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2006-247 TOWN OF QUEENSBURY 742 Ba Road Queensbury,NY 12804 5902 (518) 761-8201 �� Y >Q r5'� Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20060247 Date Issued: Thursday, December 27, 2007 This is to certify that work requested to be done as shown by Permit Number P20060247 has been completed. Location: 15, 17 & 19 BOULEVARD Tax Map Number. 523400-303-020-0002-034-000-0000 Owner. NICHOLAS DAIGLE Applicant FASTENAL SUPPLY 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, 4 4/-,,fit Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. BLDG. PERMIT NO. 06— 21-1 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; /5 B u kv rJ for the following uses: rASTEijA L SQPPL' / corncomrh ERCIML_ 9" - S - O6 � ( c DATE SIGNATURE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby yaPPROVED ( )DISAPPROVED with the following conditions: I) SUBMIT FINAL SURVEY INSTALL Ciln1oRES Q. iRo,JT REfiR EX175 ► S A , r. ; 6: Q R HE/1 TI N (. S`/STET V I T H 1 A) 30 7)/4-VS Li) /1USTALL P R1 f AJc-IJT STRIP7TV.Z Fob NANb1 cfPpFD F A CCESSA15L/ s) FINAL AFPROV/1 oF N)// IANC-' Fpm FA1�1A1 ER TEMPORARY CERTIFICATE OF OCCUPANCY F E: 0.00 EJOSI '0;100.00 received on 9 s o6 'V Date of Issuance Director of Bldg. & Code Enforcement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES ?s0 DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. • OFFICE USE ONLY (( ', • TAX MAP NO. -/ ()\(:.)03, ' 3`-/ PERMIT NO. c 1() aq�� •• FEES: PERMIT j wJ RECREATION ENGINEERING APR 2 ;li + (If applicable) PRINCIPAL S TR LICT URE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONS -UCTION. APPLICANT/BUILDER: q+c- li uS F - vii __.----- OWNER: 1C-101I1,1 '' 0 (- ADDRESS: II St•te ' '' `�' ADDRES . ft -9x40-10 ' PHONE NOS. 75 cb,- to ' -HONE NOS. a CPu a 61(4.,(141 796 ^O5Z( CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: N,c l< �Jtt PHONE: 74 -675.2-/ LOCATION OF PROPERTY: /‘ - J L JaUo4✓1- 0. SUBDIVISION NAME: N/4 - PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT I z APPLY TO YOUR z O; d ; o L cn I PROJECT cc 0 O • cc ; O = _ w ..J L. LL W I n- C7 U W0 ti 1 I Q a r � Nu) ZOri Sc_ E' SINGLE FAMILY I TWO-FAMILY MULTI-FAMILY i I (NO. of UNITS ) TOWNHOUSE O 4 BUSINESS OFFICE I RETAIL- MERCANTILE FACTORY OR 1 f I ! INDUSTRIAL 4615v. CZ.) i /de ATTACHED 1- I GARAGE(1,2,3) 1 i I OTHER I I 1 : I i IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: frOc e.wa I ESTIMATED CONSTRUCTION COST: c90016/30, Please complete a separate Application for"Fuel Burning Appliances&Chimneys" available in our office HOW MANY FIREPLACE(S): Iqt\ AND/OR WOODSTOVES(S): 141A ZONING CATEGORY: l ' ( ARE THERE WETLANDS ON THIS SITE? MO IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: k. - .. Town of ueensbur Community Development Office 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? X10 ARE THERE EASEMENTS ON PROPERTY? N t� I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signe Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: DIRECTOR OF BUILDING & CODES ZONING ADMINISTRATOR DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes@queensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburv.net ` ,.';,;;w.'`1 Town of Queensbury • Community Development Office . 742 Bay Road, Queensbury, NY 12804 r , OFFICE USE ONLY TAX MAP NO. PERMIT NO. dek,-at V7 PERMIT FEE APPROVALS: ZONING TOWN CLERK APR 2 6 APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUSS.BE Q}BTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. -Os/2(4/0/ OWNER: \\�i..L J1d) r v(1 INSTALLER: N'1 ifftY (v ADDRESS: I( S.- /� P,-` (V�-� ADDRESS: I i S.-‘-er Oen- PHONE PHONE NOS. *7 ! (0 - (7 C c ' PHONE NOS. .1‘?) '--l Sg LOCATION OF INSTALLATION: RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW BEDROOMS „_,........ GARBAGE GRINDER 1980 or older i X 150 gallon per bedroom = INSTALLED? 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present X 110 gallon per bedroom = INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLA ,ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND ,// LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL / WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS I S. PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: KO GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH 2-4:-) FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # '111 /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: ,u/,);.J LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS. /TOTAL CAPACITY: GAL. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury S • -wage Disposal Ordinance. codes@queensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION tqr ri www.queensbury.net Iftw Signature of Person Responsible Date Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Foundation Inspection Report Office No. (518)761-8256 Date Ins ection r-4.0",iv" Queensbury Building&Code Enforcement Arrive: ;3.. Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Trait : . NAME: ` 'ERMIT#: 0 Co- ay LOCATION: Ns — 0Q\Q;j c„cc J INSPECT ON: _ 0 TYPE OF STRUCTURE: Comments Y f_ N N/A — Footings Piers ��/// Monolithic Slab '60\�Q ey�' ,t,-,t*.)V), Re' orcementin Place Theacontractor is responsible for �p �‘�.� 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 1 - 3 CP:; co) inkecl S^-Z4 -0C, D rv. {p .�s;b% Foundation Inspection Report Office No. (518) 761-8256 Date Inspectio e•; - 5-- Z//—U Queensbury Building&Code Enforcement Arrive: -1 i.. pm -`/ Depart: - Z 7pam/ 742 BayRd.,Queensbury,NY 12804 Inspector's Initi I G Q rY, P NAME: Sit cw-/ S u pp ki P ' I T#: O 6 -- 24, LOCATION: /5- i000kir&m.. I'1 SPECT ON: 5— — 2 6 TYPE OF STRUCTURE: Crxttv„►E,r r oma/ /n0E'Idr Comments Y N N/A Footings Piers l Monolithic Slab ReinforceminI The contractor ent isPlace responsible for providing protection from freezing \J ) \ \,,t V-N for 48 hours following the placement of the concrete. lT'r�U.- Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing <J CD\ \ C D t ' C \D Footing Drain Daylight or Sump Footing Drain Stone: c P\\> > V\c—AlV 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 9- /f THuRS s- 2S--- o6 n1- Foundation Inspection Report Office No.(518)761-8256 Date Ins '�ion req Queensbury Building&Code Enforcement Arrive: 17 4 1♦: -• ,� - Depart:I/L am/ m� 742BayNY 12804 Ins Inspector's Initi � Rd., p � NAME: F-Cc I � ' RMIT#: D - 2`:/7 LOCATION: /,S' / INSPECT ON: - -- p y�m�v ` 5-- 2 � 6 TYPE OF STRUCTUEZE: CCrvI the C i cu I Comments Y N N/A Footings \o KI0v2 Piers 1 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -- // -TOCS $ `3O -- 06 Foundation Inspection Report Office No. (518) 761-8256 Date Ins ction re. a d: • - ,dp - r�o Queensbury Building&Code Enforcement Arrive: IP=3 Tyr./ Depart: VIL, . am 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia NAME: ( 4- ‘"..a , , ERMIT#: bG " 24 LOCATION: /5- /7 BDvktin,r INSPECT ON: - ;3 0- 6 TYPE OF STRUCTURE COi vy►��ec c;w I Comments Y N N/A ootin s 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 ''1t-� vP\P--1D Footing Dowels or Keyway in place Foundation Dampproofmg C.) `) \ 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 21/ FRS 5--26 - o6 P"^ Foundation Inspection Report Office No. (518)761-8256 Date Inspection re, - -ce' - . O,-- r Queensbury Building&Code Enforcement Arrive: I :50 �.' .i ,Depart: . vipm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia : NAME: 7.0 $� ' RMIT#: 06 -21/7 LOCATION: /S' /7 80 fey-a_rj INSPECT ON: a TYPE OF STRUCTURE: ('rwwwiere Comments Y N N/A .. d_s ' iers 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 / A CA/ Footing Dowels or Keyway in place v -' �L, a F\\ FJ�� c • Foundation Dampproofmg av\LA) F- 5-1--iORub 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 k A al 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 2.—/-1 1JEb = 31 - 0 . Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r I • -ived: ,5-- 3/- Queensbury Building&Code Enforcement Arrive: ,?j;M . r Depart: 3 ,(pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: -44;41....-- / 7 NAME: Ai - t.-�.+! P" T#: 06 -244/-7 LOCATION: / le.ret.. Ala i SPECT ON: ,S—- 3/- 0 C TYPE OF STRUCTURE: CF9 tom.vwe CC,ct, Comments 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/WalIpour 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 C/Cast/Copper L At.) __ ��/ 2 Foundation Insulatio Interior xt 'or b 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 q- // Tt/v SbM y o‘, Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requestved: A. , 2 < - 7 Queensbury Building & Code Enforcement Arrive: � : ruff ,- • - 742 Bay Road, Queensbury, NY 12804 Inspector's In - • CD' 4 NAME: 4 iie , klrPERM) #: 0'6 " z4 7 . . - LOCATION: I �- l��av�� INSPE ON: (a —dc TYPE OF STRUCTURE: uo Q J �—" Y N/A 4 Rough Plumbing ail Plates \-c $ 6 \ k • _ •• amen Vents in Place 1 1/2 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 Wat-r Supply Piping < / Head l�d(\ •. . •r 15 minutes Insulation /Residential Check / Commercial Check L � Proper, Attic Vent � \(�' Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Z FRIDN't 7 / 11406 • Septic Inspection Report M Office No. (518) 761-8256 Date Ins•: i• -• •iv-•. _. _ Queensbury Building &Code Enforcement Arrive: • .1 _Alt, a • pm 742 Bay Rd., Queensbury, NY 12804 Inspect• 's I • - NAME:. ( NO.: G ILOCATION: / ? Ltoje i C/ /111:MIT SPECT ON: , RECHECK: Comments and/or diagram Soil Ty . San•ve•-m/ C - Type o - ��'unicipal/ - ater Waterline .-parati•- <• ce ft. Well sepa . '; • .nce ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ' Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x-T----- ' Stone Size: Pugin. Size Buildin• to tank ' 1,111 . �s Ta ,o '' ibution =•x Tt> -\° �G Di ir.vrPr •'r.Strr�ra .-co t O.-Hina Seal. ;r Partial End Ca. Inlet/Outlet Pi.- &Baffles IIVANPICE Location/ Separations Foundation to tank 1 _.. ft. Foundation to absorption ft. Separation of Pits ft. Cor : s as •%di I Plan fin.ineerR:• •.rtI,1! °� --Y oc ti-f System on Pro•-•• • Front Rear Left Side :ight Side Middle Front Middle Rear S -i-m U - tatu Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 / Septic Inspection Report Office No. (518) 761-8256 Date Ins io request received: Queensbury Building &Code Enforcement Arrive: am/p epart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's I tials: NAME: ' 're-4)4e_ PERMIT NO.: ,06 - 7- LOCATION: =/5 c'e,-YAw17 INSPECT ON: 7 JJff RECHECK: Comments and/or diagram Soil Type San. oa Clay 2A)- ,5��-- Type of - - Municipa /Well Water Waterline se.- ation •=nce ft. L Well separation distance ft. C 1--.16A-) ly6 Other wells: _ ft Absorption Field: Total length ft. Length of each trench �, ft. Depth of trenches ,. / / ft. Size of Stone &Z., `� ci&A) S� Seepage Pits: Number Size: - x Stone Size: PipingSize Type Building to tank ( / 5 l7j > ' Tank to �t-let�Bax f i ..i `f '- e-k0,(:) Distribution BoxTFld/ Pit Opening Sealed:r.)) N/ Partial End Cap Inlet/Outlet Pipes&Baffles Y N Location / Separations _Foundation to tank0 ft. Foundation to absorption ' "t p- ft. Separation of Pits ft. Conforms as per Plot Plan Y Engineer Report and As-Built _Y_7 f'i it/600"i i '/l . /4 PPRoyACS Location of System on Property: Q K Tv ol/ g Front Rear Left Side Ri•• - •e 4 Middle Front Middle Re- ‹. ,, j i System Use Status:/ approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 00 FR MM -2/ - Framing / Firestopping Inspection Report 7 Office No. (518) 761-8256 Date Ins.ection re est re- : ved• 7 ^ 7' - oC) Queensbury Building&Code Enforcement Arrive: CO rr`. 1 , De.,rt: 742 Bay Road, Queensbury,NY 12804 Inspector's Initi``'' NAME: f' PERMIT#: 04 z47 LOCATION: £pt1 r_- a�� INSPECT ON: -41- TYPE OF STRUCTURE: —�—,� Y N A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers �� ,\ Bracing/Bridging Joist hangers �` Jack Posts/Main Beams ` b� C`C— 0� Exterior sheeting nailed properly 12"O.C. WQ� O & '%c\-vaL Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top PIate 1 '/i(w) 16 gauge(8) 16D nails 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 '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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: �ico am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: L� NAME: r',`w . PERMIT#: I .` ' LOCATION: INSPECT ON: Ma TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30" minimum Jack Studs/Headers tea._ \--),A,fE-A• ` Bracing/Bridging �. Joist hangers Jack Posts/Main Beams �-� Exterior sheeting nailed properly to t" •.� 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(w) 16 gauge(8) 16D nails 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 '/z 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 -r-ThRib 7-2F- 06 Cikeur/I Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: 7 - 28 -t Queensbury Building&Code Enforcement Arrive: am/pm Depart: •N am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: r,l NAME: PERMIT#: ie LOCATION: f2j`,fPa-v-or • INSPECT ON: — TYPE OF STRUCTURE: Y N N/A 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails 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 %2 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 . 9- /7 -at Ursb �s- 7 / �.6 ._ Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins section re. • eiv•d: - Q Queensbury Building& Code Enforcement Arrive: _ OA... Depart: .2 742 742 Bay Road, Queensbury,NY 12804 Inspector's Initial.: NAME: � 51 f PERMIT •• i 0 l LOCATION: )5- Yom,/eV//zrrrt DATE: _ - COMMENTS: y N NA 'C Chimney/"B"Vent/Direct Vent Location — I ObTRU__ C_et b?t E.J Plumbing Vent Through Roof 6"/Roof Complete / QE 4>�aicO v_EN1(___ Exterior Finish/Grade Complete 6" in 10' or Equivalent Fra -v C. 1 Interior/Exterior Guardrails 42 in. Platform/Decks _— T� Interior/Exterior Ballisters 4 in. Spacing Platform/Decks — G AD MG-1 ES— \4315-cRI Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. -- FA 1\ ;t\k.- a. g_ All Doors 36 in. w/Lever Handles/Panic H. ACV are, if required 'tb Pic Exits At Grade Or Platform 36 (w)x 44" (1 /Canop or Equiv. //r — 1 t- 5C-f\O._ N MU`''�' Gas Valve Shut-off Exposed&Regulator 1;" ' •ove Grade _ T'V-rAP boLRT‘tN jV Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum — ?-rE 51C� V CA?-- Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System V'- 41 1Jb pRQ.�‘)3(� Fresh Air Supply for Occupancy/Ventilation Combustion To bo`t ry 61)-C`CDr'-'\ Low Water Shut Off For Boilers —/ (:* �`6 Gas Furnace Shut Off Within 30 ft. or Within Line Of Site _ Oil Furnace Shut Off at Entrance to Furnace Area h1.p Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors > 10%> 1000 sq. ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire _ Dampers/Fire Doors — kA`C'° 6 e_Q‘C� Ceiling Fire Stopping, 3,000 sq. ft.Wood Framet' C--c KWEP_ 13 Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" y Hlvt-‘ Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed — � �� R�� O Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage f C X"VTS OV TO C P\C Public Toilet Room Handicapped Accessible 1 1'11tLN IL Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] ,,,./ Active Listening System and Signage Assembly Space A Final Electrical — Ew7G____E�b tt t Site Plan/Variance required t.--�vQ Final Survey,New Structure/Flood Plain certification,if req. _ / • As built Septic System Layout Required or On File lav I yJiD. Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler _1--DCAZ- PL_-1 Building Access All Sides by 20' /Driveable Surface 20' wide 015PL_f\ V_.;e1 � \ Okay To Issue Temp. or Permanent CIO F t -- ‘?Y0C--\( Okay To Issue C/C -- TV_V_ V O L:\Building& Codes Forms\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc ‘ 0 V A,5-k _t3'k._ kL \t_N) A h \I 1L -""" ? RAA 1 tJ \holes .��-0 74/-65-2-I Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. 074;6/67-2-4-(4. Town of Queensbury 742 Bay Road eilrkt !I o' Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518) 761-8206 Business Name: .57//e/Wi. Fax: (518) 745-4437 Location: /7 Cisei&i14t21 Type of Inspection N/A Yes No EXITS: Exit Access 4- COMMENTS Exit Enclosure Exit Discharge X T AISLES: 1 i. CI.y-IeC„`CL C (,^ AC l Main Aisle Width Secondary Aisle Width N. - V c\VY-- 66'G13I/ 4UC EXIT SIGNAGE 11 O Sign-normal r Sign-battery x a. 44 Ors a % L TRUSS ID SIGNAGE X 0 fSCUSS co EMERGENCY LIGHTING FIRE EXTINGUISHER: SIS II(`tn Hung X- vT Inspection of extinguisher >'C' Hydro extinguisher .>( FIRE ALARM SYSTEM Fan Shutdown X Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island/ , Hood Installation 1 cL ct. t YV`\ n t c�-- Lt GU Interior Finishes `�+ Storage -1 Compressed Gas \ • - ,. +G,1C, Clearance to Sprinklers 'X Clearance to Electrical Electric Wiring Enclosed X • Fire Marshal Inspection Complet Combustible Waste K p listed itemsto Temporary CO Vehicle Impact Protection7. tssuea by Building&Codes Fire Lane K F.D.Signage-Utility Rooms No Smoking Signs AUG 31/06 Maximum Occupancy Sign �`') Emergency Evacuation Plan - re aLbtial of o ueensbury Approved (If no other approvals apply,the B&C Office will issue the ertific ate of Occupancy) o Denied o Call for Recheck cr- Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc 41 Queensbury Building & Code Enforcement - Residential ► al Inspection IIS 044- Office No.(518)761-8256 0/ Arrive: . j ae p ': %� 0 Date Inspection request received: 1 Je/0Inspector's Initials: i =ce NAME: f eV L- P ' T#: O 7 LOCATION: ( S I ( rk)L AA4r i� ! I)AT': j TYPE OF STRUCTURE: Comments Yes, No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches E •I3 1-ea Roof Complete/Exterior Finish Complete -`v�� ` Platform at all exterior doors ! L-C.x g_ Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more — Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall NPN`tJ Interior/Exterior Railings 34 inches to 38 inches, Interior Handrails @ stairs 2 or more risers jN 1�Cr'l Grade away from foundation 6 inches with 10 feet ✓� 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safetyglazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq. ft.vents Bathroom Fans,if no window > MO e- 'EiZ1C*-___ Plumbing fixtures , Foundation insulation y� Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade ► LNAA--�— E_ E- Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s) installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical /I/ Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if require. Okay to issue C/C or C/0 emporary/Permanent] L:\Building&Codes Forms\Building&Codes\lnspection Forms\Residential Final Inspection Form revised_100405.doc Inspection for Permit to Occupy Fire Marshal's Office Request Recd Permit No. 0 4 ^ d(4 Is-/ Town of Queensbury 742 Bay Road qt s Jc'7�t' C 4 Queensbury, NY 12804 Scheduled Inspection Date: I Time: "77 Phone: (518) 761-8206 Business Name: 4--n "'c1k-- Fax: (518) 745-4437 Location: i"? i?cAdcuf1n h Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width �A(\ -+•-3P 1--i-.)e---' EXIT SIGNAGE C CM NV car Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hung Sr Inspection of extinguisher 31- Hydro extinguisher ,1( Fir s,4 i. ,, .b FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System SEP iivyt 2006 Fire Suppression-kitchen _ Fire Suppression-Gas Island Hood Installation Fire Marshal Town of( eensbury Interior Finishes .k Storage �( Compressed Gas _ Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Signage-Utility Rooms , No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply, the B&C Office will issue the � ca - of Occupancy) p v) a Denied o Call for Recheck Inspected By: 1114 • L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Commercial Final Inspectio• Re► • �j pp —gu°`- 79(9-105ZI Office No.: (518) 761-8256 Date Ins. ction ;;'Q ec, -t. Queensbury Building& Code Enforcement Arrive: : ;itp Depart: as 742 Bay Road, Queensbury,NY 12804 Inspector's Ini . NAME: FR 1-E.t0 AL PERMIT/ f, 2._ Z LOCATION: 1.9- Incl)�F\)R 0.--) DATE: , '-c — COMMENTS: ct J n,1/46 Y N NA TCMQoRAR-`1 co Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete ii COO SD r\--1 CiOr.51• Exterior Finish/Grade Complete 6"in 10' or Equivalent J (:), J Interior/Exterior Guardrails 42 in. Platform/Decks (:.1, ub�iT V1�JA EI Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" 0 1 061-A1-L2), Vestibules For Exit doors> 3000 sq. ft. r FQ7637. S2-F- V-_ All Doors 36 in.w/Lever Handles/Panic Hardware,if required ii Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. K'1TL5 . Gas Valve Shut-off Exposed&Regulator(18")Above Grade \ / IA ET � Floor Bathroom Watertight/Other Floors Okay P6 Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum _e Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System YYY 1 Terup `k Fresh Air Supply for Occupancy/Ventilation Combustion cA.NM D Low Water Shut Off For Boilers / Gas Furnace Shut Off Within 30 ft. or Within Line Of Site J F-T:N___ � -Q�r"T1a VA Oil Furnace Shut Off at Entrance to Furnace Area eV\- 1 -31 -1Stockroom/Storage/Recciving/Shipping Room(2 hr.), 1 %doors \t�bTisct. a��-�' > ou0%> 100orri orsqft. � �\ �1 3/o Hour Corridor Doors&Closers FDS Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors k-\f 'D‘c_PRFEV. 41 Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame , Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" h'�cb \b - Smoke Vents Or Fan, if required - Elevator Operation and Signage/Shaft Sealed 0 n . IL i\� Handicapped Bathroom Grab Bars/Sinks/Toilets f \\ II Handicapped Bath/Parking Lot Si nae ,ff bV �U\0Q\Nb V Public Toilet Room Handicapped Accessible J Handicapped Service Counters, 34 in., Checkout 36" f E- :)ItZ , Handicapped Ramp/Handrails Continuous/12 in.Beyond (Both sides] Active Listening System and Signage Assembly Space ._., :c..,.......- Final Electrical e Site Plan/Variance re.uired • a Surve , .'cw ucture/Flood Plain certification,if re i. \\019 -.• eptic System Layout Required or On File - Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access ' -'aes by 20' /Driveable Surface 20'wide Okay To Issu: em /'• anent C/O Okay To Iss.' err" L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc BISTEIVALO INDUSTR/AL & CONSTRUC77ON SUPPLIES 126 Saratoga Avenue S. Glens Falls, NY 12803 MEMOPhone: (518) 793-3333 Fax: (518) 793-2036 E-mail " nysou@stores.fastenal.com " Attn: To whom it may concern From: George VonElm Fax: Pages: 1 of 1 Phone: Date: 9/1/06 Re: Fastenal Store on Boulevard Comp. Town of Queensbury 0 Urgent x For Review 0 Please Comment 0 Please Reply 0 Please Recycle Please be advised that the Fastenal Company floor plan layout is designed for full accessibility to all areas of product, including bulk skid products—hose crimping—bulk chain-metals to length and 5 gallon masonry product storage. Our philosophy is to allow this product to be viewed for better impulse buying! In sum, our floor plan should be considered open/flowing to all parties. Thanks! George VonElm General Manager PRODUCTS Fasteners - Tools & Accessories - Cutting Tools Hydraulics & Pneumatics - Material Handling - Janitorial Supplies Welding Supplies - Electrical Supplies - Safety Supplies SERVICES Integrated Logistics-Tool Repair-Tool&Cutter Grinding—Custom Packaging-Special Manufacturing-Hose Crimping-Welded Band Saw Blades-CAD Storeroom Layout-Inventory Management Systems o- cAs (�uS£ fleetI (j&a Ra�lc wlCai•�pe.2 1 61; rim s >ix I cn9_, yi ih iof >/E • r..3 V 1 r0V li ?odS ate_ ill`'ci viour Zoe 09/05/2006 08:40 5187981864 WASHINGTON ST PAGE 02 RRE T-MA e ' aure1M05, H.Thomas Jarrett, P.E. Professional Engineering Kenneth Martin, P.E. fav 101 OCA Wp - —. Final Report of Special Inspections !Ag -22-4--1 • Date: August 24, 2006 RECEIVED • Project: WEE#06-040 Daigle Structural—Fastenal Building SEP. 0 6 2006 Location: Boulevard& Quaker Road,Town of Queensbury • Owner: Mr.Nicholas Daigle • Owner's Address: I I Sugar Pine Road,Queensbury,NY 12804 T�EUBUILDINGANU�r .SND C BURY CODE Structural Engineer of Record: Ted Greenlaw,P.E.—Foundation Robertson Building Systems, Kim Derry Derks, P.E. —Steel Building To the best of my information, knowledge and belief,the Special Inspections required for this project have been performed and all completed structural work has been in. accordance with the foundation design drawings prepared by Ted Greenlaw, P.E.,the building design drawings prepared by Robertson Building Systems and the Nevi/York State Building Code. Respectfully Submitted, • • Jarrett-Martin Engineers,PLLC (Special Inspector) /1/ •••- OF Nevi/ Kenneth.A,Martin, P.E. , *WY'',�,�� sN Principal � �� 4,I,'� Attached: Construction Observation Reports , n P.E. # 74334 F:\bataFile12006 T'rojects\Kens Projects 2006\06-040 Daigle Structured'up WI Const\CorresplSa t\06040 082306 Daigle-Final Report of Special TnSpections.doc 12 East Washington St.• Glens Falls, NY 12801 • 518-792-2907/518-798-1864 Fax Printed on Recycled Paper 09/05/2006 08:40 5187981864 WASHINGTON ST PAGE 01 JARRETT-MARTIN ENGINEERS, PLLC Professional Engineering Facsimile Cover Sheet This facsimile transmission is intended only for the use of the individual(s) or entity to which it is addressed, and may contain certain confidential information belonging to the sender. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any reliance on the contents of this information is strictly prohibited. If you have received this transmission in error, please notify the sender by telephone immediately to arrange for return of the documents. To: 3oH r, O` �r to Company: Phone: Fax: r/4.6-448'7 From: Robert U. Holmes, P.E., Project Manager Company: Jarrett-Martin Engineers, PLLC Phone: (518) 792-2907 Fax: (518) 798-1864 Date: 91510(v Pages including this cover page:a REGARDING:'-D4t4-e Comments: 12 East Washington St. Glens Falls NY 12801 Phone 518-792-2907 Fax 518-798-1864 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection req •c 've.: Queensbury Building& Code Enforcement Arrive: • _ ,� ;,. or Depart: am 742 Bay Road, Queensbury,NY 12804 Inspector's Initia _ NAME: EA aiLaL &_Sa �$ PERMIT G L— 7 1.4-7 LOCATION: 1.g (3)00\.._$iaQC) DATE: 3 - COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Com'lete Exterior Finish/Grade Com Ilete 6"in 10' or Esuivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. SpaciAg Platform/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/Panic Hardware, if required Exits At Grade Or Platform 36 (w x 44"(1) ano.v'.r E.uiv. 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 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 %2 doors .. > 10%> 1000 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire ■■■ Dampers/Fire Doors Ceiling Fire Stopping, 3,000E. 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 Sienese/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 Final Electrical Site Plan/Variance required ( Final Survey New Structur Flood Plain certification,if req. CzE-CE\\E_D NEE\5 _As-built Septic System Layout Required or On File C-RkkG'b REv‘Ev0 Building Number or Tenant Address on Building or Driveway ■■� Water Fountain or Cooler Building Access All Sides b 20' /Driveable Surface 20'wide ■1111■ Okay To Issue Tern.. o ermanent C/• • Okay To Issue C/C L:\Building& Codes Fortns\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc Site Plan Inspection Report 13P a60(0 a Y7 Project Name: Nicholas Daigle Project Location: 15 Boulevard, Queensbury, NY Tax Map No.: 303.20-2-34 Mailing Address: 11 Sugar Pine Road, Queensbury, NY 12804 Site Plan No.: 59-2005 Area Variance No.: 31-2007 Building Permit No.: 2006-247 Date: March 16, 2007 Dear Mr. Daigle: During a final follow-up site plan inspection on December 26, 2007, it was discovered that all of the deficiencies reported in the March 16, 2007 report have been corrected, and your site is in compliance. Should you have any questions or concerns please contact this office. Sincerely yours, Bruce Frank Code Compliance Officer x Regular Mail _Certified Mail Hand Delivered (by B. Frank) L:(Bruce Frank120071SPR and AV ReportslDaigle, Nicholas SP 59-2005&AV 78-2005 28dec07.doc 111 Site Plan Inspection Report Project Name: Nicholas Daigle , Project Location: 15 Boulevard, Queensbury, NY Tax Map No.: 303.20-2-34 Mailing Address: 11 Sugar Pine Road, Queensbury, NY 12804 Site Plan No.: 59-2005 Area Variance No.: 78-2005 Building Permit No.: 2006-247 Date: March 16, 2007 Dear Mr. Daigle: During a site plan inspection on December 5, 2006 and after the review of your"as built" site plan submitted to this office on March 15, 2007, the following deficiencies were discovered: 1) The new distribution center building is in violation of the rear setback requirements (the rear setback relief granted to you in AV 78-2005 has been exceeded). 2) The three mulched planting beds (large bed at the northeast corner of the parcel and two smaller ones along the Boulevard) have not been constructed. 3) The landscaping approved for the planting beds referenced in #2 have not been installed. 4) The seeded lawn area west of the building above the west septic system has not been created and is currently covered with crushed stone. The stone will need to be removed before a lawn can be established. 5) The access drive closest to the northeast corner of the parcel has not been eliminated. 6) It appears as though the permeability for the site is less than that approved in AV 78- 2005, and an accurate permeability percentage will need to be calculated from the "as built" survey. 7) The configuration and size of the parking area and adjacent drive isle on the north • side of the one-story office building is different and larger than that approved. I have been informed by Susan Barden (TOQ Land Use Planner) that you submitted an area variance application on March 15, 2007. Should you receive the relief required so your project is in compliance with the zoning code, you will also need to apply for Site Plan Review again. Future inspections of your project will be based on the approval of that review. Should you have any questions or concerns please contact this office. Sincerely yours, Bruce Frank Code Compliance Officer x Regular Mail Certified Mail Hand Delivered (by B. Frank) L:I Bruce Frank 120071 SPR and AV Reports iDaigle, Nicholas SP 59-2005&AV 78-2005 15mar07.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins.ection re• . rem' •d: Queensbury Building& Code Enforcement Arrive: • ,ori if,. • Depart: ► i, a • .I. 742 Bay Road, Queensbury,NY 12804 Inspector's Int _ NAME: 4In/ --� PERMI ' #: 9 7 LOCATION: /4..9O Pt/a-rpt . DATE:' COMMENTS: Y N NA Chimney/"B" Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/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/Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44" (1)/Canopy or Equiv. 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 I 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.), 11/2 doors > 10%> 1000 sq. ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/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" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed .1%" 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] V fl� V7UDISPLZ Active Listening System and Signage Assembly Space Final Electrical Site PIan/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 Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20' wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc ,y it t i i ' 111 III �I h i I I ' 111 III I p ��i ��A ;APSE r •. lS 6 r�; . I IvorIFI I 1 S I i 72- p I f'cP f w ti bi r T witid"", Wd4� y yy kIli X I y 1 :,4 dlaNtl� IYF N F 1i 1 la 1511��pI y Ilwy�I �ISi'M Ig G��f ..j2y� Oyu yy.Il F. , R e uwT mN ''"°,k6 C4d�' ,981M6w�,�4 II Ytl" .d �I bl Y r w" a v JI MSII fhdl Holl �x lX IIM {.v I�7 A l III d Pp q JIi ��^� ��9 k r NI VIII I� 77V l a s A &�t ��u N Si ( f: 4 ll` 4 .,a 1. P." yam„ rc y, I dl vIJV 111 �7�I t I I q a IIF i:l t ti n f I Hit I" II F ,III I�V j A1Ik Yr I' ISM ��A ;APSE r •. IvorIFI I 1 S N F k X y 1 :,4 r ..j2y� Oyu yy.Il F. ISM IM034E Permeable Asea as Shown= 7456.1 Square Feet Area= 0.74+Acre5 Brick/Steel- Warehouse _f MHO BOULEVARD N05°Lb57"W I 117.03' Steel-Wamhouse I•SS2°5437h' ' \.1 15.01, b Other lands ofNR*Daigleper Book 1247ofDeeds atfage53. See map mferences I and 2. N05°6097'W ' m 7213' t i N8254ryy ' i r 1 �� N82°556v faa I rrdea req ta� I N82°54971yy I 152.58, II L — _. _ — — — — — — _ _ evsecfa,. pI amff Lands Now orFormerlyof • . X Y Y ----------------- Ciba—Geigy --- ---- --Ciba—Geigy Corporation Book 630 Poge 408 r CO tf Jtya;, e�� c�ewiJF'_Y �, V ! 562. D DATE AL4FNOTI'x 1. Eoundatyiafonnatronshown hereonwas compiledfromanactual6eldsurveyconducted an September 20, 2006 2. North adentadon and bearing basepermaprefermce 2 3. Warren County taxparcel303.20-2-34. 4. the location of undergmundimprovementy or encroachmants if any exist, oras shown hatw4amnotcetitied. Themmaybeother underground utiEtfes, the existenceofwhich amrmknown,%mandlocabonofaflundergtounduhhiesmustbeverifiedbythe appropriateauthadtiea. The UndergmandFadliiiespratective Organizakonmustbenotified pdorta conducting testborhrgs, excavation and consttvc0on. \6. This survey waspreparedwitboutthe beneHtofanuptodate abstractofdde. 7. Only title surveys headngthemakem embossed seal should herebed upon since other than embossed --seal eopksmaycontam unauthorized and undelmYablemodi6catlons, deletions, additions, and changes. 8. Reproduction orcalryingofttrisdm=entmaybeaviolation ofcggpightlawunless perv,&4on of the authorand/orcopyrightholderis obtained. 9. Acopyofthisdocumentwithoutaproperappiicationofthesurveyor'semboxedseal should beimumed to Kean unauthorized copy DEEDREFERM(M L ConveyencetoNicholasD*IebydeeddatedDecember19,2GYil,filedinthe Warren County Clerks Office on January 10, 20021n Book 1247of Deeds atpage 53. 2 Conveyance toA'icholasDaigle bydeed datedFebruary25 2004 Hledin the Warmn County Clerks Oftlm on February26, 2004m Book 1370ofDeeds at page2R7 overt+sRgctsv MAFREFF.RENCM byres/ 1. Map ent/tied "Map of Lands of NicholasDaigle; pmpamrl by WayneR Raymond LL$ dated 0 January 526M origirrallysurveyedlanuxy10,1988. 2 Map eatifledMap afaSurverof the Lands to be cunveyedtoPaulikmoo prepanedbyjohoB. Yarrdusers dated AAucb 7,1967, filed m the Warren CountyClerks of6c on Matrb 151967. RMSORS RECORD/DESCRIPTION DR ER °- ^«« otO vmrsOXex am e4gE ®ubB11 ua o zroe map ora tsounaaiv+iurvey AZv+aan °fr°ndxNowor ly of Nicholas F. Daigle aYio+ cols aaa � M. ,OCD OMOV p mWNPF 4atff,'fuSBUftY WARRFNCYlUN1Y, NRWY(RK MFlIOVbRD� -Pamah Land Surveying PLLC Q4Flo+5Umyg4692alF (gj8)74q_"j Yoicc'(SZBf 29B9E12 Far. (378)iQ3-LK01'4�T-' Weve or Ne York12M(518)25r-2211 0612 a ruecxm nrn �, Z0F7 pwxa X12 k I , 1 t 3 t 1 it i S,k t A I' a { i L a x IM034E Permeable Asea as Shown= 7456.1 Square Feet Area= 0.74+Acre5 Brick/Steel- Warehouse _f MHO BOULEVARD N05°Lb57"W I 117.03' Steel-Wamhouse I•SS2°5437h' ' \.1 15.01, b Other lands ofNR*Daigleper Book 1247ofDeeds atfage53. See map mferences I and 2. N05°6097'W ' m 7213' t i N8254ryy ' i r 1 �� N82°556v faa I rrdea req ta� I N82°54971yy I 152.58, II L — _. _ — — — — — — _ _ evsecfa,. pI amff Lands Now orFormerlyof • . X Y Y ----------------- Ciba—Geigy --- ---- --Ciba—Geigy Corporation Book 630 Poge 408 r CO tf Jtya;, e�� c�ewiJF'_Y �, V ! 562. D DATE AL4FNOTI'x 1. Eoundatyiafonnatronshown hereonwas compiledfromanactual6eldsurveyconducted an September 20, 2006 2. North adentadon and bearing basepermaprefermce 2 3. Warren County taxparcel303.20-2-34. 4. the location of undergmundimprovementy or encroachmants if any exist, oras shown hatw4amnotcetitied. Themmaybeother underground utiEtfes, the existenceofwhich amrmknown,%mandlocabonofaflundergtounduhhiesmustbeverifiedbythe appropriateauthadtiea. The UndergmandFadliiiespratective Organizakonmustbenotified pdorta conducting testborhrgs, excavation and consttvc0on. \6. This survey waspreparedwitboutthe beneHtofanuptodate abstractofdde. 7. Only title surveys headngthemakem embossed seal should herebed upon since other than embossed --seal eopksmaycontam unauthorized and undelmYablemodi6catlons, deletions, additions, and changes. 8. Reproduction orcalryingofttrisdm=entmaybeaviolation ofcggpightlawunless perv,&4on of the authorand/orcopyrightholderis obtained. 9. Acopyofthisdocumentwithoutaproperappiicationofthesurveyor'semboxedseal should beimumed to Kean unauthorized copy DEEDREFERM(M L ConveyencetoNicholasD*IebydeeddatedDecember19,2GYil,filedinthe Warren County Clerks Office on January 10, 20021n Book 1247of Deeds atpage 53. 2 Conveyance toA'icholasDaigle bydeed datedFebruary25 2004 Hledin the Warmn County Clerks Oftlm on February26, 2004m Book 1370ofDeeds at page2R7 overt+sRgctsv MAFREFF.RENCM byres/ 1. Map ent/tied "Map of Lands of NicholasDaigle; pmpamrl by WayneR Raymond LL$ dated 0 January 526M origirrallysurveyedlanuxy10,1988. 2 Map eatifledMap afaSurverof the Lands to be cunveyedtoPaulikmoo prepanedbyjohoB. Yarrdusers dated AAucb 7,1967, filed m the Warren CountyClerks of6c on Matrb 151967. RMSORS RECORD/DESCRIPTION DR ER °- ^«« otO vmrsOXex am e4gE ®ubB11 ua o zroe map ora tsounaaiv+iurvey AZv+aan °fr°ndxNowor ly of Nicholas F. Daigle aYio+ cols aaa � M. ,OCD OMOV p mWNPF 4atff,'fuSBUftY WARRFNCYlUN1Y, NRWY(RK MFlIOVbRD� -Pamah Land Surveying PLLC Q4Flo+5Umyg4692alF (gj8)74q_"j Yoicc'(SZBf 29B9E12 Far. (378)iQ3-LK01'4�T-' Weve or Ne York12M(518)25r-2211 0612 ruecxm nrn �, Z0F7 pwxa X12 i II •••999— 4 ark N M HO �� AMFNon6 1, Eoundaryinformanon shown hereon was compffedfmm an actualffeldsurveyconduded Permeable Area as Shorn= on &,ptember20, 2M6. 7,456tSgUare,leet aE' TARP 2. North orientation and beningbasepermap reference �Bp C V p r u n { N8702'03'F :N870202E., ... Si7aS4'E, 3. Warren County taxparcief"..20--34 3083' 66.44) 6Fi 34' � 4. The location of under,-mund improve mts or maaacl mn &, ifanyedst, oras shown hetw4awnot certffzed Theremay beother undezgrounduta&es meaosianceofwhich are unAzkown .Sfre andlocation ofall and and u[iTitiesmustbe verrfledb ergro � Y the \ d - appropnateauthon6en The llndergmundFac&i PmtcrliOzgamzave tionmustbench6ed 17OME ntI5° E canvetPaa6ng I 58.5' : O 1 prilconducting teohortngs,awavationandeanstivction. 98• 5ss \6. This survey waspreparedwithoutthe tanefitofanuptodate abstractoftitle. Pad I: Garb - ` 7. Only title surveys hearbVOlemakers emboawdseal should berehed upon since other Area= 0.74f Act'es : - - cravetrartmy I . - than embossed -seal copiesmaycontam unauthorized and undetectablemo&ficatio ..... .. deletions, additions amt changes: 1 µ �NQ5-MV—W �. ,t 8 Reproduction orcopying of&& dmumentzWbea violation ofwpyrightlaw unless t y�Area=0.59j'Acres moftheauthormd orad i tholderisobWned. v �' 2¢5'a 11703' - I , pem3/ssi / PYr'Sly Hnnek/Steel-Wuiehouse - J� q! a 9. A capyof this document withoutaproperappkadon of the surveyor's emlmssedseal Stmt -Warehouse' l'. — 00: N should beassumed to be an unauthorized copy lea -' 750,9, "" co> Otherlandso(MULDatgleper Pad `Ci z, E DGEDREFERENCE.- k. &ok 1247ofL)Wds atpage 53, Smmap references 1 and 2., N05W'57'W I 1 Story "' 1. Conveyance toNicholas Daigle bydeed dated Lkrember 19, 264 fzledin the Warren County e Coma Block Clerks Of6re on an page ' 711T1. g' I j uaryl0,1G472fmEook1247ofDeectsat 53. 2. ConveynncrtoMcholasDaiglebydeeddatedFebmuyZ„Mithledinthe Wan -an County N ' 265.661cads Cokr. w ' ' l' 6P"fo ClerksOffice onFebruary26,2004inYook1370ofDoeasatpageAV ' 8 j ••^'.M%+c 'yr�B2°SS'GY I79' Pad Tnmefom :I '. II nvdParkfng 97�. Pad /�, / 26'(Roaf G , ove Myda MAPREFERENCES.' NB2°,5¢5T'yr za4' byfa) IS k 1 Map entitle"Ma of Lands ofNcholas�glea P rePtee d bY WaYneR Raymond mon LLS, dated 2 ..58 /an2XL ori8m' YserveYed1anearf10 1988 , Cors Re Wa(f 2 Map entitled "Map of a Surveyofthe Lands to he conveyedtoPau117ayno; preparedbyjohn B, — -- — —. — — — Edpi fCr wIP Yandusers dated Mamh 7,1967, filed ice the Warnm County perks af6c on Marrh 15,1967. � till Y — — — — — — — _ — �katg ZandsNoworFarmerlyof .. —Y 6 -- — Ciba—Geigy Corporation o _ Book 630 Page 408 1�i ;.t -r utJF2Y �� ooNnn C. mmwt DATE etvsarts RVc D/oascrsieraN owrtn t Olt•, asoss= aa�y Map of Botlnda urvey AND ( Orly � � r 3113/w t [mmye ar..eN rte m . M vmww aav>�c� APord.a L.a hNowar yof I t �) a.J �...� 1.,. JC IIFl4 GW4lI NA 0 330 > M0 W W. 3 H iw1 lnlVnpHon � an NY 000 / Np w P r ' �° NicholasE Daigle %1j 9p "Mfiiak: RCE MWNQF QUEENS84IRY WAR)MV COVN ,NFWYOM ,-- 0552 i Mme. - ylke, 0612 DahLartdSurve PLLC Z J 63F7muArcxYQer�Fa(tg NewYork12801 ni ^f VII �!� •wrtn aouxuux nveverauswvx emn msaveca� - (�� : `J ➢ROL h4x M]2 VIke'(518) M4692 Fan (518) 745LO” sffi'f! rt1Fr wu.�s�+w®mre.vmemcscrc .awnm amve•ma �:1 WevutowkR NewYarkl2&°6(578)ZhT 22Zl owwlw woxam owrta+. DAT9: f0/N QS PFafAY> 0612