules For Exit doors>3000 sq.ft. ✓ ` Da An Doors 36 in.w/Lever Handles/Panic Hardware, if required ,/ P'RO\C, ‘-\A EPlA9‘9 Exits At Grade Or Platform 36(w)x 44"(I)/Canopy or Equiv. li Gas Valve Shut-off Exposed&Regulator(18')Above Grade ✓ a_ 1E o Cc(Z )cac Floor Bathroom Watertight I Other Floors Okay /Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum / 0. O R5\-\\? P-cAJ\o Boiler!Furnace Enclosure 1 hr.or Fire Extinguishing System ,/ ` Fresh Air Supply for Occupancy/Ventilation Combustion Q 6 L)tt\\T E1At Low Water Shut Off For Boilers / ✓ �U\�� ( F--Gas Furnace Shut Off Within 30 ft. or Within Line Of Site �/ 60)1 Oil Furnace Shut Off at Entrance to Furnace Area / 6i-6.7.04\e Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. _ Q c_ot-�1F - Pi-vA-- %Hour Corridor Doors&Closers ✓ ca‘ \ v3O�\i, p Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors -. Pt PP ©arc-n B--9\0 E Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame ,// /tI� �� �� �� �1 Attic Access 30"x 20"x 30"(h),Crawl Space Access 18'x 24" �/ / lT� Smoke Vents Or Fan, if required ✓// C -s2zvc'\ tF \F\( pa3 �jc Elevator Operation and Signage/Shaft Sealed ✓ � Handicapped Bathroom Grab Bars/Sinks/Toilets 60 i��1T CAt 'TR\ Ui �j Handicapped Bath/Parking Lot Signage f3U\L� QRF1t \1 Public Toilet Room Handicapped Accessible ://717-1/ Q R E\t 1 t . t"\NI)t Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp I Handrails Continuous/12 in. Beyond[Both 0 p PFtala.D 6 t61: sides] Active Listening System and Signage Assembly Space PROPE(:Z 1-\E\ T• .6 Final Electrical/Flex Gas Piping Bonded F Rte\ 6 Rau► 1- �T a) Site Plan/Variance required / / F o �\ Final Survey, New Structure/Flood Plain certification,if req. ✓ b As-built Septic System Layout Required or On File /i \t ..51-F\ RM \J� Building Number or Tenant Address on Building or Driveway 4' 1-\IN.w \GRA GT\-\Rboi Water Fountain or Cooler r 6%(>I,-bo . 60` TO CWVE Building Access : ides by 20'/Driveable Surface 20'wide OF�, t=RoM F\�, Okay To Issu= emp.or Permanent C/O j 50 Okay To Issue FLOOR Qt, RLL LF ' l610E0 L:\Building&Codes Forrns\Building&Codes Inspecton Forms\Commercial Final Inspection R- ..`�. tR��J� 7, Ot E) 6cBt-\ T F1rl_._ REPORT FROM �' b-FD .' 'Rocu A RCIitT'ECTOG\ $ _ _ IPPRO\NtG Oc ) fl , PROTEc'T• Ob-r - PRO\\6t aY')L rtWcAL cl3 F\\ 'V-. 169 Haviland Road Queensbury, NY 12804 HutchinsEngineeringPhone: (518)745-0307 Fax: (518)745-0308 June 14, 2012 Town of Queensbury Building Department 742 Bay Road Queensbury, NY 12804 Re: New Hope Community Church Wastewater System At the time of installation, I inspected the wastewater system for the New Hope Community Church. The system consists of a 1,500-gallon precast concrete septic tank, a 1,000-gallon precast concrete grease trap, and 540 LF of conventional pipe-in-stone absorption trench. Both the grease trap and the septic tank have risers to grade installed over the outlet access port. Due to the unexpected depth of the building sewer, the septic tank and absorption field were shifted northerly such that the area could be graded to allow appropriate depth of cover. With the exception of these revised locations, it is my opinion that the system has been installed in general conformance with the approved plans. Please contact me if you have any questions or if you require additional information. Best Regards, i G.Ith-Omasu chins, P.E. Cc: Mr. Don Hughes, New Hope Community Church JUN 1 4 2012 G.Thomas Hutchins,P.E. ,. C (e S--c- -t-u ( 1 : S O rV- 1 U - I .-- i p Commercial Final Inspection Report----- , eport, n �1 a� Office No.: (518)761-8256 Date Inspection req = - ".: /Y / G/ Queensbury Building &Code Enforcement Arrive: 1-IF - i 1�i / Depart: 2,..!-m an m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r.v ' �- C NAME: `4'1 14GAN"-'�� . C 11u iC PERMIT`. l U 7 LOCATION: L4 S kI C(-,-/ . ".0‘--T i-} i%!) - DATE: 11+1112 COMMENTS: Y/ N NA Chimney/"B'Vent/Direct Vent Location ✓ -E P CD CO Dl t t(*: Plumbing Vent Through Roof 6"/Roof Complete f Exterior Finish/Grade Complete 6"in 10'or Equivalent V — 1�J.hT'. Interior I Exterior Guardrails 42 in. Platform I Decks ✓/ f itt_�.. �Pt�‘C-�Pt; Interior 1 Exterior Banisters 4 in. Spacing Platform/Decks / ✓ Pt � r 6 �c, �© ��RQ Stair Handrail 34 in.-38 in.I Step Risers T"I Treads 11 f 1l isp Vestibules For Exit doors>3000 sq.ft. 1 6 E= 1J�j ori All Doors 36 in.wlLever Handles/Panic Hardware,if requiredI l E�. Exits At Grade Or Platform 36(w)x 44'(lyCanopy or Equiv. v// ck-V. Gas Valve Shut-off Exposed&Regulator(18')Above Grade s/ - Floor Bathroom Watertight/Other Floors SET Okay E c A J‘13( Relief Valve,Heat Trap!Water Temp.110 Degrees Maximum V / , !J,-CR‘Pi. Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System ✓ �' �� PEI EI � Fresh Air Suuply for Occupancy/Ventilation Combustion v/PtCVeD\W p b 1TE. Low Water Shut Off For Boilers // Gas Furnace Shut Off Within 30 ft.or Within Line Of Site V / t_ Pit-k Oil Furnace Shut Off at Entrance to Furnace Area I Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 'h doors / `} 's, > 10%> 1000 sq.ft. / y , Te- 'tk ' Hour Corridor Doors&Closers ✓ � � Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire iPtb •Ci Dampers/Fire Doors / c� .• .-. �/ to 1.1 .1, . Ceiling Fire Stopping,3,000 sq.ft.Wood Frame / .;_ �,`' , Attic Access 30"x 20'x 30"(h),Crawl Space Access 18"x 24' V 47—taEEP TOvilAµ� Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handikaoed Bathroom Grab Bars I Sinks/Toilets / / , 41,'. .... C' V? 4 Handicapped Bath I Parking Lot Signage t't+tt c �P c Public Toilet Room Handicapped Accessible J/ '�%N b ptL� ��j: 5S peed Handica Service Counters,34 in. Checkout 36" d Handicapped Ramp/Handrails Continuous/12 In. Beyond(Both o t =. int Skies] J ,.." :;.. 41 s :,, ik Active L ring System and Signage Assembly Space / . . k i., `A Final Electrical/Flex Gas Piping Bonded .1 =1"e-MR Co FEfc. ` k0( Site Plan/Variance required �/ Final Survey, New Structure/Flood Plain certification,if req. / C� vl&�7 As-built Septic System Layout Required or On File / �/ Building Number or Tenant Address on Building or Driveway 4' J/ Water Fountain or Cooler ✓ Building Access . ' • �, by 20'I Driveable Surface 20'wide Okay To Issue or Permanent CIO Okay To Issue M L:1Building&Codes FormssBuilding&Codeslinspection FormssCommercial Final Inspection Report.doc Revised January 7,2008 Dave D'Ortona From: MyParkingSign.com <MyParkingSign@SmartSign.com> Sent: Monday,June 11, 2012 3:01 PM To: Dave D'Ortona Subject: Your Confirmation MPS-79840 » My order status I » Print this invoice I » My account I » Customer service ORDER RECEIVED Thank you David D Ortona! Your order number is MPS-79840.Your chosen delivery method is UPS Regular and we will send you tracking information once your order ships.Your order details are given below: Order Number Order Date Shipping Method Est.Ship Date Est.Arrival Date MPS-79840 11 Jun'12 UPS Regular 13 Jun'12 20 Jun-22 Jun'12 No. Description Qty Price Total 1. Men(Male&Accessible Pictograms) 1 $28.45 $28.45 (Part No: SE-1780-COLOR) 2. Women (Female&Accessible Pictograms) 1 $28.45 $28.45 (Part No: SE-1781-COLOR) 3. Restroom (Men/Women Pictograms) 2 $28.45 $56.90 (Part No: SE-1777-COLOR) 4. Restroom (Boys/Girls Pictograms) 1 $28.45 $28.45 (Part No: SE-1778-COLOR) 5. Heavy Duty Municipal Quality U-Channel Sign Post-6'tall (3-1/8"Wide) 5 $30.95 $154.75 (Part No: K-153-6K) 6. Sign Mounting Hardware Kit,2 alumimum bolts,4 washers and 2 nylon 6 $5.45 $32.70 lock nuts (Part No: K-BOLT) Sub Total: $329.70 Shipping: Free NY Tax: $26.38 GRAND TOTAL $356.08 SHIPPING ADDRESS WE HAVE BILLED THE FOLLOWING ACCOUNT: David D'Ortona Visa Card: $356.08 New Hope Church 796 BURDECK ST David D Ortona SCHENECTADY, NY- 12306 1202 New Hope Church 796 BURDECK ST SCHENECTADY, NY- 12306 1202 What to expect now... 1 • ******************************* EMAILED INVOICE ******************************** 4 4 From: Full Compass Systems, LTD INVOICE #: 4318791 9770 Silicon Prairie Pkwy Invoice Date: 05/25/2012 17:41:47 Madison, WI 53593-8442 Sales Order #: 2609729 608-831-7330 Sales Order Date: 05/25/2012 15:59:49 Fax # 608-831-6330 Operator: jasonf Bill: Customer # 642907 Ship To: Cus/Adr # 642907 -- WORD OF LIFE FELLOWSHP/NY WORD OF LIFE FELLOWSHP/NY CHRIS VICKERY ATTN CHRIS VICKERY PO BOX 600 71 OLMSTEADVILLE RD SCHROON LAKE NY 12870 POTTERSVILLE NY 12860 518-494-6376 PO # CC ** All Past Due Accounts will be charged 1.50% monthly ** Order By SlsPsn Ship Via F.O.B. Freight Boxes T1Login CHRIS martin UPS GRND RESID. MADISON NO CHRG 1 martin Quantity Quantity Unit Extended Item Ordered Shipped Price Price LS17-072 1. 1. 919.580 919.580 ADA Value Assistive Listening LA164 18. 18. 10.000 180.000 Ear speaker Mono Subtotal 1099.58 REMIT PAYMENT TO: * Inv: 4318791 Shipping/Handling 0.00 Full Compass Systems, Ltd Expedite 0.00 9770 Silicon Prairie Pkwy * Tax NTX NO TAX 0.00% Tax 0.00 Madison * Total 1099.58 WI 53593 * Payments Paid 0.00 Please include invoice * Pay Info auto cr cd #10921 Prepaid 2300.00 number with payment. * Terms VISA Fein 39-1279698 Inspection Form . 3� Town of Queensbury Fire Marshal O Periodic Inspection Date:41/4'1 Time: I 742 Bay Road,Queensbury NY 12804 ' 'Re-Inspection 518 761 8206/518 761 8205 CO Inspection Permit ft: 16 Fir Marshals Representative MJ Palmer Business Name: ,- alc C scV- Location: L(fi( (OAO Ari. kr) GK Stillman Contact: +e bb,c, Type of Inspection N/A , Yes No EXITS: Exit Access FC 1014 a FC1029 NOTES Exit Enclosure FC 1020 a FC1029 Exit Discharge FC 1024 a FC1029 Locks and latches FC1008 a FC1029.2 Sign:Normal FC 1011 a FC1029 Sign:backup FC 1011.5.3 a FC1029.7.5 kiNr ---- AISLES: Main Aisle Width FC 1024/1025 a FC1029.11 Secondary Aisle Width FC 1025 a FC1029.11 FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906EN :iv\Q(clif EVAC Plan FC 404.6 TRUSS ID SIGNAGE FC 505.3K EMERGENCY LIGHTING: Interior FC 1006.3 a FC1029.8 Exterior FC 1006.3 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 X. No Smoking Signs FC 310.3 -----. Storage FC 315.2 Fie Marshal inspicti s Cit e Compressed Gas FC 3003 13tdil 9&Coda a oval Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 _ Smoke Detectors FC 907 JUN I . i ' CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 t -- ,, 4" EVAC SIGNS IN Rooms FC 404.6(R1 a R2) - R° re Marshal �-- Fuel Pump Warning Signs FC2205.6 — Taw u- t'��` .i Fuel Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 21 DAYS SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC `p , Kitchen Suppression Semi Annual 4 L t -k-,L1/4- QUO Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual ` P Vel f c rL/ Knox Box:installed/checked FC506 , ," �i /�1 Ct\Iv Nom` VO3nr) Operating Permit, if required will be issued after Completion of Inspection Commercial Final Inspection Report '���� po Office No.: (518) 761-8256 Date Ins. ;. .fl -_ / _:LIZ. ed: Z' Queensbury Building &Code Enforcement Arrive: - D C• Depart: t ,= 742 Bay Road, Queensbury, NY 12804 Inspector's inrtra r NAME: N eco k 'e- Ccp,J i t t,i., ,--t- 7I CItU(c'PERMIT ' ! U - 14 7cr LOCATION: 4 S (cif-1 , Ai 11 !Lj') - DATE: L=YS COMMENTS: r N NA tk Chimney/'B'Vent/Direct Vent Location ` kQ-� i�� Plumbing Vent Through Roof 6'/Roof Complete , Exterior Finish/Grade Complete 6'in 10'or Equivalent J ( k - cr Interior/Exterior Guardrails 42 in. Platform/Decks t/ L. Interior/Exterior Balusters 4 in. Spacing Platform/Decks / ✓ � ,�� ,� Stair Handrail 34 in.-38 in./Step Risers 7"I Treads 11" T �" Vestibules For Exit doors>3000 sq.ft. ✓ / -- 4-k&c.A.M_L.- t CWC All Doors 36 in.w/Lever Handles/Panic Hardware,if required J I uE ootf,_ Z Exits At Grade Or Platform 36(w)x 44'(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18')Above Grade ri LK Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap i Water Temp.110 Degrees Maximum /. Sr �,�- � �o 'P� Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion ✓/ �>;!M.w3+ctf- Eap} of Low Water Shut Off For Boilers tkiRt�DQA�0 to -ro u Within Gas Furnace Shut Offthin 30 ft.or Within Line Of Site / ✓ �_- - �t vJ�pa_ I,A b f Oil Furnace Shut Off at Entrance to Furnace Area I at-1 0-4, '.Cz=. WI Stockroom/Storage/Receiving/Shipping Room(_2 hr.), 1 'A doors 041-t-vcxx- > 1036> 1000sq.ff -4 GHC--t?6Fo E 4 ci s Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hopi, 3 Hour Complete/Fire —5 WC. Dampers/Fire Doors k - ✓! t ay` p�'; Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame ✓ Attic Access 30'x 20"x 30'(h),Crawl Space Access 18*x 24' Smoke Vents Or Fan, if required //itt ap t C.-AP 6 t .3 Elevator Operation and Signage/Shaft Sealed ot 13P-Rr�.L E;_ tso f3 Handicapped Bathroom Grab Bars/Sinks/Toilets 1 i SERT - 't.,.va.. GQrbg C Handicapped Bath/Parking Lot Signage � > [z tk 5e H c--. 4 00 412- Public SRPublic Toilet Room Handicapped Accessible 5161A Handicapped Service Counters,34 in.,Checkout 36" i0 ‘0 ' ok(30vE ( 1240 Handicapped Ramp/Handrails Continuous/12 In.Beyond(Both / sides) ✓ / TO ` t.Tirsi4 of t Active Listening System and Signage Assembly Space t/ �lT� Final Electrical/Flex Gas Piping Bonded rt ErJ 4-6 ,,Tid Site Plan/Variance required 3`7y2`` Ta FF Final Survey, New Structure/Rood Plain certlfca lon,if req. "rot-k. itA.Virc vt..N 5 As-built Septic System Layout Required or On File V aovo,,�.c et.�6.wyEsi` ,? Building Number or Tenant Address on Building or Driveway 4' ot,,_$1t\-.t �} g Water Fountain or Cooler `4 Building Access All Sides by 20'I Driveable Surface 20'wide > 1 v V g.E.5, O sS 6wti) Okay To Issue Temp.or Permanent CIO i t=om 1 Lt*ILt.3.346.1t Okay To Issue C/C ' To o F F t SIC, 7- O FLoo9- irtbu- per, tN9- L Z 4c0�K� �' L -;' L�0Se� �r�et LABuilding&Codes Forms\Bui ding&CodesUnspecs•n' Fom�s� a nrr�rn Feial Inspector R�Revised January 7,2008 c2-1., v� 97 PP• L Ob AW-- �Z, �- lZc�" Le0t�&&E£07) i'i40J 41.1t-E- S0k tsC> 50 fa-S> PLAT R e Commercial Final Inspection Repo Office No.: 518 761-8256 Date Ins lion ceiv=•: ( ) pe re4 Queensbury Building&Code Enforcement Arrive: L°a kik. z-ADepart: ° 7 pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia i► < NAME: 1\Eu3F C v RC P #: 10 -'y� LOCATION: ►- 5 1 7-1A ', cci -Z1 -1 Z COMMENTS: Y N NA Q©9J 0 \..}0bTl` i CJ" Chimney/'B'Vent!Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete __7 Exterior Finish!Grade Complete 6"in 10'or Equivalent V'7\Z9\ Interior/Exterior Guardrails 42 in. Platform/Decks meq' Interior/Exterior Bailisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in.!Step Risers T"I Treads 11" , -19 ---5-1°(c) Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x44'(i)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight 1 Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shlpping Room(2 hr.), 1 '/2 doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete I Fire Dampers/Fire Doors Ceiling Fine Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30'(h),Crawl Space Access 18"x 24' Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars!Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond(Both sides] Active Listening System and Signage Assembly Space t,J O Rb1-\1P RO Ot• - V5-00 Final Electrical/Flex Gas Piping Bonded F()°‘ N1 v�j"C 9)E- H �Q 1 Site Plan/Variance required Final Survey, New Structure 1 Flood Plain certification,if req. 14`Ap,)\REQ As-builtt Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' �vv (.t�Od`'� —'7 V i Water Fountain or Cooler Buiidrng Access AN Sides by 20'/Driveable Surface 20'wide -L t't ob-c- 'C E- t-\ ARt Okay To Issue Temp.or Permanent CIO " X EEQ‘o Okay To Issue C/C4)/ F a�� �C� ?? L:\Building&Codes Forms\Building&Codesllnspection Fams1Commercial Final Inspection Report.dor�'Flflsfised'Ja?nary 7.i�DD6 �' 3 Town of Queensbury 742 Bay Road Queensbury, NY 12804 Community Development Office FAX FROM THE DESK OF: Zoning/ Planning Building & Codes & Planning / GIS Administration Fire Marshal Animal Control Craig Brown 761-8218 lave Hatin 761-8253 _Stuart Baker 761-8222 Bruce Frank 761-8226 John O'Brien 761-8255 George Hilton 761-8217 9 —Keith Oborne 761-265 —Charles Dyer 761-8207 —Jim Fitzgerald 761-8202 Sue Hemingway 761-8238 —Carlene Ramsey 761-8256 Pam Whiting 761-8220 —Michael Palmer 761-8206 —Maria Gagliardi 761-8219 _Gary Stillman 761-8205 Date: Q"-T.-1._.‘ -- 1 Z No. of Pages [not incl. cover]: i To: [-)©1J \AOGNAE5 Fax No.: –19%-57©LQ 0 l3 Nr-,A)F. C:x-{o M.‘ Fax No.: Subject: F,T‘JE Lvb-cEz\13(, bTEr,i Urgent For Review jAease Comment lease Reply COMMUNITY DEVELOPMENT OFFICE FAX 518-745-4437 *Animal Control: 518-761-8202 * Building &Codes: 518-761-8256 * Fire Marshal: 518-761-8206 * Planning: 518-761-8220 * Zoning: 518-761-8238 0521/2012 MON 15:00 FAX 5187454437 Community Development 1001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 0613 DESTINATION ADDRESS 97985706 PSWD/SUBADDRESS DESTINATION ID ST. TIME 05/21 14:58 USAGE T 01' 26 PGS. 2 RESULT OK Town of Queensbury 742 Bay Road Queensbury,{ :�, au�e NY 12804 Community Development Office FAX FROM THE DESK OF: ,Zonina I Planning &Codes& planning I rejl Administration Fire Marshal Animal Control • 1 _Craig Brown 761-8218 pave Hatin 761-8253 Stuart Baker 761-8222 _Bruce Frank 761-8226John O'Brien 761-8255 _George Hilton 761-8217 _Keith Obome 761-265 —Charles Dyer 761-8207 w Jim Fitzgerald 761-8202 _Sue Hemingway 761-8238 _Carlene Ramsey 761-8256 —— _Pam Whiting 761-8220 _Michael Palmer 761-8206 _Maria Gagliardi 761-8219 _Gary Stillman 761-8205 • Date: 1'Z— No. of Pages[not incl.cover]: 1 To: C>C!)1.1 1-k.k)& k Fax No.: 9a—61©(Q e_ \4 )c _ Fax No.: Subject ttc'riaF_ L -cEJt6C. r� • /1/Urgent For Review T_ease Comment .//94-17 lease Reply • h u. /p Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection - _,,: -q—/A, Queensbury Building &Code Enforcement Arrive: V-t C . "'�I Depart: 7-ZOD a pm 742 Bay Road, Queensbury, NY 12804 inspector's Initia NAME: k.) - g' fe. PE' . / b- 4/59 LOCATION: (' rtn-k-1r1 P,(^1 DA I. . n - I A COMMENTS: IL' f ( in N NA Chimney/'B"Vent/Direct Vent Location n b© rats Plumbing Vent Through Roof 6'/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent �] Interior 1 Exterior Guardrails 42 in. Platform/Decks Nc-/ / q 6- oe)56 Interior I Exterior Banisters 4 in. Spacing Platform/Decks ✓ Stair Handrail 34 in.-38 in./Step Risers 7"I Treads 11" V Vestibules For Exit doors>3000 sq.ft. J/ All Doors 36 in.wlL.ever Handles/Panic Hardware,if required F1 tAA L Exits At Grade Or Platform 36(w)x 44'(I)/Canopy or Equiv. t Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Mr Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls I Fire Separation, 2 Hour, 3 Hour Complete I Fire //,Dampers/Fire Doors / Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20'x 30"(h),Crawl Space Access 18"x 24" �----1 ry�Q� o6 Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed LAN� Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond(Both sides) Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access An Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO • A Okay To Issue C/C 1 F U\2 TIARkt_ L:\Building&Codes FormslBuilding&Codesunspection Forms%Commercial Final Inspection Report.doc Revised January 7.2008 FIRE MARSHAL'S OFFICE Town ofQueensbury 742 Bay Road, Queensbury, NY 12804 a " Home of Natural Beauty ... A Good Place to Live " 5/11/2012 Punch List for New Hope Church 2010—479 • FA contractor will provide plans to this office Change to heats in attic Future Ansul tie in • Truss ID signage required • Provide Knox Box key list to contractor • FD Blue signage will be required • Fire extinguisher layout to be discussed • Verify Lock/ Latch compliance • FM to provide Max OCC signs Note: Kitchen will not be added at this time and will require separate permit at a later date Fire Marshal 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemarshal@queensbun .net • www.queensbury.net Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /J 3° arn/gm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ` J�-- LOCATION: up PERMIT#: / 9 (24.i/P0INSPECT ON: ,Z TYPE OF STRUCTURE: Framing Y N COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 8 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 6(w) 16 gauge(8) 16D naus each etas Draft stopping 1,000 sq.ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'A Inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:iBuilding&Codes Forms-OLOSuliding&CodesUnspedion FonnW=aming FkwMppkig Inspection Reportdoc Revised January 7,2008 7 U g dac3 Framing / Firestopping Inspection Report Office No. (518)781-8256 Date Inspection request received:*1/.12_, Queensbury Building&Code Enforcement Arrive: 1O am/pm am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto s Initials: NAME: 4chek PERMIT#: I b -`11>c) LOCATION: 1-154,/ 44h Rd INSPECT ON: GLlv TYPE OF STRUCTURE: Framing COMMENTS: Attic Access 22" x 30" minimum n Jack Studs/Headers J Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 160 nags sacs side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping -d/$" ��s Sot l Penetration sealed / 16 inch insulation in cavity min. 6,-,eblcc- G�r�1/ G h/CeF/Aj i.Akp-sec Garage Fire Separation House side%inch or 5/8 inch Type X o P S�rAritet d'4er- Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Buiidng&Codes Forms-OLDtBuUding&Code&&nspection Formsnaming F1t.sEopng inspection Report.doc Revised January 7,2006 ncscAa. ld -1 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date I pectio-• - t receT• ...,� Queensbury Building &Code Enforcement Arrive: is .! ,;--.;,i,►- , �_ .�• 742 Bay Road, Queensbury, NY 12804 Inspector's In a s: NAME: IJ c° -- 6 PE` IT #: M' Vci LOCATION: 5 .. _„ 41/ 111110w INSPECT ON: 41-41-/a TYPE OF STRUCTURE: e..0 en el /A Rough Plumbing/Nail Plates Plumbinj Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head P.S.I for 15 minutes n2DK}i Cil • i I Check/Commercial Check Tyvek or Simi a r Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace irwork sealed properly/No duct tape COMMENTS: T Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 I�JGd,nesddo 1 0 -La Framing / Firestopping Inspection - = -' • Office No. (518)761-8256 Date 1 Queensbury Building&Code Enforcement Arrive: ►`- : VA. a4742 Bay Road, Queensbury, NY 12804 Inspector'sIn I407- NAME: l�-�-���f— / RMlT#: 16 - y LOCAT : y 5 J ter INSPECT ON: —,i-./ TYPE OF STRUCTURE: Framing Y N COMMENTS: Attic Access 22" x 30'minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"0.C. Headroom 6 ft. 8 in. Stairwens 38 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing WallsT k Metal Strapping for Notches Top Plate DraRPpbg trusses ,ke/X!— F k)3 k (z, Anchor Bolts 6 ft. or less on center � ��� �o�� Ice and water shield 24 inches from wall 6� Fire separation 1, 2, 3 hour E Fire wall 2, 3, 4 hour Firestopping ` v p Penetration sealed F� 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Fans-OLDIBuNding&Codee Inspection FonnsTraming Firestopping kvspedion ReporLdoc Revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection ruga - •_ , __ Queensbury Building &Code Enforcement Arrive: `V'' -A• .. o art: 1,2-3: a p 742 Bay Road, Queensbury, NY 12804 Inspector's hid-17:-. --' ,71 NAME: QE-AA \-\c c c c -\ PERMIT#: V11, -urn LOCATION: 11 , : \ '14- 1110 INSPECT ON: Lk - Z._-\7,,.._ TYPE OF STRUCTURE: k.)301Z---`2 t--\ \V E ik l ac i 17v kri t sa-0 L7ti ._Y N N/A Ft 42i Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test star Supply Piping C,-E11,1 1 � �, 50/Air/Head Y-f� 'v P$ Uor15minutes nsulation/Residential Check I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent V---V Door .-- Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.rewisad Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 3-i -/ Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 1\.) CA) &K PERMIT#: /6 -1f> q LOCATION: oc-'j,n- , INSPECT ON: 3 - >9-I a, TYPE OF STRUCTURE: K, m Y N N/A J Rough Plumbing I Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/chane of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air I Head 50 P.S.I for 15 minutes r✓ — --V�C Insulation/Residential Check/Commercial Check T ek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly I No duct tape _ COMMENTS: _• _tZ7 1v 5,5I V( Rrel> 5 t >17.51%9\ 'ems Rough Plumbing Insulation Report/wised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date inspection • •,► , Queensbury Building&Code Enforcement Arrive: 17.2-72-) - �./+• : %i am/�� 742 Bay Road, Queensbury, NY 12804 inspectors Initials: ,.7i "Pr NAME: �vJ 1-�Q C c c PERMIT#: LOCATION: Rt INF-0 R 0 INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction _ Pressure Test AirDrain n Head Vent Z1 f 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping 'r/Head ��- 50 P.S.I for 15 minutes Insulation/Residential Check I Commercial Check VWX 1 , > Tyvek or Similar Exterior Sealant Proper Vent,Attic Vent Door/Window Sealed (No Insulation) t�� Duct/Hot Water Piping Insulation VVA If required unheated spaces Combustion Air Supply for Furnace �h 1 u3E. Duct work sealed properly/No duct tape 1k__ COMMENTS: E(s\12 i e 4 \�� Rough Plumbing Insulation Reportrevised Nov 17 2003,revised February 15,2005, revised January 7,2008 Rough PlumbingI Insulation Inspectionie Port Office No. (518) 761-8256 Date Inspection requ ,,. - - Queensbury Building Code Enforcement Arrive: ; I a % = •a .• Z A 7_ a+ � 742 Bay Road, Queensbury, NY 12804 Inspector's Initis --,f NAME: QP [_A -\vl PCI} P `MIT#: k -4-1`A LOCATION: L\ Lk Ch,���,' � 'RC INSPECT ON: -- —t TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washino Machine Drain 2 inch minimum Cleanout = = 100 feet/cha !e of direction Pressure Test Drain/Vent Air/Head 5 P.S.1. or 10 ft. above h'•hest connection for 15 minutes Pressure Test Water Supply Pipingth Z Air/Head 01- �� ��' 50 P.S.1 for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct i Hot Water Piping Insulation ��■ If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report-revised Nov 17 2003,revised February 15,2005, revised January 7,2008 (auyier,5 teter )I - `---1i - Framing / Firestopping Inspection -epo, • Office No. (518)761-8256 Date 1 . - - . ,: Queensbury Building&Code Enforcement Arrive: ' '` + `._jlZ pm 742 Bay Road, Queensbury, NY 12804 inspector's In`; is: A --- 7 r NAME: I ' 10 L. ( / J 'ERMIT#: 0.- 7 LOCA • : y s'" cam. ' : , INSPECT ON: TYPE OF STRUCTURE: ry- . --‘ tt >` W:?----v-vp.t Y N COFraming cAN,44 ,/, AZist- %/ MMENTS: Attic Access 22'x30" minimum iJ . _-..1 (23‘1. _ -,P-- ' Jack Studs/Headers f Braking/Bridging F 1 V-1- \i b'�; C---tiZi Mil Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls / - Metal Strapping for Notches Top Plate 1 Va(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or lesson center fI and water shield 24 inches from wall separation 1, 2, 3 hour Fire waIl 2, 3, 4 hour it iffisae, Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side¶6 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:tBuildin0&Codes Forms•OLDWIding&CodesWgpedion Fonni'Frsming FirestoPPing Inspection Repoitdoc Revised January 7,2008 Rough PI mein 1 tnsuiation Inspection a rt g 9 Office No. (518) 761-8256 Date Inspection r- i• ' =� ; . Peed: Queensbury Building &Code Enforcement Arrive: "Z' ba •f/r ' .art: IZ.`-�-l5"ar � 742 Bay Road, Queensbury, NY 12804 Inspector's InPtea ..� NAME: �, ,w I f- , PEFj IT #: .� LOCATI N: �-f,► /,.� : , IN ECT ON: --. TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 6 inch minimum Drain Size p Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain 1 Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping - =ad 0 P.S. • •r 15 minutes Insulation Residential Check/Commercial Check G-;-11 D T = Similar Exterior Sealant Proper Vent, Attic Vent2 Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation `' \NL54 D If required unheated spaces �'�, --Lu\k„5 Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Repoitrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 } Framing / Firestopping Inspection ection ""e• • Office No. (518)761-8256 Date Inspection =. t ._ Queensbury Building&Code Enforcement Arrive:ZOO _, . ' a 742 BayRoad, Queensbury, NY 12804 Inspector'sP� In + r�� NAME: ► - r - 4 /PERMIT#: — LOCATION: y � T" INSPECT ON: -r\7 TYPE OF STRUCTURE: FramingJIL4 PCOMMENTS: Attic Access 22"x 30" minimum Fl aLc) c E F C tA Jack Studs/Headers \\ /' Bracing/Bridging �0 `(� \1 P\bEVaC \c Joist hangers Jack Posts/Main Beams C,VAO RLQ ��, t•A,s\� Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwes 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'A(w) 16 gauge (8) 160 nalls each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 6 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1BulIdI g&Codes Fortes-OLD 8uOding&CodesMnspecdion Fomn*Frsming Firestopping Inspection Rspoctdoc Revised January 7,2008 MAR,2-2012, 03:52 FROM:ENGINEERING AMERICA 15185809783 TO:7454437 P.1'2 . owdlt ENGINEERING AMERICA CO . 76 WASI1INGT0YNST . SARATOGA SPRINGS , NY 12866 518 I 587- 1340 518 / 580- 9783 (FAX ) NARRATIVE REPORT Tc) PROM: Town of Queensbury Building Dept. Tonya Yasenchnk,PE COMPANY: March 2,2012 PAX NUMH6R: 'YOTAL NO.OF MOUS INCLUDING GOVPR. 745-4437 2 PHONU NUMBER: 761 8256 R.: YOUR RIW1.+RRNCE NUMBER! New Hope Community Church 454 Corinth Rd.,Queensbury,NY Q URGENT 0 FOR REVIEW 0 PLEASE COMMENT 0 PLEASE REPLY 0 AS REQUESTED Dear Mr.Building Inspector, Attached is a letter of framing compliance for the New Hope Church building under construction at#454 Corinth Rd.in the Town of Queensbury. Please fed free to call or e-mail with any questions you may have. Thank you for,your time&cooperation. Sincerely. Tonya Yascnc •E Cc New Hope JLuke Construction MAR-e2-2012 03:52 FROM:ENGINEERING AMERICA 15185809783 70:7454437 P.2/2 GIN NEERING AMERICA CO] 76 Washington St., Saratoga Springs, NY 12866 March 2,2012 Town of Queensbury Building Dept. 742 Bay Rd. Queensbury,NY 12804 Re: New Hope Community Church 454 Corinth Rd.,Queensbury,NY Dear Mr.Building Inspector, Engineering America Co. associate Tonya Yasenchak,PE visited the New Hope Community Church building site at#454 Corinth Rd. in the Town of Queensbury during portions of framing construction. The site visits,required by Engineering America Co., were to observe thc constructed church building as being built in substantial accordance with the construction documents. It is the opinion of Engineering America Co.,that the New Hope building,located at #454 Corinth Rd. in the Town of Queensbury,appears to have been framed in substantial compliance with thc construction documents with the following exceptions: 1) The angled wind bracing required for the tall walls in the multi-purpose area have not been installed to date.The bracing must be installed and re-observed by EACo.prior to sheetrock finish of the walls in this area. 2) The draft stops have not been installed as required on the plans. The Contractor has noted his intent to install GWB draft stops when the GWB subcontractor is on site. This application is acceptable to EACo. and must be installed and re-observed by EACo.prior to thc sheetrock finish of the ceilings in each area requiring the draft stopping. EACo.will provide a letter to the Building Dept,regarding the observation of the angle bracing and draft stops upon completion of those items. This correspondence, services and site observations by Engineering America Co. in reference to the New Hope Community Church building on Corinth Rd. in the Town of Queensbury,in no way infer a building inspection nor do they guarantee or certify workmanship,quality or the installation of any building materials or systems. Please feel free to contact my office with any questions. Sincerely, Tonya Yasen • . Cc: Ncw Hope Community Church JLuke Construction Framing / Firestopping Inspection -e• A i ir . Office No. (518)761-8256 Date I �.4,6,I�,.� . Queensbury Building&Code Enforcement Arrive: li!►K �,7, = . I I% lm 742 Bay Road, Queensbury, NY 12804 Inspector's In WO NAME: . (K\_1i`) V‘0PE_ C\-\vR fERMIT#: Cp - 79 LOCATION: tkFL-1 C..0 1 t SPECT ON: k`3-- - E-2, TYPE OF STRUCTURE: 7 V NA COMMENTS: Framing P 9,1-1 Pk__ Attic Access 22' x 30' minimum Jack Studs/Headers Bracing/Bridging \=""�� tJ-c--- bacc-i oil c,; Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly �� A t 12"O.C. Headroom 6 ft. 8 it. Stairwells 36 in. or more Exterior Deck Bracing _ Headroom 6 ft. 8 in. `---c---C, ��1� Notches/Hobs/Bearing Walls Metal Strapping for Notches Top Plate flaft'i4(w) 16 gauge (8) 160 Haus owl side stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on centerv7 Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'r4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Buildl g&Codes Forms-OLIABuilding&Codes\nspec tion Fom **Framing Firestopping Inspidion Repoit.doc Rimed January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection - - Queensbury Building&Code Enforcement Arrive: = a► ,;,; . ,. ?,3/Qyr 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s. NAME: I\E I k--1(R E lrk\R CA-13 PERMIT#: \U '5 LOCATION: L GOR 1 1-\ R 1INSPECT ON: 3 -Z— 12 TYPE OF STRUCTURE: -- Y NA& COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams (� OT P_E. p`� Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 ¶6(w) 16 gauge(8) 16D nails each sloe Draft stopping 1,000 sq. ft.floor trusses Anchor r Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Y ' - separation 1, 2, 3 hour Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side IA inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade _ L:tBuilding&Codes Forms-OLD1Building&Codes Inspeclbn FonnsiFrarnirig Firestopping Inspection Report.doc Revised January 7,2008 I a oo Framing / Firestopping Inspection Report Office No. (518)761-8256 Date I • Q�Building&Code Enforcement Arrive: •.' pm4� - 4 a pm Bay Road, Queensbury, NY 12804 Inspector's lnitia -.�%�. NAME: I\E-13 -kO PE_ CA-V3 ,ERMIT#: LOCATION: LLL-} C,c R t LST\ n INSPECT ON: 7_ TYPE OF STRUCTURE: Framing CO ENTS: Attic Access 22' x 30' minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12'O.C. L Headroom 6 ft. 8 in. Stairwells 36 in. or more iV � ` �� Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'A(w) 16 gauge(8) 16D Haus each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour well 2, 3, 4 hour ,/ 4-2 Penetration sealed , 16 inch insulation in cavity min. Garage Fire Separation House side 'inch or 5/8 inch Type X N LV Garage side 5/8 inch Type X N Ceiling/wall c-2 W/ Windows Habitable Space/Bedrooms 0-)24 in. (H) � 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:tBuildIng&Codes Forms-OLDDBul)d ng&Codesdnspection Forrnifframing Finrbpping Inspection Reportdoc Revised January 7,2008 eft-c'tier'15 heifer) /Ai,r,s. /; • Rough Plumbing I Insulation Inspec . r• n Report Office No. (518) 761-8256 Date Ins•ec tion r- •u - ,• Queensbury Building &Code Enforcement Arrive: - • • - • - k aim 742 Bay Road, Queensbury, NY 12804 Inspector's In L. ,,‘ NAME: " 1' 6. / ' RMIT #: F LOCATION: - #j orifi L "� INSPECT ON: 2 -Z // TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Ai = • d + P.S.I r 15 minutes nsulatio Residential Check/Commercial Check - w�1 = cl'or Similar Exterior Sealant Proper Vent, Attic Vent c Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 fVfOO, '7.-// Framing / Firestopping Inspection e Office No. (518)761-8256 Date 1 •t• -. •: .�:'. Queensbury Building&Code Enforcement Arrive: ►, i `` , r �:a► 742 Bay Road, Queensbury, NY 12804 Inspector'st r I ,._ NAME: . , .. 0- , e----- PERMIT#: /OL2 LOCA i r �.. INSPECT ON: TYPE OF STRUCTURE: N COMMENTS: Framing) Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging iA D D Z C-6 M r S b t O G Joist hangers Jadc Posts/Main Beams -v-R65 B€-e\C \ 13C� p`bc-w Ea Exterior sheeting nailed properly �v�Q Headroom 6 ft. 8 in. --- C\ E( -- 11.E - T '5b CLt V :- Stairwells 36 in. or more L Exterior Deck Bracing 'l'`t tt �� R1 L6 ��D 1 Headroom 6 ft. 8 in. M1 OD t tJ �UV_Q-"C.._ot e- ca_ic • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate — t 7-At_ _ sA1 !J6CSC 1 %(w) 16 gauge(8) 16D nab each side a-\-ib I6 01 bC_J? /_) c). Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation �' Howie side 6 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space 1 Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Buildi g&Codes Fomes-Ol.D1Bullding&C.odes inspection Fomr*VFraning Fireidopping h»pedlon Repcd doc Revised January 7,2008 p ; Framing / Firestopping Inspection Report t tic)') Office No. (518)761-8256 Date rrOe. - : . .:wed- Queensbury Building&Code Enforcement Arrive: - .: 742 Bay Road, Queensbury, NY 12804 Inspector's 1W+' mo "it NAME: PERMIT#: T LOCATION: L. `/ " —s INSPECT ON: 7-7 i r // TYPE OF STRUCTURE: Y U COMMENTS: Framing Attic Access 22"x 30'minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed property 12"O.C. Headroom 6 ft. 8 in. StairweNs 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 160 nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and ier shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'r4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLDSuOding&Codesli spestion Fom*Framing Firestopping Inspection Report-doe Revised January 7,2008 Framing / Firestopping InspectionReport Office No. (518)761-8256 Date I g-• Queensbury Building&Code Enforcement Arrive: ►.' n'r ► • : - irm,'*r,_ 742 Bay Road, Queensbury, NY 12804 Inspector's I r , . NAME: ) l c=1,11 \(� 6/v1-N m(--"- ; Ct v✓t-li 0 -"(1 �1v � � P'RM{T#: j LOCATION: '� � SPECT ON: t l TYPE OF STRUCTURE: Framing Y N COMMENTS: Attic Access 22" x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed property 12"O.C. Headroom 8 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 160 nabs each side Draft stopping 1,000 sq.ft. floor trusses Anchor Bolts 6 ft. or less on center 6:e and water shield 24 inches from wall ^ Z 1 \ `) Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forms-0LD3 Buiiding&Code&Jnspedion Fotms&Frsrning Firestopping inspection Repoitdoc Revised January 7,2006 r(05 -c- -k 0 LI - ( ( Framing / Firestopping Inspection-Remit Office No. (518)761-8256 Date Inspection request received: ( f 1 (‘Int Queensbury Building&Code Enforcement Arrive: am/ Depart:�m! 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: N t?� Ct ,� . Cl' PERMIT#: ( 0 –L-(74 LOCATION: l S �-( ('i,2,"n�( i{ i- . INSPECT ON: /i7i � TYPE OF STRUCTURE: COMMENTS: Framing Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more 'V Exterior Deck Bracing Headroom 6 ft. 8 in. Notches I Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 16(w) 16 gauge (8) 16D Haus each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ifie and water shield 24 inches from wail Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour " Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:16ufdinp&Codes Fo ns-OLD Building&CodesMnspedion Fomis'Fmtning Firestopping Inspection Repo tdoc Revised Jamey 7,2008 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: /Vet.) Chun/N. LOCATION: 6 h 1 k JC[ , `7 PERMIT#: /04' 7 Final Survey Plot Plan Approved Denied The attached fmal survey has been received by the Dept.of Community I/ Development. Upon review the survey has been: Craig rown,Zoning Administrator Notes: b It- -Q4 \ I J At, oolt) LI rte. L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCES MAP OF A SURVEY MADE FOR MICHAEL H. & BESSIE G. KENNY BY., JOHN B. VAN DUSEN DATED. AUGUST 9, 1976 O MAP OF A SURVEY MADE FOR ROBERT ROGER CLARK BY, VAN DUSEN & STEVES DATED: AUGUST 19, 1987 O MAP OF A SURVEY MADE FOR ROBERT R. CLARK BY.• VAN DUSEN & STEVES DATED. SEPTEMBER 11, 2002 CONCRETE POST IRF IN LANDS N/F OF RICHARD & LINDA PHILLIPS 729/35 - - 0 O DEED REFERENCES: DEL WYN j MULDER TO NEW HOPE COMMUNITY CHURCH DATED: JUNE 23, 2009 BOOK 3806 PAGE 126 RA YMOND BUTLER TO NEW /-/OPE COMMUNITY CHURCH DATED: JUNE 23, 2009 BOOK 2806 PAGE 130 CONCRETE POST 213.00'___._ — __ 7-6--27'30"E CIRS N LANDS N/F OF a'O m PETER & DARLENE PHILLIPS o 1471/91 0 LANDS N/F OF ROBERT R. & MICHELLE RENEE CLARK 3915160 THIS SURVEY WAS PERFORMED WITH THE AID OF TITLE COMMITMENT NO. MT1100642, DATED MARCH 5, 2011 BY STEWART TITLE INSURANCE COMPANY. NIF OF DS TA YLORNCORPORATION 9861112 027'30" Y21.53' RAYMOND BUTLER TO NEW HOPE COMMUNITY CHURCH 3806/130 AREA 300,121.15± sq. ft. 6.89t acres TOTAL AREA 486,878 sq. ft. 17.78 acres DEL WYN J MULDER TO NEW HOPE COMMUNITY CHURCH 3806/126 AREA 186, 757. 16t sq. ft. 4.291 acres LANDS N/F OF ROBERT R. CLARK 3915/49 PROPERTY LIES WITHIN ZONE C. AREASOF M/N�MAL FLOODING AS PER F.E.M.A. - FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 360879 0025 B EFFECTIVE DA TE-* JUL Y 16, 1984 N07°27'30"E 1109.27' ASPHALT PARKING ANGLE IRON A W N LANDS Al/F OF PAUL & DOROTHYSAIRD 57520 I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED T0: NEW HOPE COMMUNITY CHURCH NORTH AMERICAN MISSION BOARD STEWART TILE _ CERTIFIE DATED: I __., aip PjgSRisxC$ LANDS N/F OF WALTER R. BURNHAM 598/561 351 .1' GARAGE 0 O A71 7A It Cl PINELLO 011 T®130ILDING CNSSURY ODES LEGEND CIRS O = CAPPED IRON ROD SET CIRF O = CAPPED IRON ROD FOUND IPFO IRON PIPE FOUND `C = UTILITY POLE ,pq WOODEN FENCE LINE = TREE LINE = HYDRANT "",I"IINI-Iz U O QU 4:^^° C) 0 0 9 FIS � � �r.3 a; '0Tir r: �ff OD Data Jarxiery 5, 2009 ac" r -W S-1 Of.:EP 1 OF 1 New Hope Church D1480 I.,,, .. - co CQ .-i m —+ O V1 ,pq vl n W 0 � � 43� q ani Cr jn vl b 0 o a q a � co I Cv W m Data Jarxiery 5, 2009 ac" r -W S-1 Of.:EP 1 OF 1 New Hope Church D1480 I.,,, .. - Cl6lyvl / 171 - Foundation Office No.(518)761-8256 Date inspection 9�� 1/ Queensbury Building&Code Enforcement Arrive: : i ► •• . , • 4.14m 742 Bay Rd.,Queensbury,NY 12804 Inspector's initials: r0.- C NAME: New 14(X)C-- C 4/-M,A ; �( L 'ERMIT#: / 0- L/7 LOCATION: L ('if V\T l4 fl, INSPECT ON: i-� TYPE OF STRUCTURE: q/ l , Cgnrment:; N NIA Footings JAciiA Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection FormsWoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 Septic Inspection R- • • ► Office No. (518)761-8256 Date Insoctiow civ : ed Queensbury Building&Code Enforcement Arrive: G--` ,41(0,/�+-part: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial ir/ice NAME: k)C v.) Nb � Cvkor C\ PE; IT NO.: d —y -j LOCATION: �- i " 1� �► I • ' CT ON: —‘14 RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal/Well Water _ Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. AS Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x�_ Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: TY N End Cap Y N Inlet/Outlet Pipes&Baffles Y_N Manholes 12"or less below grade Y N [provide extension collar if Yes] Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. �D Separation of Pits ft. �'dF'--� � � Conforms as per P Engineer Report d As-Buil Y N '�tL� ETU Maintenance Con react _Y_N provided N -- t L_- Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear stem - S.t Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Fonns\Inspection Fams\Septic Inspection Repor 03 2910-doc c)T IC, ‹..,, t, .) .......N 1 ) jvc ...A.j ---- `` at AA.Adela 43 \s \,/ ... .. I 1 5 \ .. A ,\, '' ,----\:./.ci?,43V-... i '1. • 14i Z ••'" / ii: Pt, 6 et—' Ciflor.,_ / I) 7> Do 0 -* cl 1\k '---/C' k,k.0,,L,-- ,, . Septic Inspection Report Office No. (518)761-8256 Date Ins • w., 7....-- -•• Queensbury Building&Code Enforcement Arrive: -�-it j - /pm `'- ••rtrit2:6-4571017A- 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: . NAME: dint' . r .l.. ,- . IT NO.: LOCATION: /115-4 ;. Ar r 419 _, INSPECT ON: 'r :Sri RECHECK: Comments and/or diagram Soil Type(Saan oam/Clay Type of Water:67unici Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' +/- Y N N/A [150'to well required if NO] Absorption Field: Total length � Length of each trench . Depth of trenches 7---9-- i ft. — F,.Apt ' -1\)E ,;, .' - &,-7 u -kE Size of Stone 4g2_ Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 14" hock`)c Tank to Distribution Box Lp x,90 Distribution Box to Field/ Pit I--{�` V n Lk"PE.a - 'R,C._ ‘ Opening Sealed: N End Cap N Inlet/Outlet Pipes&Baffles ✓Y Manholes 12"or less below grade -7114\11 n [provide extension collar if Yes] /Y N -÷ -I''a V-----1> u3Fac-n e,AZ T k AN1J7 Location/ Separations �La-6 a,agFoundation to tank % ft. II Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan ___..Y_ll ---__> N�Ep R5 6�1LT Engineer Report and As-Built Y vl� tl �0E- 5 ?--C�;,�� ETU Maintenance Contract Y N provided Location of System o• • •perty: Front •ear ft Si Right Side Middle Front Middle Rear stem - S. . Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspectlon Forms\Septic Inspection Report_03 29 10.doc Foundation Inspection Report Office No.(518)761-8256 Date Inspection : Queensbury Building&Code Enforcement Arrive: ': ,: . 1,1 TIP , 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: ! 4 PERMIT#: \ LOCATION: X1'1! .y. INSPECT ON: —1q-1\ TYPE OF STRUCTURE: Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 4 6 inches above footing 6 �t' ;��, w: - under slab /Copper ✓ . Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:Woliding&Codes Forms\Buiiding&CodesUnspectbn FormsWoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ( \ �/ f Foundation Inspection Report Office No.(518)761-8256 Date Inspection request r • .4 Queensbury Building&Code Enforcement Arrive: am/,iDepart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:tip, ' � NAME: C j PERMIT#: LOCATION: I, f t-t/ : INSPECT ON: TYPE OF STRUCTURE: Con menta Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Face Footing Dowels or Keyway in place / Foundation Dampproofing / Foundation Waterproofing I � Footing Drain Daylight or Sump Footing Drain Stone: ' 12 inch width � above footing j 6`nul ly for wet areas under slab Backfill • . •royal .1.mg Under Slab PVC/Cast/Copper -•— Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1Building&Codes Forms\Bufding&Codes\Inspettlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM r j ff 1I. CLLCe� Foundation Inspection Report Office No.(518)761-8256 Date Ins. ;on ' : . st rete' ed: Queensbury Building&Code Enforcement Arrive: r . fi .. s part: ilig'. : �~ 742 Bay Rd.,Queensbury,NY 12804 Inspector's In iq v ' NAME: ;° LOCATION: / ;ri �Cr;G � — l SPECT ON: _ ;� A; TYPE OF STRUCTURE: Conamentt Y 1N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. �M feria s for this purpose on site. 'Foundation//Wallpour (einfore nt in Place \ /‘ Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing ` Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspectlon Forms\Foundat on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM L- (--/ ‘,/ ', Foundation Inspection Report ?---- ' Office No.(518)761-8256 Date 1 , : .0,'! ' tel• Queensbury Building&Code Enforcement Arrive: % `)1: -. Depart: ' % ; •m 742 Bay Rd.,Queensbury,NY 12804 Inspector's In NO ;011, NAME: 1 S E J _ !°l U - _ P RMIT#: / ..--V- 7 _f f. LOCATION: < i; C y`f/,-•.` '. , .. ' SPECT ON: - '- `// TYPE OF STRUCTURE: Z t .6 `/ 1 I f I I 7 Y A N sa. Footings Piers Monolithic Slab Reinforcement in Place ' The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place `.� b Footing Dowels or Keyway in place Foundation Dampproofmg 0 % .V.4);-•-\.0C. \) ',R Foundation Waterproofing Footing Drain Daylight or Sump 0 Foo12 ting Drain Stone: inch width above footing ` 6 mil poly or wet areas under slab Backfill- . . .val "PltMiibllUnder Slab ` PVC/Cast/Copper oundation 1 latio• ;to `/0:* tenor Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM - /o 7Js4 Foundation Inspection Report Office No.(518)761-8256 Date Inspection ed: Queensbury Building&Code Enforcement Arrive: a.' i,si : „ ► per: WrV 742 Bay Rd.,Queensbury,NY 12804 Inspector's .;. NAME: etLi, RM1T#: /0--2-177 LOCATION: f t'o 1Kxlam. ) INSPECT ON: -�1 TYPE OF STRUCTURE: Comment 2-- bSee erttA Y NJA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inchwidth c _ above footing . / 6 mil pol for wet areas under slab MAW P 1r .mg Under Slab 04 (PVC/Cast/Capperkb-T- Rough Grade 6 inch drop within 10 ft. L:\Bufiding&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ( .vo ) z -4' Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: \pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: L J C' 'L..V --c.L PERMIT#: LOCATION: 5-7/ i„ jt INSPECT ON: TYPE OF STRUCTURE: ' Comment% Y N NSA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Ii=urpoon site. undatio /1/,SLAAeL, Footing Dowels or Keyway in place V Foundation Dampproofing1110 oc 4 e_,c5,t Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper • Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM (f2oo) / J2 Oedit-e Foundation Inspection Report Gf Office No.(518)761-8256 Date Ins. - 'on requ: ed: Queensbury Building&Code Enforcement Arrive: °. .1 am/, / 2 part: 11 .71 742 Bay Rd.,Queensbury,NY 12804 Inspector's .' ala: NAME: C1/4-) / , # r ;b►. PERMIT#: LOCATION: Ior j r 'INSPECT ON: Aithiril TYPE OF STRUCTURE: Cgmmeni ( Y _ N Footings Piers Monolithic Slab Reinforcement in Place FDU-N-\ r- The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM (öz ) cF—/D 7 ' Foundation Inspection Report Office No.(518)761-8256 Date Ins. ;on ue_. �'. Queensbury Building&Code Enforcement Arrive: e: Depart: >` .5.1641/1 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ._ NAME: ►1 L 11E11' r / r/� :ERM1T#: 1 2/7 1 • LOCATION: " ( - r•if wr INSPECT ON: JAW/ TYPE OF STRUCTURE: Comments 1 Y N _NA. Footings E-M1— c -o, aDG, Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wailpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspediion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM