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special inspections ('C - DL -Th\% Monarch Design Group, LliC 1399 Vischers Ferry Road Halfmoon, N.Y. 12065 -- RECEOVE ,F:a MAR 01 ._2t01 February 27, 2019 TOWN OF OMEENSSURY J Luk Construction/Mike O'Connor 75 Carey Road Town Of Queensbury ,New York RE: Alltek Energy Solutions FLEX Space Review,75 Carey Road,Building Approval Letter We have conducted regular inspections of the Alltek Energy Building 75 Carey Road ,Queensbury,N.Y. .We found that the PEMB Building was built according to the Plans provided by our office and NYS energy Code 2015 IECC COM check guidelines and hereby satisfies the intent of the drawings and specifications that were supplied and permitted by our office and is now viewed as complete. Let us know if you require anything further. Respectfully yours, , :< O F N �, "vi �� '3- \ i') /c,' *- OT j. '°47 °\\\ T_ '\ � -LR � .� _..„4\1(1 * e Ernest'T.Gailor,P.E. F) 441--; 11 cr ) Ili • . O �0 059460 , � s ` ARpFESSIOIAI cc.Town Of Queensbury, JLuk,Mike O'Connor Phone(518)688-8362 Fax(518)373-9353 e-mail: monarchdesigngroup©gmail.com Final Report of Special Inspections GC..—uz 3 7.ime`e) pECEBVIIE { Agent's Final Report FEB 21 2019 TOWN OF QUEENSBURY Project: Altech Metals BUILDING&CODES 75 Carey Road Queensbury, NY. Agent: Construction Technology, 4 William Street, Ballston lake, NY. 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: Soils compaction, concrete reinforcement 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 Ill Asphalt, Concrete, Soils Bryan Casaw, Construction Technology Certification No. 98107 (Type or print na �ry /as /t ignature Date Licensed Professional Seal or Certification CASE Form 102 • Final Report of Special Inspections • ©CASE 2001 CONSTRUCTION TECHNOLOGY _ o 3_2_0\? INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: J. LUKE CONSTRUCTION CO., LLC. REPORT NUMBER: 1 :PAGE: 1 796 BURDECK STREET INSPECTION DATE: 02/27/19 SCHENECTADY,NEW YORK 12306 OUR FILE NUMBER: 757.047 FIELD INSPECTOR: DAVE CASAW ATT'N: MR. PATRICK HEDDERMAN PROJECT: ALTECH METALS: 75 CAREY ROAD,QUEENSBURY, NY REINFORCING, STRUCTURAL & LIGHT GAUGE STEEL :: FIELD OBSERVATION REPORT SPECIFICATION FOR BOLTED CONNECTIONS: AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR COLUMN PLUMBNESS: AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR FIELD WELDING: AWS:STRUCTURAL WELDING CODE-STEEL(A.W.S.D1.1) SPECIFICATION FOR CONCRETE REINFORCEMENT: CRSI:CONCRETE REINFORCING STEEL INSTITUTE COLUMN ELEVATION SHOP/FIELD COLUMN THREADED LINE OR LOCATION FABRICATION PLUMBNESS FASTENERS REMARKS: ITEM: 1 COL/LINE ROOF A/H @ 1/5 ELEVATION ACCEPTABLE COLUMNS PLUMBED TO WITHIN 1:500. ITEM: 2 COL/LINE ROOF THREADED FASTENERS INSTALLED AND ACCEPTABLE A/H @ 1/5 ELEVATION TENSIONED TO SNUG-TIGHT. ITEM: 3 COL/LINE ANCHOR ANCHOR BOLT THREADED FASTENERS WITH A H @ 1/5 BOLTS ACCEPTABLE WASHERS INSTALLED AND TENSIONED TO BEYOND HAND-TIGHT. ITEM: 4 ITEM: 5 REPORT DISTRIBUTION: RESPECTFULLY SUBMITTED, 1:FILE 5: CONSTRUCTION TECHNOLOGY 2: 6: dun,94241iii 3: 7: TOM JOSLIN,S.E.T.(NICET) 4: 8: MANAGER TECHNICAL SERVICES c.C,* \?) Monarch Design Group, 1.14C 1399 Vischers Ferry Road Halftnoon,N.Y. 12065 pe0 ll v February 27,2019 u FEB 2 8 2019 J Luk Construction/Mike O'Connor To imv or_ 75 Carey Road r BUiLDiivr. ,ELMSBUR'' Town Of Queensbury ,New York COD:: RE: Alitek Energy Solutions FLEX Space Review,75 Carey Road,Building Approval Letter We have conducted regular inspections of the Alitek Energy Building 75 Carey Road ,Queensbury,N.Y. .We found that the PEMB Building was built according to the Plans provided by our office and NYS energy Code 2015 IECC COM check guidelines and hereby satisfies the intent of the drawings and specifications that were supplied and permitted by our office and is now viewed as complete. Let us know if you require anything further. Respectfully yours, Edward . osit Principal cc.Town Of Queensbury, JLuk,Mike O'Connor Phone(518)688-8362 Fax(518)373-9353 e-mail: monarchdesigngroup@gmaiLcom CC-D2._ 3-2t�\rt CONSTRUCTION TECHNOLOGY Lig rt u5 A INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. I 4 William Street,Ballston Lake,New York 12019 i FEB 28 2019 Phone: (518)399-1848 Fax: (518)399-1913 TOWN f))e cooEs CLIENT: J. LUKE CONSTRUCTION CO., LLC. REPORT NUMBER: 1 :PAGE"r 796 BURDECK STREET INSPECTION DATE: 02/27/19 SCHENECTADY,NEW YORK 12306 OUR FILE NUMBER: 757.047 FIELD INSPECTOR: DAVE CASAW ATTN: MR.PATRICK HEDDERMAN PROJECT: ALTECH METALS: 75 CAREY ROAD, OUEENSBURY, NY REINFORCING, STRUCTURAL & LIGHT GAUGE STEEL :: FIELD OBSERVATION REPORT SPECIFICATION FOR BOLTED CONNECTIONS: AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR COLUMN PLUMBNESS: AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR FIELD WELDING: AWS:STRUCTURAL WELDING CODE-STEEL(A.W.S.D1.1) SPECIFICATION FOR CONCRETE REINFORCEMENT: CRSI:CONCRETE REINFORCING STEEL INSTITUTE COLUMN ELEVATION SHOP/FIELD COLUMN THREADED LINE OR LOCATION FABRICATION PLUMBNESS FASTENERS REMARKS: ITEM: 1 COL/LINE ROOF ACCEPTABLE COLUMNS PLUMBED TO WITHIN 1:500. A/H @ 1/5 ELEVATION ITEM: 2 COL/LINE ROOF ACCEPTABLE THREADED FASTENERS INSTALLED AND A/H @ 1/5 ELEVATION TENSIONED TO SNUG-TIGHT. ITEM: 3 COL/LINE ANCHOR ANCHOR BOLT THREADED FASTENERS WITH A/H @ 1/5 BOLTS ACCEPTABLE WASHERS INSTALLED AND TENSIONED TO BEYOND HAND-TIGHT. ITEM: 4 ITEM: 5 REPORT DISTRIBUTION: RESPECTFULLY SUBMITTED, 1:FILE 5: CONSTRUCTION TECHNOLOGY 2: 6: r�.eerar Adler 3: 7: TOM JOSLIN,S.E.T.(NICET) 4: 8: MANAGER TECHNICAL SERVICES r '>Construction Company.LI-C, Town Of Queensbury Building Department Attn:John O'Brien Re: Mike O'Connor Warehouse June 1,2018 75 Carey Road Mr. O'Brien J. Luke Construction is currently contacted with Construction Technologies Inspection&Testing in Ballston Lake to perform all soil and concrete testing,rebar inspections and structural framing inspections as well as any other special inspections the town may require. We will employ Northeast Building Performance out of Warrensburg to do the required blower door tests on the building envelop once completed. The air balancing of the mechanical systems will be handled by Alltek Mechanical Systems out of Waterford. Please feel free to contact me if you need any more information. Regard 1/17 Patrick Hedderman r i Sr. Project Manager "l i 11 JUN D S Cc; File -� -. TOWN Ol~ la Es_ S ;' 113 UWE JUN 05 2018 FILE COPY TOWN OF QiUEENSBURY BOLDING„ CODES Il' ii 796 Burdeck Street Schenectady NY 12306 p. 518.356.1447 f. 518-356-1447 itI REVIEWED FOR _ter{ -, a" 9 NERGY CODE COMPLIANCE 1399 Vischers Ferry Road Halfmoon,N.Y. 12065 Office 688-8362 Fax:373-9353 Email:monarchdesigngroup@gmail.com June 5,2018 FILE COPY J Luk Construction RE:Letter of Responsibility To Certify 2105 Energy Compliance For Mike O'Connor Flex Space Dear Sir; I conjunction with J Luk Construction and Mike O'Conner,Alltech Energy Systems, Monarch Design Group,LLC will be certifying the 2015 Energy Compliance Check for the envelope,the mechanical,and electrical for the building shell.We understand each of the (4) separate tenant alterations will require separate permits with separate mechanical, electrical and plumbing. Feel free to call for anything further Edward Joseph Esposito, rincipal Monarch Design Group,LLC 1_,.........__ 1 d JUN 0 6 2018 TOWN OF QUEENSBURY BUILDING&GOOFS Phone(518)688-8362 Fax(518)373-9353 e-mail: monarchdesigngroup@gmail.com