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CC-0200-2018 tcepook, TOWN OF QUEENSBURY r 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: CC-0200-2018 Date Issued: Wednesday, August 1, 2018 This is to certify that work requested to be done as shown by Permit Number CC-0200-2018 has been completed. Tax Map Number: 302.8-1-7 Location: 289 Bay RD Owner: CR Bard , Caroline Freeman Applicant: The VMJR Companies LLC This structure may be occupied as a: Commercial Interior Alterations 4600 s.f. (office space) By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 4 y1\4; property owner of the responsibility for compliance with Site Plan, 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. _sss TOWN OF QUEENSBURY k � r 5 742 Bay Road;Queensbury,NY 12804-5904 (518)761-8201 ,. ',, . -=.�., Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: CC-0200-2018 Tax Map No: 302.8-1-7 Permission is hereby granted to: The VMJR Companies LLC For property located at: 289 Bay RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: CR Bard Business Office-Alteration $605,000.00 Owner Address: 289 Bay RD Total Value $605,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency The VMJR Companies LLC 73 Mohican ST Glens Falls,NY 12801 Plans&Specifications Commercial Interior Alterations 4600 s.f.(office space) $ 1,380.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday,May 21,2019 (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 t e expiration 'ate ) Dated at the To of Que bury 4 . s1, ay 21,2018 SIGNED BY: �' for the Town of Queensbury. Director of Building&Code Enforcement - Office Use Only • • ADDITION/ALTERATION PERMIT Permit#: CC—OM) • LQt6 APPLICATION Permit Fee:$ I? jO Town of Quccnsbury - 742 Bay Road,Queensbury,NY 12804 • - Invoice#: b P:518-761-8256 www.queensbury.net • Project Location: UGSay Poi50 V • Tax Map ID#: 36), pi I '�i Subdivision Name: er r V CONTACT INFORMATION: • " • • -A licant• J Name(s): r' ht �//1 i. COMPO /eS Mailing Address, C/S/Z: 73 Nlohiran Sire +-e C- /ees ,fie/4Yr ,. 1 /Jac Cell Phone: ( ) Land Line: (SiF ) Wa-//d ' Email: 31 O4 t I ny7 1 i a,/066,45 ,COX'? • • Prima Owner(s): V Name(s): CZ, BA fa. D om ? Mailing Address, C/S/Z: aeg jay 726An 9l��eY},s ury / /U /t)3o Cell Phone: ( ) Land Line: (S// Email: 7asefh A(6r'C4r,` CP rc1,( 01 I IN lg I V I In\ • Contractor(s): APR 26 2018 10 .,_ . Business Name: III V (V J JZ t©mP/n/eis LL( , 'rn1nrr1nr_ nrir_-r-.nia.ni ermcr Contact Name(s): Maio}h,t '""CO E" ( ) 1, / �-1�va9h�5 � l3U1!1,3iN���dD�,S Mailing Address, C/S/Z: ? R / ©.Ii►'ccn 5fre_e6 Cell Phone: (SI 3 ) jg Land Line: (.` ii ) - I 1%a 1? Email: T..- v I € (flf;ff,',,:��. ';VS •E; i;`:�� v - / • Architect(s)/Engineer(s): r, Business Name: 1Ili-a er /7/14 #1—. t`r/�� Contact Name(s): 1.5(1)r 0 MailingAddress, C/S/Z: (, ion-1y /P7 Olie C./el �11; We 441 Cell Phone: r �_ �� r� ) . (��� ) ��y'i �:�.�' ���� Land Line: (. �p�� �3c) Email: 6'<j4 7'6 A . f. Contact Person for Building& Code Compliance: VJV s ly CO1`I'lPonic.5— / rJMhi &3Af Cell Phone: ) LI '7— /� Land Line: ( 5 (5 ) 7QJ- /)QS Email: I.3 oGhPS () (macompanrrc , yyi • • • Town of Queensbury Building&Code Enforcement - Addition/Alteration Application Revised March 2018 • PROJECT INFORMATION: V - TYPE: 1 Commercial - Residential WORK CLASS: • _Single-Family _Two-Family - _Multi-Family(#of units ) V - Townhouse _Business Office _Retail V - • • Industrial/Warehouse Garage(#of cars ) Other(describe ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: • 1st floor: - 1st floor: `7 tit; 2nd floor: • - - 2nd floor: 3rd floor: . • - 3rd floor: - - Basement(habitable space): - Basement(habitable space): • Total square feet: • • Total square feet:' G/(O S ADDITIONAL PROJECT INFORMATION: - V 1. Estimated Cost of Construction: $ ICJ aS, CY' . 2. If Commercial project,what is the proposed use: N e,W C.i rn C e / 3. Source of Heat (circle one): Gaffs Oil Propane Solar Other • - Fireplaces need a separate Fuel Burning Appliances&Chimney Application • - . 4. Are there any structures not shown on the plot plan? YES NO)Explain: • 5. Are there any easements on the property? YES NO, • 6. SITE INFORMATION: • V a. What is the dimensions or acreage of the parcel? /1//4 b. Is this a corner lot? YES (Nip) . • c. Will the grade be changed as a res t of the construction? YES NO d. What is the water source? PUB`LIC,,;: PRIVATE WELL ` �� " e. Is the parcel on SEWER or a PRIVATE-SIP-TIC system? e • Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised March 2018 • • • DECLARATION: 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be 'completed within a 12 month period. • • • 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to ' . fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or • description of the work proposed, that all work will be performed in•accordance with the NYS Building - • Codes, local building laws and ordinances, and in conformance with local zoning regulations. . • 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. . • 5. 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: . "PRINT NAME: 1 �� e S . • SIGNATURE: ��� � � DATE: a LI / 9- 8 • • • • • • • • • • • • • • Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised March 2018 INSPECTION WORKSHEET (BINS-005427-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number: Inspection Date: Inspector: Case Module: Inspection Status: Inspection Type: CC-0200-2018 07/25/2018 John O'Brien Permit Failed Commercial Final Inspection Job Address:Parcel Number:289 Bay RD Queensbury, NY 12804 302.8-1-7 Contact Type Company Name Name Applicant The VMJR Companies LLC [The VMJR Companies LLC] , Contractor The VMJR Companies LLC [The VMJR Companies LLC] , Granted Permission The VMJR Companies LLC [The VMJR Companies LLC] , Primary Owner CR Bard [CR Bard ] , Primary Owner Freeman, Caroline Engineer [Highlander Engineering]Bruno, Dan Checklist Item Passed Comments Plumbing Vent Through Roof/Roof complete YES Ext Finish /Grade Complete/6 in 10ft or Equivalent YES Doors 36 inch wLever Hand Panic Hardware, if req YES Exits At Grade Or Platform 36 (w) x 44 (l)YES Gas Shut-off Exposed & Regulator (18) Above Grade YES Floor Bathroom Watertight Other Floors Okay YES Relief Valve ,Heat Trap/Water Temp 110 deg or less YES -Install downspout on HW Relief Valve. H/C Bathroom Grab Bars /Sinks/Toilets/Mirrors YES Handicapped Bath/Parking Lot Signage YES Low flow toilet 1.3 gal/flushing cycle - showerhead/faucet YES Universal Symbol of Access displayed - on all H/C signs YES Public Toilet Room Handicapped Accessible YES Final Electrical / Flex Gas Piping Bonded YES Water Fountain or Cooler YES Bldg Access All Sides 20ft Drivable Surface YES Engineer or Architect Approval NO -Provide Letter from Architect on construction of entry canopy. Drawing calls out trusses and is framed out of 2x4 rafters. All structural connections must be nailed not screws. Special Inspections NO -Provide Air Balancing Report for HVAC System. OK to Issue C/O NO 7/24/18 Final Inspection Not Approved -Install downspout on HW Relief Valve. Jul 25, 2018 Page (1) INSPECTION WORKSHEET (BINS-005427-2018) Checklist Item Passed Comments -Provide Letter from Architect on construction of entry canopy. Drawing calls out trusses and is framed out of 2x4 rafters. All structural connections are screwed must be nailed. Ok to leave screws add 10 common or better hot dip galvanized nails. Install hurricane clips on rafters. -Provide Air Balancing Report for HVAC System. -Fire Marshal's Final Inspection 7/25/18 Final Inspection Not Approved -Provide Air Balancing Report for HVAC System. -Provide Letter from Architect on construction of entry canopy. -Fire Marshal's Final Approval Jul 25, 2018 Page (2) O'Brien, John (Inspector) REQUIREMENTS FOR SUBMITTAL: V 1. Completed Additions/Alterations permit application • TWO(2)COPIES OF THE FOLLOWING: V V • 2. Structural drawings, which include: a.Signed &sealed architect or engineer stamp IF the cost of f construction is over$20,000 b.Floor plan V . c.Foundation plan • d.Cross sections V e.Elevations f. Window& Door schedules—printed on the drawings is acceptable g.Calculation sheet for natural light,ventilation &emergency egress V . 3. Plot plan, using a survey map if possible,which includes: • a.Drawn to scale (i.e. 1 inch = 1-feet) V V b.Indicate proposed changes,with setbacks V c.Include all structures on the property V V • - ' d.Include location of water supply(well or water lines) e.Include location &configuration of septic system or sewer line . 4. .REScheck(residential projects) or COMcheck(commercial projects), signed and stamped— www.energycodes.gov V ADDITIONAL INFORMATION: V V V V V 1. Any changes to the approved plans prior to or during construction will require the submittal of amended plans, additional reviews and re-approval. V 2. If,for any reason,the building permit application is withdrawn, 20%of the fee is retained by the Town of Queensbury. After 1 year from the initial application date, 100%of the fee is retained. • • • Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised March 2018 FIRE MARSHAL'S OFFICE Town of Queensbury • 4ri 742 Bay Road, Queensbury, NY 12804 71 "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW CR Bard Collins Drive CC-0200-2018 5/8/2018 PHASE 1 The following comments are based on review of drawings: • Verify fire extinguisher location and inspection • CO detection required ?? • Verify operation of exit/Emergency lighting. Lighting appears adequate but subject to evaluation at walk through • Lock/ latches shall comply with Chapter 10 of 2015 IBC. • Verify paths of egress • HVAC shutdown appears required ??? • Submit sprinkler system plans and calculations • NFPA 72 letter required for many fire alarm modifications • Truss ID noted om drawings • Knox Box noted on drawings Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 • F a x: 518-745-4437 firemarshal@queensbury.net • wZww.queensbury.net - 8.. 7 6 5 4 3 2 1 REV. DATE DESCRIPTION BY CHECKED APPROVED A 8-MAR-18 ISSUED FOR REVIEW DJD DB DB 0 17-APR-18 ISSUED FOR BID DJD DB DB UPO NM S8 NYT D D 1 - N � LAB `�G 1 1 L�1118�1_10 0 1D 3z GSM H/F OF TAX ' TAX p �111a�_11 ' S7' 25' 07"E 50.14'j 1 2 STY —• _ -- eom µD wow / 8.PINE LADS "/F OF. w- i 18'PINE 12'PINE _ _ _� 1�,,s,TM�y 40.14* M•B, NEW BROS 76'PINE _�-" W�+,.'_ 79• t�4� Q�G1Cr1�—'IG C/O H 6a P. 03 41 i 8'PINE _ - _N��1_ TAX ID 302.07-01 16'PINES-- _- AqC ' _ �-- NM3 NY173-3 VjN( E 1� atosmT IN 4- HEMLOCK_ -- �+� COLLINS DRIVE GF7s AND NM sett N 79' 05 53 E 904.8 s'HEMLOCK ENGRAVMN' NNW 13 COLLINS DRIVE , ASPHALT DRIVE _ _- NG4 N)TI3-4 HANDICAP ` PRIVATE BRUSH 24' COTTONWOOD 24' COTTONWOOD PARKING RIGHT OF WAY I� 14'PINE 6'HEMLOCK / HEMLOCK 24' COTTONWOOD ,..� (;S ' 14' PINE A. y'_- 24' COTTONWOOD � � -D `� 24' COTTONWOOD NM 1 NYT q{AIN LfNK 18 'PINE _ _ rTr- 12'DEAD 18'PINE FOOTINGS 24' COTTONWOOD FENCE / 1 STY Y p) PORHH3-s / LA M I.OSINA W =ti A T c _-—-"— /~- NM2 NYT wE5TA11RAN ' N c LOADING Doac , N w o b! \`. N,T DRIVE �_- / / '� 7F-Mze9 8 Ys \ FOOTING I ^ o oc SILL.321 0 ASPHALT N m AT DOOR / GRASS BERM ' t - NM 57,A / ASPHALT PORCH ��322 I TAARS 5X CUSTOMER PARKING• ALJE'S' Z ` '/� AT -v- `\ METAL Pam RETAG WALL Y AND ` \ WAREHOUSE ASPHALT Rrwl-3f885 - AM / BLOCK WAREH UTY BAR \ �� CONC j t.--LOADING DOCK /2 AND i 3'CHAIN LavK AMU FRLANDS L QOComm �WNS j /WOOD BIIIIDN� / E ING `` . • FENCE G �.321.92' L �� _ 7F-317.75 " RETAINING98 /GF1S 1 7 WbGO�ED`. 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R. BARD, INC. A THISCMMIES SHOWN ON IT ARE MWING AND ETHE�EXCECTLUSIVEE A PROPERLY OF HIGHLANDER ENGINEERING Q U E E N S B U RY, N.Y. FACILITY SERVICES, PLLC. REPRODUCTION OF THE DRAWING IN WHOLE OR IN ANY WAREHOUSE RENOVATION PROJECT PART AND ANY UNAUTHORIZED UTILIZATION OF THE SUECT SHOWN ARE STRICTLY�PROH PROHIBITED P HAS E TWO DESIGNED BY: DATE: PROJECTION REFERENCE DWG. WEIGHT HIGHLANDER DJD 17-APR-18 HIGHLANDER ENGINEERING SERVICES, PLLC CHECKED BY: DATE: 182 COUNTY ROUTE 44 DB 17-APR-18 EXISTING SITE PLAN ARGYLE, NY 12809 info®highlandereng.com APPROVED BY: DATE: SCALE: DRAWING NUMBER REV (e)f�wrfaht of +1.518.232.1988 DB 17-APR-18 1 "=40' D—M— 1 5 4— 1 7—C 1 0 lYallonder E���•=•= pL g I 7 6 5 4 3 I 2 1 A LEGEND CATCH BASIN, ROUND ® BOLLARD 0 CATCH BASIN, RECTANGULAR ca POST Q SANITARY MANHOLE © IRON ROD Q Z � O O WATER WELL IRON PIPE O y a- z ELECTRIC METER n SPOT ELEVATION + 319.0 UPO NM 59 NY7 � af TELEPHONE BOX © MINOR CONTOUR FIRE HYDRANTU MAJOR CONTOUR GATE VALVE Eta CHAIN LINK FENCE GAS METER ❑8 WOODEN FENCE -� 0 s DECIDUOUS TREE WOODS LINE CONIFEROUS TREE STORM LINEOILOf STORM UTILITY POLE SANITARY LINE SS LANDS N/r OF ' TAX p111� ap�.10 LIGHT POLE FIBER OPTIC LINE FO ` m. �71 L 1118 _11 S7' 25' 07"E 50.14' UTILITY POLE WITH LIGHT WATER LINE W TAX to 3 TY BRICK AND WAD BUILDING / BENCHMARK GUY WIRE UNDERGROUND ELECTRIC LINE E 1I,8" PINE RR SPIKE IN r4z, *NM3 - UTILITY POLE SINGLE POST SIGN �- OVERHEAD ELECTRIC LINE 1E/ LANDS_ N/I`�� ¢ ELEV=317.34' � 12" PINE 1 STY ,nYpRK. i 18" PINE il� MASONRY l �E 1`�1 ��lM•8 altos 16' PINE I� BUILDING / 79. 44 03 ; I< I-, DOUBLE POST SIGN " " GAS LINE G 0 L 682 P. 01_41 8" PINE N �� � I<30y 07- iI� �ii ii6" PIN- I �� �I�/ I "ADK TAX 7\ � 1E1YT13-3 uNK E'l� 1 / CROSSFIT, Q-318- - - - 1CHAIN pRiVE GIFTS AND / lE/ NM 58\1 N79' 05' S3"E 904.89' TIMN 4"�r6c�- - 318.3+318.2 FENCE 31s COLLINS ENGRAVINIF[ 1N1,I5813 6" K I� �I� 6" HEMLOCK 1E[ +318.1 �� +318.1 i 'COLLINS- ^� 7� DRIVE ASPHALT DRIVE -318- ! ' NG4 NYT13-4 HANDICAP +318.2 +318.5 / J `I,J�f��[E[ 1 PRIVATE iF _ _ CONC CURB � BRUSH 1E[ 24" COTTONWOOD PARKING / ' �l %I [ 1'\ / \RIGHT OF WAY ' _ 24" COTTONWOOD +320.7 ---- \74" PINE - - -319 24" COTTONWOOD +318.3 31a G \ 6" HEMLOCK " �K �5 HEMLOCK�_1E�1�z / +318.5 318• +3t 7 7 IE[ 1 NM 1 NYT // ct +321.8 18 "PINE iI�3?�4""�PINE��NYTF�1-3-& �Ii ��MLOCK :! 24' COTTONWOOD E;`] 24" COTTONWOOD +318.2 / / CHAIN UNK. w 18" PINE _ \ ti- Ei ^� f t +� 12" DEAD Fi IE[ /31 FENCE / MASONRY STY p� U w w FOOTINGS 37n-n1 24" COTTONWOOD +322.0 / ��� \ 320�GS � - - +319.0 G / BUILDING 2�I 320.4 +318.4 +318.3 318.0 318.5 E[ / L LA CD NNA ON C 319.0�+ _ 321.5 �� LA 320.2 /320.1 j ONC SLAB G 320.4 j / / -� +318.5 +318.9 / \\\ NM2 NYT \ /� I RESTLA CAURANT �' N 1�321 0 / / 8' LOADING DOCK / / ® / Q 320.7/ / / +318.7 +318.4 +316.5 V 0 0 +320.7 I DRIVE / / 318.1 �+317.9 \ +317.7 +316.6 N ASPHALT �/ 1F=317.69 \ +1320.0 / FOOTING 317.6 +318.8 / / / ri F , 0 Q' v /i +317.7 + j +318.2 +318.9 G +317.9 \,I ^i +31 ^ a \ +321.7 / J \ / G/ �i +317.6 +31p.6 / +316.6 N Q o CONC j AS-HALT- / +317.4 [ +317.2 � m / SLAB / --]El ]E] SILL=321.93' +321.5 AT DOOR � GRASS BERM , 319.0 - +318.3 _ \ i 6 �+318.0 NM 57/1 / / \ ✓ TF-316.98 +317.9 +321.3 � / / I LA ASPHALT \ 6 \ \ +317.6 ~ + \ + 319.0� \ +318.E 321.8 FF=32.1 IRS/320.1 319.8 G \ I NATALIE'S" [ z / AT DO 319.1 \ +318.4 \ +317.8 - - +317.6 /1 SX "CUSTOMER PARKING_ 13119.0 3i8.s * / / !� a ONC 32 + \ �- -318 / / \ X - / +319.2 \ I 1 / /2 STY +321.4 / \ 1.5" DIAMETER \ LAB / \ NRY AND METAL POS1S--\ / \ +318.2 319 \ LqTAU BUILDINGRETAINING PORCH /321.9' . +319.5 \+321 9 2 DIAM v / CONC BLOCK WAREHOUSE / ASPHALT r 1 \ \ \ �/�3 319.3 /� , BAR \ \\ +313.3 / SEPTIC 32 . / j 1--LOADING DOCK /9 \ \ +318.6 318.4+ \ , MASONRY AND BEAUTY COVER - OF +318.318.E I \ \ / M / / 3' CHAIN LINK FRLANDS ANCIS T.COLLINS X 317.9 +319.2 \ / \ 1 I /WpOD BUILDING / FENCE GATE 321.92' L. 4395 P. 98 /\ \ GIFTS AND E �+_319 Q - - \ , I ENGRAVING + RETAINING / IF=317.75I / \ BY GEORGE WIRE F(NCE - 140•1�' \ I EI y . I 321.7 WALL AT DOORTAX ID 302. ACR 7 J +319.2 +319.6 \ \ 1 I 2.5 BOX 1E 3aEf � 1 WOODED / AREA=6.72t ACRES SX 4"X4" CONC AREA / I WOOD POSTS + 321.9 DECK1® �2 0 FF=322.14 +319.E TF=321.32 / AT DOOR CONC / \ A \ I 5 FPS 90 2 1 ]D �TF=321.00 / �22.6 DECK �/ + 1 A I /STpADE • W \ 318.3+ 3 9.6 I c�N \ FENCE / \ 321.7+ / BENCHMARK / --FOOTING / \ r^-� \ BOX CUT ON CORNER //. "NO PARKING" 319 9 \ 8 / N� OFTM 321.4 \ / / +319.9 I 319.3 �yLANDS. JL OF CONCRETE 8' LOADING / \ 316.9 2 ELEV=321.93' /= DOCK - I C UPO 57 -320 _ / ALD �z o / D046R -0 +321.8 \ Wo,p RETAINING WALL / +3$D. - - _ _- -�320.0 \ - / \ .�,k N TAX p \ ✓ \ / CONC 320.2 / / / N c \ \ F _ _317 +321.9 A RAMP / / / O I l �o \ \ m o // 4'- ' POPLAR ` m \WOODED\ � .` X / P c� \ \�, \ `i sJ,\ AREA \�\\ 1r1111 / ///� //321.0// +320.5 .r� / m �1 w LA �4� L� 321.7 �- �-i/ F �- +320.E/ EAED 319.9 \ o,Z' M C'6 � _05 d p 2018 +32'.6 - - - - 4X "NO PARKING" I /318.8+ 319.4 \ m \ 'w TAXLp 30�� �'("� 27 \ X� ��\ - - / TF=320.00 ' \ m > L , 9p \ A \\ 32 rp RIM=321.87 �Ji\\ \\��� \ 322.1\ BUILDING / 320.4+ g 321.0 /�,9 I \ z ' 1- iCOMMUNIT OF QUEENSBU DEVELOP L 0&ti \ \�\\ \ � \�� / +320.8 +31s.7 \N U) _ Y DEV MENT +320.8 k 1 +321.8 /7 / I "NO PARKING" / OF ��j�,p��9n ��q rA \�22 \\\ \�� \ \ TF=321.27 +32\0 / \ ' \ •L 6A1�5 or. 9 \ \\ \\\ \ 8" POPLAR / Gj \\ \\ +321.3 \ TF-319. 2 � �F 320.0 +318.7 \ C• 9� POS75 N71H CAA P_9 04 \J \ \\ \\\�� 4 +319.0 � . ANGLE IRONS L W \\ / +321.5 �\ I /`•r _ -319- +318.5 +319.2 19 TAX ID ? \ V \\ \\\ +322.`2 +-3 0.0 / vi +320.j 3 +318.0 i BUILDING +321.6 u / / -318_ _ \ 1P`��\ \ ,��\ \\ \ +320.8 / 318. ,317 9 - _ +318.9 i _ �•` \ \ \ \ +321.2 o _ S79' 05' 33"W 611.54' F" IIII \ - \ \\ \ / - -322-OUTLINE - \ \ ` STOR 1 STORAGE O ROPEN \ C� 32j� CON AANE S GAS \ \ \ 4/18/201181 2"-12" DECIDUOUS WOODS I- \ \ \ OF GA w\ B% vR OMPMES �p. 03\ REA3 CHAINN L -p TAX ID CNq N DEED REFERENCE: / ' GAtE 6 1. LAND CONVEYED FROM FRANCIS T. COLONS TO FRANCIS T. COLLINS, BY DEED DATED DECEMBER 29, 2011 AND FILED IN THE 3 WARREN COUNTY CLERK'S OFFICE DECEMBER 29, 2011 IN DEED BOOK 4395 AT PAGE 98. 40 0 20 40 so MAP REFERENCE: P - I 1. 'TOPOGRAPHIC MAP OF LANDS OF FRANK T. AND EILEEN P. COLLINS*, PREPARED BY MORSE ENGINEERING, DATED APRIL 23, 1991, LAST REVISED ON MAY 30, 1991. x / IN F GENERAL NOTES: CM l O 1 inch = 40 t" I. HORIZONTAL DATUM REFERS TO NEW YORK STATE COORDINATE SYSTEM EAST ZONE NAD83 (2011) IN U.S. SURVEY FEET. O ' 2. VERTICAL DATUM REFERS TO NORTH AMERICAN VERTICAL DATUM (NAVD 88). 3. UNDERGROUND UTILITIES SHOWN HERE ON ARE LOCATED BASED ON EVIDENCE VISIBLE AT GROUND LEVEL. THIS MAP DOES NOT PURPORT TO SHOW ALL UTILITIES ON SITE ANY UNDERGROUND LINES SHOWN HEREON ARE SUBJECT TO VERIFICATION BY EXCAVATION. 4. SURVEY WAS PERFORMED WITH 12+' OF SNOW COVER. SOME PHYSICAL FEATURES MAY HAVE BEEN OBSCURED. WORK WILL BE U p VERIFIED AFTER SNOW MELT. >, N m5. PARCEL BOUNDARY DEPICTED AS SET FORTH IN DEED REFERENCE 1 AND IS SUBJECT TO ANY STATE OF FACTS THAT MAY BE SHOWN O . IN AN ACCURATE AND UP-TO-DATE ABSTRACT OF TITLE. U) E m c0 O O Z f0 _ o M SUBMITTAL i REVISIONS HIGHLANDER ENGINEERING SERVICES, PLLC * 4scALE: 1"=40' op c1I CONTRACT No.: M � No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: GMR MJ PROJ. No.:1010.03 91 THE ALTERATION OF THIS MATERIAL A Y W UNLESS DONEEngineering and PARTIAL EXISTING CONDITIONS SURVEY o CHIEF DESIGNER: UNDER THE DIRECTION OF A C A PRO SSIONAL, (I.E.) DESIGNED BY: ARCHITECT FOR AN AR CT N R FOR AN ENGINEER OR C.R. BARD WAREHOUSE, BAY STREET Q DRAWN BY: BIDS LANDSCAPE ARCH CT R APE ARCHITECT, IS A Land Surveying , P.C. Q I CHECKED BY: JGM VIOLATION TATE EDUCATION LAW AND/OR REGU TION A IS CLASS"A" MISDEMEANOR. 1533 Crescent Road - Clifton Perk, NY 12065 TOWN OF QUEENSBURY 1 OF 1 Z °' WARREN COUNTY NEW YORK °' ccDATE DATE U- 0 r I 0 if g - Y e b NOX` V'''` _ sE a ®e is J I c.e_--o1-0o- Z_O , ''''*1:.".'11 RUOtNSI HALL ARCHITECTURE' -� Ronald Richard Rueinski '` Ethan Peter Hall pz72o18I , 134 Dix Avenue kl _ _ - � Glens Falls NY 12801 ._ ✓ TOWN OF QJE�E�atSBURY BUN DING 8: CrY-! Voice 518 741 0268 - _T- Fax 518 741 0274 Email ephall@nycap.rr.com CR Bard-Phase I Building Alteration 27 July 2018 John O'Brien-Town of Queensbury-Code Enforcement 742 Bay Road Queensbury NY 12804 Re: Phase I acceptance letter John, At the above referenced project location our office has made periodic site observations during the course of construction. The alteration to the framing at the entry canopy has been reviewed and the rafter sizes provided will be adequate to support the anticipated load due to the roof pitch and the span of the rafter framing, it was determined that rafters would be less expensive to install than the trusses that were called for on the design plans and that due to the span and pitch the rafter sizes provided would be adequate to support the roof over those spans. This modification as well as the other work performed by the contractor for the Phase I portion of this project has been done with our knowledge and is acceptable to this office. If there are any questions please contact this office to discuss. :°' Regards, e`�,� r Vf 1 0 j ry 447' 1a Ethan Peter Hall ;i ;,,,,- Architect , AG ' C:1lEthan\Fucked up ShittBARD Letter-27 July 2018.doc 1