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CC-000500-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: CC-000500-2016 Tax Map No: 309.17-1-23.21 Permission is hereby granted to: Munter Enterprises,Inc. For property located at: 74 BIG BOOM 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 Tvce of Construction Owner Name: G&G Boat R.V.Storage,LLC Business Office-New 5465,000.00 Owner Address: 156 Sparrowbush RD Total Value 5465,000.00 Latham,NY 12110 Contractor or Builders Name/Address Electrical Inspection Agency Munter Enterprises,Inc. 881 Murray RD Middle Grove,NY 12850 Plans&Specifications G&G Boat N RV,LLC Legacy BP 2014-509 Converted to EnerGov CC 500-2016 North Building-Cold Storage 27,868 sq.ft. Cross Ref.Site Plan Review No.48-2014(Legacy) TEMPORARY C/O ISSUED AND WORK EXPECTED TO BE FINISHED BY THE END OF SEPTEMBER 2016. PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,October 16,2015 (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 piration date) Dated at the Town Queens ry; E / Thr October 16,2014 SIGNED BY: (^�-",_+`I/ for the Town of Queensbury. Director of Building&Code Enforcement &011-'56 PRINCIPAL*STRUCTURE APPLICATION Office Use Only (�ii q� �iC-S�jp ap 1 So DATE Received 22 roro Tax Map ID TAX MAP ID i. .Z� � • Permit No . d- -50 /1 '( �/)Y/1� ��/LJ•� �1�6a��1 PermitFe; moo. ZONING VV+ ��"�'•^ "^•Inr 1W T-"`V Rec Fee V Site Plan# HISTORIC SITE _I��}Y'bs /�No Subdivision # SUBD/VISION NAME 41A Lot n 2014 TOWN BD.RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS,INCLUDING SINGLE FAMILY DWEWNGS,DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED & MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. �/ 1 / APPLICANT q N 6F i�iAJ�T/ �J�� (� 11M OWNER G(�Ki � 70k_�0 SFV II W... ADDRESS �! HO 00AP ADDRESS l5 SPAVMJ 1705 ED, WPM; 49051 A 12KO Lk-MA-8 IV Y' 1911b PHONE/E-MAIL PHONE/E-MAIL 518 CONTRACTOR WIWI Nf / ( &� - o✓� ��� 60 COST OF CONSTRUCTIONN(ESTIMATED):/�$ ADDRESS: BUILDINGADDRESS: T_( DwN LY l•:JG�i 61-F��1/ PAONE ARCHITECTURE, P.C. _ 547 Route 9PSarat0ga Springs, New York 12866 f� �� pyONE��B Ph:518-580-0017 CE: �1 p� Fx:518-580-0018 T vDW UW G����. Email: info@paonearchitecture.com J TYPE_QFFGONb'TKET "v Check all that apply Please indicate measurements as required below New Addition Alteration 1 0 floor sq.ft. 2ntl floor sq.ft. Total sq.fL Height Single Family Two-Family Multi-Family G & G Boat N RV, LLC BP 2014509 #of units 74 Big Boom Road ( —) NORTH building: 27,868 sq. ft. Cold Storage Building Townhouse Cross Ref. SP 48-2014 approved by Planning Board 7/15/2014 Business Office -- Retail - Mercantile Factory- Industrial Attached Garage (# of ) Otherlow y X B�oc� ,8�8 !9 Town of Queensbury Building&Codes Principal Structure Application July 2014 If commercial or industrial indicate name of business I�44 BOr A�V- i 14& Proposed use of building or addition 'r P IM-46, brc)M6 Source of heat (circle one) Gas Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances $ /� Chimneys Are there structures not shown on plot plan? Are there easements on the property? Site Information -401- SIV RAW a. Dimensions or acreage of lot b. Is this a corner lot? c. Will the grade be changed as a result of construction Yes _ No d. Public water or Private well, e. Sewer or Private Septic System Value of all work to be performed (labor or materials) $ DECLARATION: 1. l acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not c6mplete by the 1 year expiration date the permit may be renewedi subject to fees and department approval. 3. 1 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. 4. 1 acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. 1 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. 1 have read and agree to the above: PRINT NAME: 17V DATE SIGNATURE: DATE ID I FOA OFFICE USE ONLY Operating Permit Issued: —Yes —No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions 2 Town of Queensbury Building&Codes Principal Structure Application July 2014 _ U FORE aMRIE6 SMOKE SEAL 3MTM Fire Barrier Sealant CP 25WB+ 492 U educt Data Shm sa,rn 11P1tlIB1 1 . Product Description 3M" Fire Barrier Sealant CP 25WB+ is a high-perfor- 954 mance, ready-to-use, gun-grade, latex-based, intumescent sealant that dries to form a monolithic fire- stop seal that also acts as a barrier to airborne sound transmission. 3M" Fire Barrier Sealant CP 25WB+ SSIF helps control the spread of fire, smoke and noxious gasses before, during and after exposure to a fire 400 when installed in accordance with a listed through penetration or fire-resistive joint assembly system. UI 3M"Fire Barrier Sealant CP25WB+firestops blank openings and penetrations passingthrough fire-rated floor, ®L floor/ceiling or wall assemblies and other fire-rated interior building construction. The unique intumescent property of this material allows 3M"Fire Barrier Sealant CP 25WB+to expand and help maintain a firestop a�mPSYs eu penetration seal for up to 4 hours as penetrants are exposed to fire.3M" Fire Barrier Sealant CP 25WB+ �LLraotrOD� exhibits excellent adhesion to a full range of construction substrates and penetrants.No mixing is required. Product Features USC • Firestop tested up to 4 hours in • Applied with conventional accordance with ASTM E 814 caulking equipment(excellent LISTED (UL 1479)&CAN/ULC S 115 caulk rate) rR VDiD Dn town Fire Resistance tested for static Extensive listed systems construction joint systems in Sag-resistant t` y. accordance with ASTM E 1966 Halogen-free _ (UL 2079) Excellent adhesion FM -.� -- Re-enterable/repairable paintable Meets UL 1479 aging requirements APPROVED Water clean up High-performance firestop sealant that Helps minimize sound transfer' SAIJ orHE curvomorvs orwov rsnwatLarwoa vExErannox also helps m101mlZe sound transfer Afeetsthe intent ofLEEI)@POC regulations—helps reduce the guanllry oJindoor air rsaEs7rowles rssreueons oEsauero contaminants that maybe Odorous,irrhalingandharmful to the comfort and well-being wrra:aave�rEamory Drrr�raac ofihe hent/lers and occupants.<250g/Lpt7Ccontems(less H Oamtesemptsolvents). GLADE Product Color: ■ Red •.Ninim¢es noise transfer—STC-Raringof54 when tesledinS7C 54-rated wall assembly uzrzo 4^�GA nay unro 2. Applications High-performance 3M-Fire Barrier Sealant CP 25WB+is ideal for sealing ' " O single or multiple through penetrations in fire-rated construction.3M"Fire Barrier Sealant CP 25WB+istypi- cally used in mechanical,electrical and plumbing applications to firestop openings created by the following penetrations in fire-rated floors,floor/ceilin or walls:metallic l plastic pipe(excluding CPVC),conduit, Intertek Intertek Pe gs pipe,P PPC g power and communication cable,cable trays,busways,combos,insulated pipe and HVAC duct penetrations. sE W e 3M"Fire Barrier Sealant CP 25WB+is also used to firestop blank openings and static constructionjoints. 3. Specifications 3M"Fire Barrier Sealant CP 25WB+ Typically Specified Division shall be a one component,ready-to-use,gun-grade,latex-based,intumescent Division 7 firestop sealant capable of expanding a minimum of 3 times its dried volume Section 07 84 00—Fireslopping RelatedSections when exposed to temperatures above 1000°F (538'C). The material shall Section 078416— Annular Space Protection be thixotropic and shall be applicable to overhead, vertical and horizontal section 078443—Fire-Resistant Joint Sealants firestops. The sealant shall be listed by independent test agencies such as Se078600—Smoke Seals Sectio n on 07 87 00—Smoke Containment Barriers UL, In[ertek or FM. 3M" Fire Barrier Sealant CP 25WB+shall be tested Section 0727 oo-Air Barters to and pass the criteria of ASTM E 814 (UL 1479) Standard Test Method Section 210000—Fire Suppression for Fire Tests of Penetration Firestop, Systems, ASTM E 1966 (UL 2079) Section 220000—Plumbing Section 260000—Electrical Standard Test Method for Fire Resistive Joint Systems and CAN/ULC SI 15 Standard Method of Fire Tests of Firestop Systems.3M"Fire Barrier Sealant CP 25WB+meets the requirements of the IBC,IRC,IFC,IPC,IMC,NFPA 5000,NEC(NFPA 70)and NFPA 101. For technical support relating to 3M Fire Protection Products and Systems,call:1-800-328-1687 For more information on 3M Fire Protection Products,visit:www,3m.com/firestop 4. Physical Properties Color: Red Hardness(ASTM D 2240 Shore A): 45 Application Temperature Range: 400 to 122°F(40 to 50°C) Tensile Strength: 85 psi(0.59 MPa) (ASTM C 1299) Volume Shrinkage(ASTM C 1241): 28% Service Temperature Range: -200 to 180°F(-280 to 82'C) VOC Less H=O and Exempt Solvents: <1 g/L STC(ASTM E 90 and ASTM E 413): 54 when tested in STC 54-rated Dry:Under typical conditions of 75°F(23°C)and 50%R.H.,sealant wall assembly becomes tack-free in about ten minutes and dry-to-touch in 30 to 60 Surface Burning(ASTM E 84): Flame Spread 0 minutes.Full dry depends upon ambient conditions and volume of sealant. Smoke Development 0 Typical dry rate is approximately I A inch(3 mm)per day. Unit Volume: 10.111.oz tube(298.7 ml..,18.2 in.'),20 fi.oz.sausage(591.5 nd.,36.1 in.'),27 8.oz robe(798.5 mL,48.7 in.'),2 gal.pail(7.57 4 462 in.'),5 gel.pail(18.9 L,1155 in.') 5. Packaging, Storage, Shelf Life Packaging Product packaged in cartridge or pail is enclosed in HDPE plastic containers,sausage is packaged in aluminum foil wrap Storage 3M" Fire Barrier Sealant CP 25WB+ should be stored indoors in dry conditions between 40°F and 90°F (4°C and 32°C) in the original unopened package. Avoid repeated freeze /thaw exposures of the 3M" Fire Barrier Sealant CP 25WB+prior to installation. Shelf Life 3M"Fire Barrer Sealant CP 25WB+shelf life is 12 months in original unopened containers from date of packaging when stored above 68°F(20C). Lot numbering(e.g.8183AS):First digit=Last digit of year manufactured,Second to fourth digit=Julian Date,Letters=Random to distinguish between lot numbers 6. Installation Techniques Consult a 3MAuthorized Fire Protection Products Distributor/Dealer or Sales Representative for Applicable UL,Intertek or other third party drawings and system details. Preparatory Work The surface of the opening and any penetrating items should be cleaned to allow for the proper adhesion of the 3M"Fire Barrier Sealant CP 25WB+.Ensure that the surface of the substrates are not wet and are frost free.Sealant can be installed with a standard caulking gun,pneumatic pumping equipment or it can be easily applied with a putty knife or trowel. Installation Details Install the applicable depth of backing material,if required,as detailed within the applicable UL,Intertek,FM or other third-party listed system. Cul the end of the 3M" Fire Barrier Sealant CP 25WB+ tube spout to achieve the desired bead width when applying.Install the applicable depth of 3M"Fire Barrier Sealant CP25WB+into the opening flush with the surface of the substrate,or as detailed within the applicable listed system,at the depth for the assembly and rating that is required.Tool within 5 minutes.Clean all tools immediately after use with water. Limitations Do not apply 3M" Fire Barrier Sealant CP 25WB+ when surrounding temperature is less than 40'F (4°C) and in conditions where seals may be exposed to rain or water spray within 18 hours of application.Do not apply 3M"Fire Barrier Sealant CP 25WB+to building materials that bleed oil,plasticizers or solvent(e.g.impregnated wood,oil-based sealants, or green or partially vulcanized rubber). Do not apply 3M" Fire Barrer Sealant CP 25WB+ to wet or frost-coated surfaces or to areas that are continuously damp or immersed in water. NOTICE:This product is not acceptable for use with chlorinated polyvinylchloride(CPVC)pipes. 7. Maintenance No maintenance should be required when installed in accordance with the applicable UL,Intertek,FM or other third- party listed system.Once installed,if any section of the 3M"Fire Barrier Sealant CP 25WB+is damaged,the following procedure will apply:remove and reinstall the damaged section in accordance with the applicable listed system,with a minimum 1/2 in.(12.7 mm)overlap onto the adjacent material. 8. Availability 3M" Fire Barrier Sealant CP 25WB+ is available from 3M Authorized Fire Protection Products Distributors and Dealers. 3M" Fire Barrier Sealant CP 25WB+ is available in 10.1 fl. oz. cartridges (12/case), 20.0 fl. oz sausages (10/case), 27.0 fl. oz cartridg- es (6/case), 2 gallon pails (1/case) and 5 gallon pails (Ucase). For additional technical and purchasing information regarding this and other 3M Fire Protection Products,please call: or visit . 9. Safe Handling Information Consultproduct'sMaterial Safety Data Sheet(MEDS)prior to handling and disposal. Important Notice to User. Technical Information:The technical information,recommendatiorts and other statements contained initis document arebased upon tests aexpert- once that 3M believes are reliable,but the acaexy or cempletenes at such imomabon is not guaranteed. Product Use:Manyfaclors beyond 3M'swntrdand uniguelywthln user's knowledge andcmtratcan aged theme and performance of a 361 product in a pagadar applirAion.Given me vaderyoltaclasthat can aged theme and pedor mane d a 3M Product,user is solely resparrihk fprevalating /�. the 3M product and determining whether is ft for a particular purpose and suitable for users method of application. �■, Wananly and limbed Remedy:3M warrants;tlnor each 3M Fre Protection Product will be tree frau decals in material and manufacture fa 90 days Building and Commercial from the date of purchase from 3M's auftri ed distributor. 3M MAOS NO OTHER D(PRESS OR IMPLIED WARRANTIES,INCLUDING ANY IMPUED Services Division WARRANTY OF MERCHAPRABILOY OR FITNESS FOR A PARTICULAR PURPOSE. N a 3M product does not conlomi to this war",,the sole and 3M Center,Building -21 erxlusive remedy is,at 3M's option,replacement of the 3M product or refund d the purchase price. 1000 0 St,Paul,MN 55144-1000 USA LImitaBon of LIahlllly: Except where prohibited by law,3M will net he liable for arty loss a damage arising tram the 3M product,whether blued, 1-800-328-1687 induce!,special,incidental or consequential,regardless of the legal Neory asserted. www.3M.comlfirestop Please Recycle.Printed in USA®3M 2010.All flights Reserved. 3M is a trademark of 3M Company.All other literature Order Info:98-0400-5012-6 trademarks are the property of their respective owners. System No.W W A0096 November 18,2010 Assembly Ratings-2,3 and 4 Hr(See Item 1) Nominal Joint Width-I In. O Class D Movement Capabilities-12.5%Compression Or Extension —' C O U 2B o U A °.< d ^• ° .a ° ° ° d e a A ° °e a . e Q ° a `oma 1 I. WallAssembly-Min 7-1/2 in.(191 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m')structural concrete.Wall may also be constructed of any UL Classified Concrete Blocks*. See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. The assembly rating is equal to the hourly rating of the wall assembly. 2. Joint System-Max width of joint(at time of installation of joint system)is I in.(25 mm).The joint system is designed to accommodate a max 12.5 percent compression or extension from its installed width.The joint system shall consist of the following: A. Packing Material-Nom 1-1/4 in.(32 mm)diameter polyethylene backer rod compressed and installed into joint.Packing material to be recessed from each surface of wall to accommodate the required thickness of fill material. B. FBI,Void or Cavity Material'-Min 1/2 in.(13 mm)thickness of fill material applied within the joint,flush with both surfaces of wall. 3M COMPANY 3M FIRE PROTECTION PRODUCTS-FD 150+ "Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright©2010 Underwriters Laboratories hic.® c®LIS 3M Fire Protection Products Product Support line www.3m.com/firestoo W W-D-0096 • 1 of 1 1-800-328-1682 UL ONLINE CERTIFICATIONS DIRECTORY System No. HW-D-0574 XHBN.HW-D-0574 Joint Systems Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products,equipment,system,devices,and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered Certified. XHBN - Joint Systems See General Information for Joint Systems System No. HW-D-0574 July 07,2009 Assembly Rating—2,3 and 4 Hr(See Item 2) Nominal Joint Width—1 In. class II Movement Capabilities—12.5%Compression Or Extension A7 a a ° q'lll 7 a 4+ 38 38 3 2 A- j Section A-A 1.Floor Assembly—Min 4-1/2 in. (114 mm)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m')structural concrete. 2.Wall Assembly—Nom 8 in.(203 mm)thick 2,3 or 4 hr rated UL Classified Concrete Blocks*.Wall may also be constructed of min 8 in.thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)structural concrete. . ., n. . . . _ . , . rtr�nn. . . . . .n v .n,-,mn• e <uavi•.0.ry-v.T,-T -evuu u�uw..... a ub.,a, va a. See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. The assembly rating is equal to the lesser of the hourly rating of the wall or floor. 3.Joint system—Max separation between bottom of floor and top of wall(at time of installation of joint system)is 1 in.(25 mm).The joint system is designed to accommodate a max 12.5 percent compression or extension from its installed width.The joint system shall consist of the following: A.Packing Material—Open or dosed cell polyethylene or polyurethane foam backer rod used as a permanent forth.Packing material to be recessed from both surfaces of the wall to accommodate the required thickness of fill material. B.Fill,Void or Cavity Material*—Caulk—Min 5/8 in. (16 mm)thickness of fill material applied within the joint,flush with both surfaces of wall.An additional thin film of caulk is to be applied to overlap a min 1/2 in.(13 mm)onto the bottom of the Floor and top of wall surface on both sides of the wall. 3M COMPANY 3M FIRE PROTECTION PRODUCTS—FireDarn 150+caulk *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2009-07-07 Ouestions7 print this page Terms of Use paneor p ©2014 UL LLC When the UL Leaf Mark is on the product,or when the word"Environment"is included in the UL Mark,please search the UL Environment database for additional Information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Assemblies,Constructions,Designs,Systems,and/or Certifications(files)must be presented in their entirety and in a non- misleading manner,without any manipulation of the data(or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission from UL"must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the following format: "©2014 UL LLC". 1 .. //�_._, _ __l _ .. /. 1.' /[T[T[1/._ ._. r.♦_ TTl1T��TT/1TT 11 T/_1_ ____ ,_. ..Ill._ _ .. .-[T th/^//.1h11 PAONE ARCHITECTURE,P.C. INTERIOR DESIGN • CONSULTING 547 ROUTE 9P,SARATOGA SPRINcs,NY 12866 ¢8-580-0017 FAX 5L8-5So-oo18 W W W.PAONEARCHITECrURE.COM OCTOBER 9, 2014 TOWN OF QUEENSBURY G&G Boat N RV,LLC BP 2014509 74 Big Boom Road BUILDING DEPARTMENT NORTH building: 27,888 sq.ft. Cold Storage Building 742 BAY ROAD Cross Ref. SP 48-2014 approved by Planning Board 7/15/2014 QUEENSBURY, NEW YORK 12804 RE: BOAT N Rv CONDOS PROPOSED BUILDINGS BIG Boom ROAD QUEENSBURY,NY 12804 TO WHOM IT MAY CONCERN: THE FOLLOWING SHALL SERVE As ADDENDUM No. 1 To THE BOAT N RV CONSTRUCTION DRAWINGS SUBMITTED TO YOUR OFFICE FOR A BUILDING PERMIT. ITEM 1 - PER YOUR REQUEST THREE SEPARATE PERMIT APPLICATIONS TO COVER THE ENTIRE CONSTRUCTION OF THE NORTH AND SOUTH BUILDING, AS WELL AS THE ADJACENT MERCANTILE BUILDING ARE BEING SUBMITTED. AS MENTIONED, THE FIRST PHASE OF CONSTRUCTION WILL BE PERFORMED ON THE NORTH AND SOUTH BUILDING AND WILL INCLUDE THE COMPLETE FOUNDATIONS, PHASE 1 AND 2, AND BUILDING ONLY FOR PHASE 1. ONCE THIS IS COMPLETE THE OWNER WILL REQUEST A TEMPORARY CO TO MOVE IN AND OPEN FOR BUSINESS THE COMPLETED PORTIONS. OVER THE NEXT YEAR, BUILDING DRAWINGS FOR PHASE 2 WILL BE SUBMITTED TO YOUR OFFICE AND CONSTRUCTION WILL PROCEED ON PHASE 2. ONCE THIS Is COMPLETE THE OWNER WILL CALL FOR A FINAL CO AND CLOSE OUT THE JOB. I'I'L.M 2 -THE PRE-ENGINEERED METAL BUILDING DRAWINGS AS PREPARED BY AMERICAN BUILDINGS COMPANY AND LABELED A14FO281B ARE FOR THE NORTH BUILDING. -THE PRE-ENGINEERED METAL BUILDING DRAWINGS As PREPARED BY AMERICAN BUILDINGS COMPANY AND LABELED A14F028iA ARE FOR THE SOUTH BUILDING. ITEM 2 - PLEASE FIND ATTACHED A LETTER REQUESTING CHAPTER 17 INSPECTIONS, LISTING CONSTRUCTION TECHNOLOGY OF BALLSTON LAKE AS THE TESTING AGENCY. ATTACHED TO THIS LETTER ARE STATEMENTS OF ACCREDITATION AND COMPLIANCE WITH CHAPTER 17 FROM AMERICAN BUILDINGS. ITEM 4 - PER YOUR REQUEST ATTACHED ARE COMPONENTS AND UL DETAILS FOR THE JOINT DETAILS AT BOTH THE FIREWALLS AND FIRE BARRIERS LOCATED WITHIN THE BUILDING. THESE ARE THE PREFERRED DETAILS FOR JOINTS UP TO 1". IF ALTERNATE METHODS OR LARGER JOINTS NEED TO TREATED REVISED DETAILS WILL BE REQUIRED AND SUBMITTED TO YOUR OFFICE. THANK YOU FOR YOUR TIME AND AS ALWAYS, PLEASE FEEL FREE TO CONTACT OUR OFFICE WITH ANY QUESTIONS YOU MAY HAVE. REGARDS, PRONE ARCHITECTURE, P.C. BY: C�d,2— NAME: JOHN A. PRONE, RA TITLE: PROJECT ARCHITECT PAONE ARCHITECTURE,P.C. INTERIOR DESIGN • CONSULTING 547 RoUTE 9P,SARATOGA SPRINcs,NY 12866 518-58o-ool7 FAx518-58o-ooi8 WWW.PAoNEARcHrrECTURE.COM OCTOBER 7,2014 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 BAY ROAD QuEENSBuRY, NEW YORK 128o4 RE: BOAT N Rv CONDOS PROPOSED BUILDINGS BIG BOOM ROAD QuEENSBuRY, NY 12804 To WHOM IT MAY CONCERN: CHAPTER 17 OF THE NEW YORK STATE BUILDING CODE REQUIRES SPECIAL INSPECTIONS BE CONDUCTED THROUGHOUT THE CONSTRUCTION. IT IS OUR OFFICES RECOMMENDATION,AT A MINIMUM,THE FOLLOWING INSPECTIONS BE CONDUCTED; - REINFORCED CONCRETE,APPLICABLE SECTIONS OF TABLE 1704.4 - HIGH STRENGTH BOLTING AND STEEL FRAME INSPECTION, APPLICABLE SECTIONS OF TABLE 1704.3 - SOILS, APPLICABLE SECTIONS OF TABLE 1704.7 - MASONRY CONSTRUCTION, APPLICABLE SECTIONS OF TABLE 1704.5.1 ALL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT COMPANY CERTIFIED TO PERFORM SUCH INSPECTIONS. THE CONTRACTOR HAS STATED THAT CONSTRUCTION TECHNOLOGY (518-399-1848) WILL BE RETAINED FOR THESE SERVICES AND FORWARD ALL REPORTS TO OUR OFFICE AS REQUIRED. ALSO, AS REQUIRED BY CHAPTER 17, THE PRE-ENGINEERED METAL BUILDING COMPANY SHALL PROVIDE APPROPRIATE CERTIFICATIONS FOR STEEL FABRICATION PERFORMED OFF SITE. THANK YOU FOR YOUR TIME AND AS ALWAYS, PLEASE FEEL FREE TO CONTACT OUR OFFICE WITH ANY QUESTIONS YOU MAY HAVE. REGARDS, PAoNE ARCHITECTURE, P.C. BY: �2 NAME: JOHN A. PAoNE, RA TITLE: PROJECT ARCHITECT Dale: August 20,2014 ABC Jab Number. A14F0281B AFRICAN BUILDINGS Bir NdnlB' Mot M Enterprises RoaPd as CHy.lgadae IP eel MY 1285 A evueewa eoMwury Battler Cdy,State,BZlp: NdIGrv.NY 12&50 Columbus Service Center BiaderTelepmre Numb.: 6115 Cora Cola Boulevard Columbus,Georgia 31909-5590 Customer Name: Boat N I (706)5628020 Job Site COY,Slate,6 Zip: Glens Falls,NY 12804 Buddng Description: "SBa'0xl40-11x16'2&LSS 40'0xl4bx1T5 This Is to certify that the metal bulling components manufactured by the metal budding manufacturer for the referenced building have been designed In acmrdence win the information specified to the metal building manulaah er on the order documents and summarized by the loading information shown below. The metal buildings mmufadurees design and fabrication facOHies have a6akled accreditation from the Inlemalional Accreditation Services(IAS).an International Code Council subsidiary,eviderrr:e that rhe personnel and quality system maintained by the metal bolding manufacturer are N compliance with both the IAS AC472 onleda and the requirements of Chapter 17 of the International Building Code. In addition to se dead load.D,of the building components,Ma members are designed on the following design basis: BUILDING USE CATEGORY I SELSMICANALYSiS PROCEDURE,E Equivalent Lateral Face Sde Classification D COLLATERAL DEAD LOAD,C 20 PSF Start Period Spectral Response Accetem on,So 30.OD16 1 Sec Period spectral Response Acceleration,81 10.00% Seismic Importance Factor,Is 1.01) Seismic Design Category C Spectral Response Coefficient,SDS 0.312 RODF LIVE LOAD,L, 20.0 PSF R.W.W. Spectral Response Coefficient,SD1 0160 (Able:RaofLhe Loomis Reducible as Peamstedby Cacti) Bask Transverse Setendo-Force Resisting Syslom ortux" YMOMENTFaAMF.s•— BasicLoMfulialSelsmkfonceResistingSystem oROouffy MDMENT FRAk1E5^• Tansverse Seems Response Coeffxlent,Cs 0.104 - Longitudinal Seumic Response Coefficient,Cs 0.104 GROUND SNOW LOAD,Pg 50.0 PSF Transverse Response Modiration Coefficient,R 3.00 Hal.Roof S.Laid,Pf WS PSF Lorg3xkul Response Modification Codfidem,R 3.00 Thermal Factor,Cl 120 --NOT SPECIFICALLY DETAILED FOR SEISMIC RE316TANCE•••• Sn.w Exposure Factor,Ce 1.00 ADDITIONAL(AUXILIARY DESIGN LOADS,A (Noce) Scow Impcdaxn Factor,Is 0.80 VAND VELOCITY,V(3-second gust) 90.0 MPH Wed Exposure Category B Enclosure Classifogon Enclosed Internal Pleasure Coefficient 44-0.18 Wnd"PorlonceFactor,I. 0.87 _.. Design Suction I Pascua far Wait Components 45.47 PSF and CMddkg NotOodgnad or Provided By ABC. .11.50 PSF MEZZANINE(FLOOR)DEAD LOAD,D 0.0 PSF— MEZZANINE(FLOOR) SF^MEZZANINE(FLOOR)COLLATERAL LOAD,C 0.0 PSP- MEZZANINE(FLOOR)LIVE LOAD,L 0.0 PSF'- '-No veairat or IwlrmMl meualloe(noon)bads have been considered bate destgn d Ws bulling unless specifically thermse stated N ads doaunent You,the End User,and Engineer of Record for the Project should carefully review die desgn criteria described M this letter to confer,sat May satisfy you requbemenls for the bufl&ng. Arty carges or deviations fmrn rho re unsments of your purchase order specifications orb ldmg requirements shmEd be repotetl kmledeleiy by tran notice to se metal building manufacturefs assigned Cuslomer Service Representative.The merM brddep manufacturer will rely upon your acceptance or farJr of exception to No Certification as a basis for p(oceedvlg win design all fabrication of the metal building system components W Provided In this Certification Note: This pm)W Is designed as an Enclosed Budding. Accessories(doom wi lova.etc.)by users must be designed m-components and cladding•In accordance coign One spednewInd provisions of the references building rade. Pleats note gal Massa,.semis.specified on your Pachase Order,the metal building maadadurefs Serviceability Standards(2006 MSMA Manual uilemi)a be used for design and fabrication ofyouromer. The above design beds all criteria are an applied in accordance with the 2D10 New York Stale Building Code. The design is In general accordance with AISC 380-05 and NASPEC(2004). Thin certification Is lanneE Io se structural design of Ore mooning and covering pads marwfaclured by the molal building manufacturer and as specOgd In the contract Accessory Items such as doom,winflum.lowers,translucent panels,and ventilators ea not trxMtled.Also excluded am other parts of the pmfecl nor provided by the metal building manufacturer such astoundatiam,masonry wells,mechanical equipment,Mnrcbael connections by norma,and se aredion and Inspection of the building.Failure of se exduded nems to satisfy lhekrequked leads w0l Impair me Wddig design and Invasdele gin certification. The bundig should W ereged In aaatlanre cols the ABC General Erection Guide end ABCs erection drawings for ere reforsiced Job. -_ The undersigned angmeer is employed by the metal building manufacture rand does not sarva as or represeud the Engineer or Record lorlhe overall p clocL sincerely, OF I4EW �P. C. Alyn 9jr CO m 1.n W r ler- 2 rI 2 Name.RE for S.EJ Imre ISC2DD9Design LadarmCertification,v3o pAOFESs��� �..� Dale: August 20,2014 . ABC Jab Number. A14F0281A A1MRICt1N oWs BUILDINGS Budder Nana' MungerRoad Budder Manner qe,&27;: 881 Murrayumy Road w r+ueeca xxarxeArry Bmniticr City,Slate,&27;c Md]Gin,NY 12850 . Columbus Service Center BuilderTelephww Number 6115 Coca Cala Boulevard Columbus,Georgia 319 09-559 0 Customer Name: Boat N Rv (706)562-8020 Job Sib COY.Stele,B Zip: Glens Falls,NY 12804 Building Demipton: LSS 83'0xt6'2x29A11 and i.5546'Oxi6'2x14V This is to carlify that the metal budding components manufactured by the metal building manufacturer far the referenced building have been designed in accordance with the information specified to the metal building manufacturer an the order documents and summarized by the loading tafannallon.1 mrn below. The metal buildings manufacturers design and fabrication feerdles have attained accreditation from the International Accreditation Services(IAS),an International Code Council subsidiary,evidence that the personnel and quality system maintained by the metal budding manufacturer are in compliance with both the IAS AC472 criteria and the requirements m Chapter 17 of the International Budding Code. In addition to the dead bad,D,of the buddiM components,the members are designed on the following design basis: BUILDING USE CATEGORY I SEISMIC ANALYSIS PROCEDURE,E Equlvebnt Lateral Farce Site Cbsslikefien D COLLATERAL DEAD LOAD,C 2.0 PSF Shot Period Spectral Response Aeabrefiarx Be 90,00%. 1 Sec Period SpeMel Response Accele raOon,S1 10.00% Seismic Impodanm Fad.,Is 1.00 Seismic Design Category C Spectral Response CloefiideN,SDS 0.312 ROOF LIVE LOAD,L, 20o PSF Reduuble Spaces]Raspome Coefficient.SD1 0.160 (Note:RoorLlve Load is Reducible as Pemd0edby Code) Bask Transverse Sabmk.Foma Resulting System oRWNPAY momew FRAMES-'-' Basic Longitudinal SekmkFome Resisting System ORDINARY MOMENT FRAMES— Transverse Seismic Responded Coefficient Cs 0.104 Longitudinal Seismic Response Coelfideni,Cs 0.104 GROUND SNOW LOAD,Pp 04.0 PSF Transverse Response Moddeallen Coefficient,R loo F1314Rrof Snow Load,Pf 33.8 PSF Longitudinal Response Modification Coelfid.L R &OD Thema)Fed..0 120 ^'NOT SPECIFICALLY DETAaBU FOR SEISMIC RESISTANCE.— Since,Exposure Fackv,Ce ESISTANCE. - SnavEposureFactor,Ce tog ADDITIONAL i AUXILIARY DESIGN LOADS,A (Nora) Snow knpanance Fad.,is 0.50 WIND VELCCITY,V(9-secant gust) 00.0 MPH Wthd Exposure Category B Enclosure ClasNgrason En mad Internal Pressure Coefficient H-0.10 Wad Importance fed.,4 0.07 Design SUC iW l Pressure far Wal Components -15.47 PSF and Cladding Nd Designed or Provided By ABC. ♦11.60 PSF MEZZANINE(FLOOR)DEAD LOAD,D 0.0 PSF-- MEZZANINE(FLOOR) SF^•MEZZANINE(FLOOR)COLLATERAL LOAD,C 0.0 PSF-- MEZZANINE(FLOOR)LIVE LOAD,L 0.0 FBI- -No vaNcxt or hodwmal mandrin¢gioor)batls have been considered in the design of thls buldkg comes specifically othemem staled in Ods document. You.Ne End User,and!Enghe.of Recent f.the Project decd carefully review the design vikvb desvmbed'n this letter to omom that Day sa6Ay your requirements for the buehdng.Any dmanges ortlavWUons harm the regmuemok W(yo.puctmase order spedfralbns arbufidvmg regWemems shoJd ba reported lrmnedatety by wrinen rmece lr Vie mala)WM g mamrfadumrs assigned Customer Service Rewes nblive.The metal bu0dag meMacturer W ndy Wo yo.aaepbno.kris d m mptio to itis CeNlication as a basis for proceeding with design aM fawkeflon of the metal MAMM;system composes as pmvkted in this Certifitadon. Norse: This prejed Is designed as an Enclosed Building. Accessories(doom,windovrs,ale.)by Where must be designed as-omrymonenk and cladding'in accordance with the siedbcwlnd provisions of the referenced bugtllng ode. Please note Dal unless otherwise spedeed an you Purchase War,me metal buldlrg manufacturers Ser4ceatsLty Standards(2008 MBMA Manual clients)will be used for design and fabricalio of your order. The above design loads and criteria are ad applied In accordance with ge ZO10 New York Slate Budding Code. The design Is In gamml a.ardarrce with AISC 36005 and NASPEC(20(ul). Tits orirralvi is limited to Ne strucluat design of the treating and covering lads movAeckeed by the metal building manufacturer and as specified In fie onset.Accessary items such as mon,windows leaves.translucent panels,antl venRabrs am not Included.Also avcYded are other pads of One project rot provided by to rMal buldig manufacturer such as foundations,masonry wads,mechanical equipmenL s0umnal connections by others,and the erection anal thspectbn of the building.Fab,of are excluded items to sell*oral required bads wB Impair The building design and rove file this cinfifirae0o The buddng should be erected ina.ardaara with the ABC General Erection Guide and ABC's discern drawings for the releenodJob. --. The undersigned engineer's employed by the medal bulling merMaclurer and does not serve as or represent the Engineer of Rewe far theoverall prb)aeL, Sincerely. OF NEW yo X, C0 jLU W a LU %�= c 1 ,m ; Name,RE(or SE.) ZSF on's '..;J • . KOSB IBC 2009 Design Lab.of CemMraean V3.0 OpR�... �pr'�xf 1( 1p81N1 Inspection Form Town of Queensbury Fire Marsh C) Periodic Inspection Dat !6 Time: C' 742 Bay Road,Queensbury NY p04 o Re-Inspection , 518 761 8206/518 761 8205 CO Inspection Permit#: I II Fir arshals Representative MJ Palmer Business Name: .67 -_ fi 4 Location: H B t& GK Stillman Contact: - rt Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3&FC1029.7.5 0 1(�a��t✓ AISLES: La'���'� Main Aisle Width FC 1024/1025&FC1029.11 (r Secondary Aisle Width FC 1025&FC1029.11 � ��, FIRE EXTINGUISHER: Hung FC 906 { Inspection of extinguisher FC 906 EVAC Plan FC 404.2 TRUSS ID SIGNAGE FC 505.3 COC) EMERGENCY LIGHTING: Interior FC 1006.3&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 No Smoking Signs FC 310.3 Storage FC 315.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 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 Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 Operating Permit, if required will be issued after 14(11119 Completion of Inspection Foundation Inspection Report Office No. (518) 761-8256 ZGWM =ON: — ve Queensbury Building&Code EnforcemenArriveart: a m 742 Bay Rd.,Queensbury,NY 12804 �j NAME: OAT iv1 y^�p ` LOCATION: Z y (� \ : � —Z(ci•--'�� TYPE OF STRUCTURE: Comments Y N N/A Footings iers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing VFl 4Cq_ C��F F 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 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab VC/Cast/Copper F dation Insula nInterior rior Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/9/2014 Foundation Inspection Report Office No.(5 18)761-8256 Date Inspection req r Queensbury Building&Code Enforcement Arrive: p Depart: 742 Bay Rd,Queensbury,NY 12804 Inspector's Initial NAME: _(- RMIT#: i— — LOCATION: !�z` r L INSPECT ON: — TYPE OF STRUCTURE: commend N NJA Footings ,tiers 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 C/Cast/Copper b2 Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. U\Building&Codes Forms\Bufiding&Codes\Inspectlon Fonns\Foundation Inspection Report.dx Last printed 12/20/2005 9:24:00 AM Nb0 P,� 2—� Foundation Inspection Report Office No. (518) 761-8256 Date InspectionfERMIT ved: 41I l`.h_ Queensbury Building&Code Enforcement Arrive: Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: G bt 1SQA C 20 W-5D5 LOCATION: 1-11 brA 60orn Qd, INSPECT ON: 41 I5 Iib TYPE OF STRUCTURE: 1�I0 Rpt R�t_D O . 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/Wallpow 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 12/9/2014 Foundation Inspection Report Office No. (5 18)761-8256 Date Inspectioruest . Queensbury Building&Code Enforcement Arrive: epart: �ppa�742 Bay Rd.,Queensbury,NY 12804 Inspector's IniNAME: G Grc r2 ✓ LOCATION: - ( 61 INSPECT ON: q hr TYPE OF STRUCTURE: 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. oundation/Wallpour � Reinforcement in Place Footing Dowels or Keyway in place l 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 Bacldill 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 Fonns\Foundation Inspection Report.doc Last printed 12/9/2014 Foundation Inspection Report Office No. (5 18)761-8256 Date Inspection request a fed- Queensbury Building&Code Enforcement Arrive: k-1 f*!;�a epart: L� Q a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: r' RMIT#: LA-11;h9 LOCATION: INSPECT ON: TYPE OF STRUCTURE: 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. Foundarion/W allpour t1 Reinforcement in Place Footing Dowels or Keyway in place QOt�Q PjE Ptln uJ, v CA� Foundation Dampproofing 3Z" �•Ce 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 12/9/2014 Town of Queensbury Building & Code Enforcement Office No. (518)761-8256 Framing / Firestopping Inspection Report Inspection request received: Name: Inspected on: Location: y Arrive: .m. .m. Permit No.: \t-1 —lrjn9 tJD) a3o Inspector's Initials: TYPE OF STRUCTURE: 9)A4l,hF Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided 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)16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolls 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wail 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 inch Type X Garage side 5/8 inch Type X Coiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing I Firestopping Inspection Report PAONE ARCI n ECTURE,P.C. INTERIOR DESIGN • CONSULTING 547 ROUTE qP,SARAToGA SPRINGS,NY 12866 518-580-0017 FAx 518-58o-oo18 WWW.PAONEARCHrrECTURE.COM AUGUST 25,2015 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 BAY ROAD QUEENSBURY, NEW YORK 12804 RE: BOAT N RV CONDOS PROPOSED BUILDINGS BIG BOOM ROAD QUEENSBURY, NY 12804 MR. O'BRIEN: THE OFFICE OF PAONE ARCHITECTURE, PC HAS REVIEWED THE COMPLETED PHASE I WORK (ONLY) ON BOTH THE NORTH AND SOUTH BUILDINGS, AT THE ABOVE ADDRESS,AND FOUND IT TO BE CONSTRUCTED IN GENERAL OVERALL COMPLIANCE WITH THE DRAWINGS PREPARED BY THE OFFICE OF PAONE ARCHITECTURE, P.C. THE CONTRACTOR HAS STATED YOUR PRELIMINARY WALKTHROUGH PRODUCED A SMALL LIST OF ITEMS TO BE CORRECTED AND HE WAS ADDRESSING THOSE AS NEEDED. THANK YOU FOR YOUR TIME AND AS ALWAYS, PLEASE FEEL FREE TO CONTACT OUR OFFICE WITH ANY QUESTIONS YOU MAY HAVE. REGARDS, PAONE ARCHITECTURE, P.C. BY: NAME: JOHN A. PAONE, RA TITLE: PROJECT ARCHITECT JLEng0477oo0ing QLC (518) 441-2057 Justin L. Brennan, P.E. !�[N�J sdC�°"l[li !'G'J�i'at e, 2 s r, ,tifiwr,'✓6w,`a+ NYS License #071987 August 25, 2015 Mr. Mike Writer Munter Enterprises, Inc. 881 Murray Road Middle Grove,NY 12850 Re: 74 Big Boom Rd, Queensbury, NY— New (1) Story Engineered Boat-N-RV Condos.—Final Steel Inspection Letter—Phase I. Dear Mike, I have completed a final inspection of the Phase I engineered building structural steel frame construction located at 74 Big Boom Rd, Queensbury, NY. Structural steel framing for Building A (to the south) & Building B is 100 % complete for phase I construction. The completed work inspected today conforms to the Paone Architecture's building design drawings dated 10/03/14 and American Building erection drawings for this engineered steel structure dated 9/24/14(Building A)&9/25/14 (Building B) . If you have any questions, please feel free to call me at 441-2057. ,$egards, Justin Brennan Final Report of Special Inspections Agent's Final Report Project: G & G Boat 'N RV Storage 74 Big Boom Road Glens Falls, New York Agent: Construction Technology Special Inspector: To the best of my information, knowledge and belief, the Special Inspections or testing required for this project, and designated for this Agent in the Statement of Special Inspections submitted for permit, have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: Soil compaction testing and portland cement concrete inspection and testing has been completed as directed with NO known discrepancies currently outstanding. (Attach continuation sheets if required to complete the description of corrections.) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Agent of the Special Inspector NICET Level IV Asphalt, Concrete, Soils Thomas Joslin, Construction Technology Certification No. 77269 (Type or print name) f� �f..�t., k%-.14) zo vS Signature Date Licensed Professional Seal or Certification CASE Form 102 • Final Report of Special Inspections • ©CASE 2001 Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ ed: Queensbury Building&Code Enforcement Arrive: epart: m m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi s: NAME: B nott 0R J ERMIT#: 1) / LOCATION: ?�i6 XINSPECT ON: J.1—11/y TYPE OF STRUCTURE: Comments 1 n P LPDA Y N/A otmgs 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 6 inches above footing 6 mil poly for wet areas under slab •kfill Approval Plumbing Under Slab PVC/Cast/Copper IS/ FolthdationInsulatio ,_�riezJ x. R -\^ Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report 4—= Office No.(518) 761-8256 Date InspectiIreesQueensbury Building&Code Enforcement Arrive: = Depart: l�-am�¢m742 Bay Rd., Queensbury, NY 12804 Inspector's InNAME: n� � R J IT#: LOCATION: ' j I Ca LS 6-b-� INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A 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. /Wallpour e forcementin 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req r e' Queensbury Building&Code Enforcement Arrive: V in art: am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: J9 U \) P MIT#: Y b b 9 LOCATION: INSPECT ON: TYPE OF STRUCTURE: l Comments Y N N/A 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. Wotiridation/WflApour 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 12/18/2013 2:44:00 PM Foundation Inspection Report Office No.(518)761-8256 Date Inspection r est c 've Queensbury Building&Code Enforcement Arrive: Depart: a m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi NAME: Q P, U RMIT#: 57e),? LOCATION: & IY?'9'tY. INSPECT ON: 0%— >'V TYPE OF STRUCTURE: NComments ti Y N N/A Piers C->A Monolithic Slab Reinforcement in Place ✓�rj� The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. undation/ 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 2 6 mil poly for wet areas under slab .\ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulatio ri terior R- Z,.` Rough Grade 6 inch drop within 10 ft. 0— L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re est e / Queensbury Building&Code Enforcement Arrive: I epart: I m 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initia 2 1V� 1 NAME: �--- `r R6ERMTT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: 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. is purpose on site. Found tion/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 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 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Ins?nz� ��T Queensbury Building&Code Enforcement Arrive: Z pm 742 Bay Rd.,Queensbury,NY 12804 InspectoNAME: V 9 LOCATION: INSPECT ON: — TYPE OF STRUCTURE: b. 8 (cat 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. Four 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM M,p v-\ Foundation Inspection Report Office No. (518)761-8256 Date Inspection rPECTON: Queensbury Building&Code Enforcement Arrive: � rt: I = a / i 1 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: �6zk �1 T\ y �27 9 LOCATION: 2) cd9 P� ZSlll� TYPE OF STRUCTURE: Comments Y N N/A 44 q 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. 3 Foundation/Wallpour da Reinforcement in Place L o F EPS" Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Fo ting Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab N/ 1 Approval Plumbing Under Slab P C /Cast/Copper 2 Foundation Insulati Interio ' r R- A L7 22' F,.,, n Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reques ed: Queensbury Building&Code Enforcement Arrive: ? a m epart: a p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: p / NAME: an k MIT#: SQQ LOCATION: INSPECT ON: TYPE OF STRUCTURE: N0 BVAI 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. ,JkL Foundation/Wallpour Reinforcement in Place 0� 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Ins ectio que e' Queensbury Building&Code Enforcement Arrive: Lpart �2Aa p742 Bay Rd., Queensbury, NY 12804 Inspector's Initial .NAME: RcakN RQ P #: Ib4 LOCATION: \ nC)t& INSPECT ON: TYPE OF STRUCTURE: + J1\6k Comments ►v 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 the concrete. Materials for this purpose on site. N� 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 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 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date InspectionrNSPECT ed: Queensbury Building&Code Enforcement Arrive: 1, Depart: pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi NAME: 4S/9c� !� �V LOCATION: t� (� "Myg" : �F TYPE OF STRUCTURE: C„ �! _ Pta" Comments lC� _�/�!� Y N N/A 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 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 12/18/2013 2:44:00 PM lllb � r r31� Foundation Inspection Report Office No. (518)761-8256 Date Inspection fSPECTON: Queensbury Building&Code Enforcement Arrive: L part: = a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: U wa 0 �JQ nn LOCATION: �'y 8 [Q IY� `I TYPE OF STRUCTURE: Comments Y N N/A Footings L J E 2— 17() �O 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 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior RT--� I - Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518)761-8256 Date InspectionrERMIT#: Queensbury Building&Code Enforcement Arrive: �� art: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initiq NAME: rr7�P9f�C y� 5b 1 LOCATION: A t!g INSPECT ON: TYPE OF STRUCTURE: 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/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 60PPinches above footing mil of for wet areas under slab 1 At P mbing Under Slab /Cast/Copper Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Ins�e�c_tio�ttLSO Queensbury Building&Code Enforcement Arrive: 1eart:742 Bay Rd.,Queensbury, NY 12804 Inspector's InitNAME: V.1y 9 LOCATION: '`� Q �tO !� C96-r� A;:'J INSPECT ON: TYPE OF STRUCTURE: 1 r Comments Y N fvN/A T 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 10 Footing Dowels or Keyway in place Foundation DampproofingP�— 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 12/18/2013 2:44:00 PM I h Foundation Inspection Report Office No. (518) 761-8256 Date Ins ection reque rece' e . Queensbury Building&Code Enforcement Arrive: m epart: pm 742 Bay Rd., Queensbury, NY 112804 Inspector's Initials: NAME: F 1 �Q;F�f•3 y P RMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Piers Monolithic Slab i— Reinforcement in Place `� T� `U The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. aterials jRr this purpose on site. nun at / ur Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump noting Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab c1dill Approval Plumbing Under Slab UJ C, I)T, i>J Qct P C /Cast/Copper O(�� �vL vD 'Foundation insulatio n R v Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 0'/0 am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 128044 Inspector's Initials: NAME: PQ PERMIT#: 14-1—.S LOCATION: A �A �, till INSPECT ON: TYPE OF STRUCTURE: J 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/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 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 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: --W am/pm r Depart: am/pm 742 Bay Rd.,Queensbury,NY 1280044 Inspector's Initials: — NAME: Zk ('ee. &dy-4 Rn✓ -, PERMIT#: 014'5b Ad LOCATION: "N ���'/I �7 – INSPECT ON: rY .1-#J94 TYPE OF STRUCTURE: C "" Cor�lfiient�t��J S� I� Y N N/A Footings ) Piers S 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 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 12/18/2013 2:44:00 PM ues 1 ,3c) Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pmm((( . ��^ Depart �am/pm 742 Bay Rd., Queensbury, NNnY 12804 Inspector's Initials:I/�� dd L\ NAME: r���� W ky PERMIT#: Jl �I-5 '� LOCATION: n �A INSPECT ON: I I-( 9 '"I'C'I TYPE OF STRUCTURE: NJ C9'L �3 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/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 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 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm iA 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:/ �� NAME: /Y t�/n�V PE��RM{{IIIT#: //l) 17" LOCATION: 7V A i � A� INSPECT ON: TYPE OF STRUCTURE: —J 8 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 the concrete. M Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing �� `� -!tg4 J ZaT5 Foundation Waterproofing 4 6� Footing Drain Daylight or Sump 1 \ Footing Drain Stone: 12 inch width 6 inches above footing �1 h 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 12/18/2013 2:44:00 PM i I `i I � ~O a cnpXO Wp � �7y ~ A bo � � -< C0o QD O aO m O � n c) co � _ m cv, , mzco rna° o �:omaj�: mc m = m nC, � QMco G) o c') -< C/) ow co � 00rn v �7j 47), tl?s P C1 �r ° _ 89 63.8' —�f ✓� 1.'" 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O . 13' = .. .. 347 O S05°17'02"W ...... � Z O ( co m D O ,, I I w w :U D r I D ----I C7 w_ n- r `^` _ ° N o �I rn wz cam. 1\) c n� 01 V p 0 0 w _ x N \ N W 1 O - - TWIN CIIA NNEL ROAD / \ \ CJ/PF BIG0 BOO .40. 03' 12'59"W I / Q 0 oo ® = o C) co -n C) G acs � z m ; zmz m 'zm � � omen -n mo � zzimozoc m � 0 ® ° m Zo - z Si MAGNETIC MAY 1958 e. ` - C _ 4 °b Syr S 'UNAUTHORIZED ALTERATION OR ADDIT..^,N TOA SURVEY sp 09 CA a - rt ; Dus '� f�.,t MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A �/� $ Survey �^ `' ®®®®,{ VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF THE _ +'iaP ®1 a A7urVe.7 made 1�� - - - - r ` •F•; ',f;� NEW YORK STATE EDUCATION AW" - Z a co - t' `+� �+��ti_-, ,� rrl`Y' - "ONLY COPIES FROM THE ORIGINAL OFjTHIS SURVEY - _ - _ ® �:j:"rpr .�1 I MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS - 4 08/17/15 BUILDING LOCATIONS ��[''"���p' Q(/��' M1� SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES." - S "`� gym^{,:yds, "CERTIFlCATIONS INDICATED HEREON SIGNIFY THAT _ (� ///yy� Boat ���@@@ Storage , ///yyy _ - a _ t� 6 y r - 4 G THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE Y.9 •J -y ,/-�, T' /� ��{ _ y > EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED /6J`(W ® _ '® _ !/ �—^' p �® 9,�•-"' y'wt - d B7 THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL = ® ® - 3 12118114 FOUNDATION LOCATION ,i - - 1 CCC���JJJ V _'s./ V' ham! ,ti<Z'P ':. Tr TOD SURVEYORS.THE PERSON FOR SAID WHOMR THE SURVEY SS PREPAREDHALL RUN , ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL 2 11110114 FOUNDATION LOCATION p h f �,O' �'•-.+� AGENCY AND LENDING INSTITUITION,LISTED HEREON,AND T }� UT County, 169 Haviland Road Queensbury, New York 12804 ti 5���y + TO THE ASSIGNEES OF THE LENDING INSTITUTION." Town of Queensbury, Warren `county, New York 1 5/13/14 SUBDIVISION MODIFICATION `iySP t� � �. . ® 518 792-8474 New York Lic. No. 50135 �=`y NO. DATE DESCRIPTION i