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CC-000432-2015 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-000432-2015 1bP LTJ_2q0 Tax Map No: 288.12-1-22 Permission is hereby granted to: V&H Construction REVISED For property located at: 1444 State Rte 9 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 Tvoe of Construction Owner Name: DAVE KENNY Retail-Mercantile-Alteration $50,000.00 Owner Address: 1454 State Rte 9 Total Value $50,000.00 Lake George,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency V&H Construction PO Box 126 Fort Edward,NY 12828 Plans&Specifications External Alterations 2470 s.f. SP 37-2015 approved by Planning Board June 16,2015 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,July 20,2016 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Qesd ul 5 SIGNED BY: /a( for the Town of Queensbury. Director of Building&Code Enforcement • PRINCIPAL STRUCTURE/� APPLICATION �y Office Use Only DATE Jut,--( • , -, C L� 11 p�"l.. Re 'Map a ID TAX MAP ID Z€ 2 - a P iinit No. Ze\s - 29D u. 0 2 2015 P limit Fee [ 25-01 t 11\1 Rec Fee ZONING T01(�'N OF Qi L..,, .d- Site Plan# BUILDING r':nr HISTORIC SITE Yes X No Subdivision# SUBDIVISION NAME Lot# TOWN BD.RESOLUTION 86-2013: $850 RECREATION FEE FOR NEW DWELLING UNITS,INCLUDING SINGLE FAMILY DWELLINGS,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. APPLICANT ?1l WNER l ,�OlPq�aAUc �b 4U'flk'�o 1� � 'Y� ADDRESS ,��, ADDRESS i ✓4 gatres Qumsewz-r INA? aulatasSmui�-t 114 ( I�4od- PHONE/E-MAIL 56--x13-3. !'!C.p ^,� PHONE/E-MAIL 5/- ?goo" f 662. CONTRACTOR v'}' GD - c `o1�'\ COST OF CONSTRUCTION(ESTIMATED): $ 640,az ADDRESS: 12 0 a>K (Z(. BUILDING ADDRESS: 1T✓'T v T�t� 1 G� PHONE/E-MAIL sa 1"w" two CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: rtC4(S I +1 PHONE SI'S' 1230 eitt•) 1:6106 TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 15t floor sq.ft. 2nd floor sq.ft. Total sq.ft. Height Single Family Two-Family Multi-Family (# of units ) Townhouse Business Office Retail - Mercantile ✓ 2ik1atti AOLO" Factory- Industrial Attached Garage (# of ) Other 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 If commercial or industrial indicate name of business tom+-, j v O ( 0(Vier Proposed use of building or addition Vet—ALL--- 1 Source of heat (circle one) iik Gas Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys N/161. Are there structures not shown on plot plan? Are there easements on the property? - Khoo f Site Information a. Dimensions or acreage of lot 12•04° /.Ciirc b. Is this a corner lot? Ro c. Will the grade be changed as a result of construction Yes ✓No d. Public water or Private well e C. . e. Sewer or Private Septic System FMla ,(,G Value of all work to be performed (labor or materials) $ t0/000 DECLARATION: 1. I 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 complete 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/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. 9 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: SIJ P-1414. - itC1 1601341- KW-7r C � • DATE g Jo 1-Y Z /5 FOR 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 wn of Queensbury Building &Code Enforcement � � 7111 * Office No. (518)761-8256 9 q Commercial Final Inspection Report Inspection request received: (6(2 1`2-ai`) Name: •ANL---ftskro 1 ZlAtikr Inspected on: (2 b , '�' Location: 14It4 S ..4‘Ak.9 Arrive: " fl iffetliP. . Permit No.: t5- rib Inspector's Initials: �r� . .• COMMENTS Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform/Decks Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch-38 inch/Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight I Other Floors Okay Relief Valve, Heat Trap I Water Temperature 110 Degrees Maximum 0)(---- o \11-7 �-- Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers _ - ��_ ►©_ Gas Furnace Shut Off Within 30 ft.or Within Line Of Site --MOil Furnace Shut Off at Entrance to Furnace Area l-L- - Ni Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 sq.ft. '/<Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers I Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch, Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File _ Building Number or Tenant Address on Building or Driveway 4" 0y_.,-chca), 06\i-c- Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide b JT L.\ .1p Special Inspections/Engineer or Architect Approval �`� Okay To Issue Temporary or Permanent C/0 Okay To Issue C/C Commercial Final Inspection_11 27 12C.- --V Town of Dueensbury Building & Code Enforcement Office No. (518) 761-8256 Framing 1 Firestopping Inspection Report Inspection request received: Name: car:)1JK)1?tC-� bm�� Inspected on: Location: ILA Lk� jam � E �t Arrive: °��,r. p.m. Permit No.: 15- Z.9 Inspector's Initials: ��� TYPE OF STRUCTURE: NDE- p ^ 111 B c tJ P%1 C_E ba_ 0( 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 1/2(w)16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 7 � Bs-(4), �—�-- 1 5.0 sf grade Design Professional Sign-off,if required —AM—Pt— OCE 136 1 Framing/Firestopping Inspection Report • RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall `���`G'�J C 627 Maple Avenue J G Saratoga Springs NY 12866 P Voice 518 580 1905 Fax 518 584 5012 Email ephall@nycap.rr.com Special Inspection Report To: John O'Brien -Town of Queensbury— Building Department From: Ethan Hall Date: 22 August, 2015 Re: Adirondack Outlet Mall— Exterior facade renovations at new LL Bean retail space At the above referenced project location our office has been performing periodic site observations during the construction being performed by V& H Construction. It is our understanding that the majority of the construction for the new facade at LL Bean entry area is complete at this point. All of the work for this area has been satisfactorily completed and is acceptable to this office. If there are any questions please contact our office. Regards, 4D47? ;!C,f • Ethan P. Hall 3k #t' O?7p1;ss ; Cc: David Kenny, Laura Kohls—Adirondack Outlet Mall Jonathan C. Lapper—Bartlett, Pontiff, Stewart and Rhodes Rob Holbrook—V& H Construction Y:\Kenny Developments\Adirondack Outlet Mall\Facade Renovations\2015 Facade alterations\Paperwork\Special Inspection Report 21 Aug 2015.doc 1 Ansbury Building &Code Enforcement 0 puce No. (518)761-8256 4A,N Commercial Final Inspection Report Inspection request received: 6121 20A5 Name: fib— °IAA& Inspected on: 6 51_1.— Location: —Location: L Z ., 20N/%1 _1 Arrive: I'lir�', .�• . p.m. Permit No.: ? -10 Inspector's Initials: AMA' • COMMENTS Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform/Decks Interior/Exterior Balusters 4 inch Spacing Platform I Decks Stair Handrail 34 inch—38 inch/Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight I Other Floors Okay Relief Valve, Heat Trap 1 Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System Fresh Air Supply for Occupancy I Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors > 10%>1000 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls I Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible \ Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch Beyond [Both sides] A Active Listening System and Signage Assembly Space \, d� Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required ��� Q� Final Survey, New Structure I Flood Plain certification, if req. 'c;, ' As-built Septic System Layout Required or On File � i Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide Special Inspections/Engineer or Architect Approval ` Okay To Issue Temporary or Permanent C/O \)t— Okay To Issue C/C Commercial Final Inspection_11 27 12 � 0\\) (��� f _ Town of Queensbury Building &Code Enforcement ues Office No. (518) 761-8256 I -3 Framing I Firestopping Inspection Report Inspection request received: ffi 1 12oAS Name: •Qrtk.. Ovkk(.nX Inspected on: 8 It I Location: �Z11-t6 Arrive: [a�/ p.m Permit No.: 15-210 _ Inspector's Initials: ; C TYPE OF STRUCTURE: CGmm(--771 y N N/A COMM NTS: tpr Framing Vl-O 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 '/2(w) 16 gauge(8)16D nails each side Draft stopping 1,000 sq.ft.floor trusses l Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X \ f�) L Ceiling/wall � Windows Habitable Space/Bedrooms 1k14 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing / Firestopping Inspection Report r Yet 1-3 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reques •vee Queensbury Building&Code Enforcement Arrive: VI 72D a •_=� epart: ``.4o a pm Inspector's Initials: 742 Bay Rd., Queensbury,NY 12804p A NAME: M CAAX-\t,.- ' RMIT#: "5-li Z9Q LOCATION: L L S* `�T LIAQ, 9 INSPECT ON: I 17 CA 5 TYPE OF STRUCTURE: 00.An IYY\uNc. Gvi Comments Y NN/A C-N\t- I - (2 7--t_ O 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 E,1-37.- -- --713t9 ?_____ 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 '0 mbing Under Slab .i,- 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 /1-_ --1.1.111111 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reques - :• Queensbury Building&Code Enforcement Arrive: It a IA Depart: t Z. . apm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: r_41 L NAME: ADSso:mJOF c ALVb t3 if\ P: ' IT#: V5—Z SAO LOCATION: 144H \4W INSPECT ON: (S,--i-/ 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 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 l0-~ v1 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: }I45 120.15 Queensbury Building&Code Enforcement Arrive: am/pm Depart: mk` ao pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: MIAMPAMP NAME: Rr .. (31A, C— PERMIT#: –Zci Q LOCATION: It y ZA S -fl - 9 INSPECT ON: }I?.&,2-045 TYPE OF STRUCTURE: e..0A6/1,w` • Comments Y NN/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement I' of the concrete. '� Materials for this purpose on site. v"—' `C 1 _ "` Foundation/Wallpour `J7 Reinforcement in Place Footing Dowels or Keyway in place Dam / roo Foundation ppfin �/ g 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 1 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 12— Foundation Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req - -• l' taS Queensbury Building&Code Enforcement Arrive: `� '7: v pmA De•art: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Init' /oP NAME: �� fi P" IT#: 15""14 LOCATION: l A Z► C' � 9 SPECT ON: 62-11,2Q,L5 TYPE OF STRUCTURE: Ct vn -,- Comments 1 i Y N N/A ��Q�"' lQ Footings V).1 Piers fit(( 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 12/9/2014 lY 3 to 0 w U 0 U `^4 U y h 0 LI I ELECRICA OUT LETS a CABLE POINT OF NEW I LIG�H 1 G H 1 1 U I �r T I 1 1 1 L 1 I ® U 1 1 I I 1 I 1 W 1 I 1 1 1 i 1 1 I I / 4 SPACES L� 1 1 1 1 I 1 1 1 1 I LANDS N/F OF KENNY PROPERTIES, LTD. 14 SPACES 1642.80' 1 ' 14 SPACES 592.80' S71°56'00"E I NEW PEAKED FACADE 26 SPACES —1 ------------------------------ ----------------- 28 SPACES 6 HANDICAP 1 P7771 NEW TOWER PEAKED ENTRY CONC. — WALK—IN 1 _ FREEZER 1 STORY I BUILDING HEIGHT FRAME BUILDING 1 34.99' , BUILDING .AREA: I 88,711 sq.ft. 2.04 acres i I 1 1 � 1 V INC U�0 35 SPACES 35 SPACES BUILDING HEIGHT 32.27' ASPHALT PARKING O PAD WOOD RETAINING 27 SPACES ASPHALT PARKING 9��m 755.80' LANDS N/F OF LAKE GEORGE PLAZA, LLC 64 SPACES 705.80' CONCRETE RETAINING WALL OVERALL SITE PLAN D TOWER N N �A' N71°34'00"W GARAGE CORNER CLEAR BY 1.64', OVERHANG CLEAR BY 0.39' N DECK GARAGE CORNER CLEAR BY 6.61', OVERHANG IRS CLEAR BY 1.02' WOODE J— 50.00' CONCRETE ---- --- --- s �J BLOCK --- — 1 GARAGE ----- 1 357 sq ft 1 , 1 , 1 , 1 i I 1 1 1 1 1 1 II 1 1 ' 1 1 1 I 1 1 1 1 1 ' II I 1 I {' I 1 I 1 1 1 1 ' I ' 1 1 1 1 1 1 1 1 1 i 1 I I -- I S Ii I , I 1 , 1 1 I 1 _ , 1 I I1 I 1 I 1 ' , I 1 I ' 1 I 1 1 i 1 I i 1 ' 1 I 1 I ' I 1 1 O 1 V3 100 ' C) a v a V) I i a coI coa m N Co ' I CONCREIFE SLAB j 1 _W1 1RAMSFORMER ' r 1 1 1 I , ' m 1 I W `t i I r 1 1 1 1 1 � 1 1 11 I I I 1 , I 1 I I , 1 1 1 , . 1 1 I 1 ' ' I ' 1 I I I , I II 1 — 1 ' I 1 1 _—� — 75 BUFFER I — PLANTER i � I I 1 BUILDING HEIGHT /— l I PEAK OF ROOF 27.34' I 1 1 — 1 ASPHALT PARKING , �________� ------ II 50.00' SFRAA LANDS N/F OF JOHN WCORMACK APPROXIMATE COURSE OF UNDERGROUND LINES AS -PER DEED REFERENCE: BOOK: 836 PAGE: 326 LANDS N/F OF LAKE GEORGE PLAZA, LLC �+ TOWN OF QUEENSBURY BUILDING & COPT, Reviewed By: Date: aao7 6uIPp- a4�'aleIS )POA MON daql6uguus'uotl eopl oa a4 to ne is s1119wwoo Jho U11M o, `uagecrwexa onl1wIl lno uo Paso$ LvSWlb rune :_.,,v JONMO1. FILE COPY lNo.1 DESCRIPTION DATE REVISIONS a n v p o i � N � a w u � a H w zea Q I LIG�H 1 G H 1 1 U I �r T I 1 1 1 L 1 I ® U 1 1 I I 1 I 1 W 1 I 1 1 1 i 1 1 I I / 4 SPACES L� 1 1 1 1 I 1 1 1 1 I LANDS N/F OF KENNY PROPERTIES, LTD. 14 SPACES 1642.80' 1 ' 14 SPACES 592.80' S71°56'00"E I NEW PEAKED FACADE 26 SPACES —1 ------------------------------ ----------------- 28 SPACES 6 HANDICAP 1 P7771 NEW TOWER PEAKED ENTRY CONC. — WALK—IN 1 _ FREEZER 1 STORY I BUILDING HEIGHT FRAME BUILDING 1 34.99' , BUILDING .AREA: I 88,711 sq.ft. 2.04 acres i I 1 1 � 1 V INC U�0 35 SPACES 35 SPACES BUILDING HEIGHT 32.27' ASPHALT PARKING O PAD WOOD RETAINING 27 SPACES ASPHALT PARKING 9��m 755.80' LANDS N/F OF LAKE GEORGE PLAZA, LLC 64 SPACES 705.80' CONCRETE RETAINING WALL OVERALL SITE PLAN D TOWER N N �A' N71°34'00"W GARAGE CORNER CLEAR BY 1.64', OVERHANG CLEAR BY 0.39' N DECK GARAGE CORNER CLEAR BY 6.61', OVERHANG IRS CLEAR BY 1.02' WOODE J— 50.00' CONCRETE ---- --- --- s �J BLOCK --- — 1 GARAGE ----- 1 357 sq ft 1 , 1 , 1 , 1 i I 1 1 1 1 1 1 II 1 1 ' 1 1 1 I 1 1 1 1 1 ' II I 1 I {' I 1 I 1 1 1 1 ' I ' 1 1 1 1 1 1 1 1 1 i 1 I I -- I S Ii I , I 1 , 1 1 I 1 _ , 1 I I1 I 1 I 1 ' , I 1 I ' 1 I 1 1 i 1 I i 1 ' 1 I 1 I ' I 1 1 O 1 V3 100 ' C) a v a V) I i a coI coa m N Co ' I CONCREIFE SLAB j 1 _W1 1RAMSFORMER ' r 1 1 1 I , ' m 1 I W `t i I r 1 1 1 1 1 � 1 1 11 I I I 1 , I 1 I I , 1 1 1 , . 1 1 I 1 ' ' I ' 1 I I I , I II 1 — 1 ' I 1 1 _—� — 75 BUFFER I — PLANTER i � I I 1 BUILDING HEIGHT /— l I PEAK OF ROOF 27.34' I 1 1 — 1 ASPHALT PARKING , �________� ------ II 50.00' SFRAA LANDS N/F OF JOHN WCORMACK APPROXIMATE COURSE OF UNDERGROUND LINES AS -PER DEED REFERENCE: BOOK: 836 PAGE: 326 LANDS N/F OF LAKE GEORGE PLAZA, LLC �+ TOWN OF QUEENSBURY BUILDING & COPT, Reviewed By: Date: aao7 6uIPp- a4�'aleIS )POA MON daql6uguus'uotl eopl oa a4 to ne is s1119wwoo Jho U11M o, `uagecrwexa onl1wIl lno uo Paso$ LvSWlb rune :_.,,v JONMO1. FILE COPY lNo.1 DESCRIPTION DATE REVISIONS WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. V © �4 O > ®' z ® Q N Cd CISa H�ca ® ,..a •rAMI CAD FILE NAME ACRD\KENNY\ADK MALL\FACADE SCALE 1" = 30'-0" DRAWN BY DRAWING TITLE OVERALL SITE PLAN DRAWING No. C-1.1 n W p o H w zea U V Z W o a Z H rn w � w � U Z Z U<�� O < 0 0 3 J ca a o Z JF O co E u o ,J ^� m E` T c U U U woa O w OW Z Z 0 p O a Z� O aJN O O Y_ F O d' O C aJ O CL Z U yN '0'0 �a Q VC as `Q Inln�.m Z `^F-k' Uro_ a C a :E o `y �¢¢ 0 L n O U D O �o.. N o x 0 o Ew xW cON >I.. WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. V © �4 O > ®' z ® Q N Cd CISa H�ca ® ,..a •rAMI CAD FILE NAME ACRD\KENNY\ADK MALL\FACADE SCALE 1" = 30'-0" DRAWN BY DRAWING TITLE OVERALL SITE PLAN DRAWING No. C-1.1 D GENERAL NOTES: (A.) FOUNDATIONS: THE MAXIMUM ALLOWABLE NET SOIL BEARING PRESSURE IS ASSUMED AT 2,500 PSF; CONTRACTOR TO VERIFY ADEQUACY OF SOILS PRIOR TO PLACEMENT OF FOUNDATIONS AND CONTACT ARCHITECT IF SOILS APPEAR INADEQUATE. (B.) THE BOTTOM OF EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 5'-0" BELOW FINISHED GRADE. (C.) ANY BACKFILLING DUE TO CARRYING EXCAVATIONS DEEPER THAN REQUIRED BY THESE DRAWINGS, EXCEPT AS DIRECTED BY THE ARCHITECT SHALL ME MADE WI1H SPECIAL BACKFILL AT THE CONTRACTORS EXPENSE. (D•) EXCAVATIONS FOR FOOTINGS, BASE SLABS, GEADE [TEAMS, ETC, SHALL BE INSPECTED BY THE ARCHITECT BEFORE SETTING FORMS OR PLACING CONCRETE. (E.) BOTTOM OF ALL FOOTINGS TO REST ON UNDISTURBED SOIL. (F.) ALL REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI 315. "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" AND ACI -318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. (G.) REINFORCING BAR SPLICES AND EMBEDMENT LENGIII TO CONFORM TO THE LATEST CRSI HANDBOOK COMPLYING WITH ACI -318 UNLESS NOTED OTHERWISE. T'S6x6x1/4" W/3/4"x12"x12" BASEPLA 18"' CAISSON (4) #6 VERTICAL #3 TIES ® 12" O.C. (H.) REINFORCING BARS IN CONCRETE SHALL HAVE THE FOLLOWING CLEARANCE. 1. 3" CLEAR FOR CONCRETE POURED AGAINST GROUND 2. 2" CLEAR FOR CONCRETE EXPOSED TO EARTH, WEATHER, WATER OR SEWAGE. 3. 1-1/2" COVER FOR BEAMS, GIRDERS, AND COLUMNS NOT EXPOSED TO EARTH, WEATHER, WATER OR SEWAGE. 4. 3/4" FOR WALLS AND SLABS NOT EXPOSED TO EARTH WEATHER, WATER OR SEWAGE. (I.) ALL WELDING SHALL BE PERFORMED BY OPERATORS RECENTLY CERTIFIED IN ACCORDANCE WITH THE STANDARDS OF THE AWS AND ALL WELDING SHALL CONFORM TO II1E REQUIREMENTS OF THE STANDARD CODE OF WELDING IN BUILDING CONSTRUCTION OF AMERICAN WELDING SOCIETY (AWS) LATEST EDITION. WELDING RODS SHALL BE E70XX SERIES (ELECTRODES SHALL BE SUITABLE FOR THE POSITIONS AND CONDITIONS OF INTENDED USE) MINIMUM SIZE FILLET WELD SHALL BE 3/16" (J.) PROVIDE HOLES IN STEEL AS REQUIRED TO ATTACH WOOD BLOCKING (K,) ALL CONCRETE TO BE IN ACCORDANCE W11H ACI -318 LATEST EDITION. (L.) ALL STRUCTURAL STEEL TO BE IN ACCORDANCE WITH FINISH GRADE TO SLOPE AWAY FROM BUILDING 6" IN 10'-0" MIN. 8" CONC. FOUNDATION WALL #4 DOWELS AT D.C. OR CONT. KEYWAY CONCRETE NOTES: IF (A•) IN GENERAL ALL CONCRETE WORK SHALL COI'ORM TO ACI STANDARDS. SPECIFICATIONS, AND RECOMMENDATIONS (B.) FORM WORK ACI1347 (C.) PORTLAND CEMENT ASTM C150 TYPE I OR II (D.) AGGREGATES ASTM C-33 (E.) REINFORCING ASTM A615 DEFORMED BARS GRADE 60. (F.) AIR ENTRAING ADMIXTURE: ASTM C260 ALL CONCRETE TO BE AIR ENTRAINED 4% TO 6% (G•) WATER REDUCING ADMIXTURES : ASTM C494 (H.) WATER POTABLE: (I.) CONCRETE TO BE MOIST CURED FOR NOT LESS THAN 7 DAYS UTILIZING A WETTED BURLAP. (J,) NORMAL WEIGHT CONCRETE TO HAVE A MINIMCM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI AT 28 JAY'S WITH A MAXIMUM WATER/CEMENT MATERIALS RATIO OF .44 (K') MAXIMUM CONCRETE SLUMP TO BE 4" (L.) READY MIX CONCRETE : ASTMC-94 (M.) ALL CONCRETE WORK SHALL CONFORM TO ACI 318 FOUNDATION PLAN 1/81, = V-0" TS6x6x1/4" E (N,) HOT WEATHER CONCRETE: ACI 305- a (0_) COLD WEATHER CONCRETE: ACI 306 (P.) COMPACT SOIL BENEATH SLAB TO 95% MAXIMUM DRY DENSITY ACCORDING TO ASTM D1557. (Q.) COORDINATE SIZE AND LOCATION OF PIPE SLEEVE AND CONCRETE OPENINGS WITH PLUMBING, ELECTRICAL, AND MECHANICAL TRADE PRIOR TO PLACING FORM WORK. (R.) IMMEDIATELY AFTER THE REMOVAL OF FORMS, CONCRETE THAT IS EXPOSED SHALL HAVE ALL PROJECTIONS AND IRREGULARITIES CAREFULLY REMOVED AND ALL CAVITIES FILLED WITH MORTAR OF THE PROPORTION USED IN CONCRETE. (S.) ALL EXPOSED EDGES OF CONCRETE TO BE CHAMFERED 3/4" (T,) NONMETALLIC SHRINKAGE RESISTANT GROUT: PREMIXED, NONMETALLIC, NON—CORROSIVE, NON—STAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER—REDUCING AGENT, COMPLYING WITH CE—CRD—C621. (2) #4 BARS CONT. €, 0 0 W/3/4"x12"x12" BASEPLATE 18' CAISSON TYPICAL POST PIER DETAIL BASEPLATE DETAIL FOUNDATION DETAIL N.T-S STEEL NOTES: (A.) STRUCTURAL STEEL SHAPES: ASTM A-36 (B.) STRUCTURAL STEEL TUBING ASTM A-500 GRADE B. (C•) LIGHT GAGE FRAMING BY MARINO—WARE OR EQUIVALENT (D,) ALL STRUCTURAL STEEL 10 BE IN ACCORDANCE WITH AISC STANDARD SPECIFICATIONS FOR DESIGN, FABRICATION, AND ERECTION. (E.) HIGH STRENGTH STEEL BOLTS: ASTM A-325. (F.) ANCHOR BOLTS: ASTM A-307 (G.) WELDING ELECTRODES: AWS E70 (H.) STRUCTURAL STEEL TO BE PAINTED UTILIZING THE FOLLOWING PROCEDURE. 1• SURFACE PREPARATION: CLEAN STEEL IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC) AS FOLLOWS SP -6 COMMERCIAL SAND BLASTING. 2. PRIMER COAT: IMMEDIATELY AFTER SURFACE PREPARATION SPRAY APPLY STRUCTURAL STEEL PRIMER PAINT, TNEMEC 90-97 IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND AT A RATE TO PROVIDE DRY FILM THICKNESS (D.F.T.) OF NOT LESS THAN 2.0-3.0 MILS. LEGEND & NOTES FIELD VERIFY DIMENSIONS BEFORE ORDERING OR FABRICATING MATERIALS DO NOT CUT OR REMOVE STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE ARCHITECT FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. — 750fb — 1,100,000 E INDICATES BEAM SIZE. FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. LVL MEMBERS ARE BASED ON BOISE CASCADE VERSA—LAM. BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL STRENGTH OF MEMBERS. WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. � o N Q 3 • i rn Nor r U �=Z V - oaz N � W � W � R � U J ICU o e z v Q J � 0 Q Woo Q 3 O Z 0 U J � E w F z o e= N o a a Z N U U O O Q ziE- Q�- m mo `a F A� 7 i_ N �' nT W� U(� Oz) - ♦/�/ ).- Q p, 'n 'n �= 5 z V/ Z S Q y N 9 9 O n aQ ooE rw ote >ww WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. CAD FILO NAME ACAD\ADK. MALL FACADE\A-1 I SCALE AS NOTED DRAWN BY DRAWING TITLE BLDG. PLANS SECTIONS DETAILS ulcisulu"� • i 1► r 70 ICU _se u Q CAD FILO NAME ACAD\ADK. MALL FACADE\A-1 I SCALE AS NOTED DRAWN BY DRAWING TITLE BLDG. PLANS SECTIONS DETAILS ulcisulu"� i 10'-4" n 16'-0" z TS6x6 TOP & BOTTOM (TYP. HEADER) 16'-0" TER 16'-0" ® 12" O.C. (TYP.) FRAMING PLAN 1/6" = 1,-0„ 00 13'-9" 13'-9" co I co ❑ CONC. SIZE PAD A 8" METAL STUD WALL ® 16" O.C. (TYP.) LEGEND & NOTES FIELD VERIFY DIMENSIONS BEFORE ORDERING OR FABRICATING MATERIALS DO NOT CUT OR REMOVE STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE ARCHITECT FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. — 750fb — 1,100,000 E — INDICATES BEAM SIZE. FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. LVL MEMBERS ARE BASED ON BOISE CASCADE VERSA—LAM. BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL STRENGTH OF MEMBERS. lNo.1 DESCRIPTION DATE REVISIONS rtw"s at� f O r<. .j.d L �•. O N 3 O ^r p U z O '=Z V W Lo- Y . 1 i i 10'-4" n 16'-0" z TS6x6 TOP & BOTTOM (TYP. HEADER) 16'-0" TER 16'-0" ® 12" O.C. (TYP.) FRAMING PLAN 1/6" = 1,-0„ 00 13'-9" 13'-9" co I co ❑ CONC. SIZE PAD A 8" METAL STUD WALL ® 16" O.C. (TYP.) LEGEND & NOTES FIELD VERIFY DIMENSIONS BEFORE ORDERING OR FABRICATING MATERIALS DO NOT CUT OR REMOVE STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE ARCHITECT FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. — 750fb — 1,100,000 E — INDICATES BEAM SIZE. FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. LVL MEMBERS ARE BASED ON BOISE CASCADE VERSA—LAM. BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL STRENGTH OF MEMBERS. lNo.1 DESCRIPTION DATE REVISIONS WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. rtw"s n W O .j.d L �•. O N 3 O U z O '=Z V W Lo- 'ArW/ Z ¢ Z N �\ W Cu a W � W � W _ N = se y W O L Z U p U mo <�� M 0 ¢ o LL V Q 3 V J JFo YOD w U F ¢ O N V E C 'U >-In N o i O W¢ o n Z 0 -fin z N U F K Jp ~ Q Q V a, U) [O CO®LQ ¢ Z U� d a0 LO K -0 a �0 ¢a 0 0 0 0 _ m O o C r o n a to o U x 0 o E �w cocas >ww WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. CAD FILE NAME ACAD\ADI<. MALL FACADE\A-1 SCALE AS NOTED DRAWN BY DRAWING TITLE BLDG. PLANS SECTIONS 8c DETAILS DRAWING No. A-2 rtw"s O .j.d L �•. O O z O 0) Lo- 'ArW/ �\ W Cu a W U se L mo CAD FILE NAME ACAD\ADI<. MALL FACADE\A-1 SCALE AS NOTED DRAWN BY DRAWING TITLE BLDG. PLANS SECTIONS 8c DETAILS DRAWING No. A-2 3 SECTION 1 112" = 1'-0" A- 2A-3 FRAMING SECTION - 1/4" = 1'-0" TUDS 0 16" OX VD BOTTOM CHANNEL r N NEW TS 'DOD COLUMN N SHEATHING -AL STUD AT 16" O.C. COLD FORMED CHANNEL GUT 10" COLD FORI WITH FIRE TRE. AND STANDING ROOF 1 c r SECTION X `l/ ?USSET PLATE SUPPORT 3RACKET 1S6x6x1/4" COLUMN 1/4'" = V-0"' GYPSUM SHEATHING WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. N W O O Q Q N 3 W U z Za UV WNO Q W � W � 1 r 1 Z U O 0 Ua�N LL � a o QWoo x LL J Q3 W co E U F ' € 0 N N V E ON O( W OWK O F C J -Z CO CO �— O Z Y U � Zia yN OO eo c°C�a azrc NPk� U a no o o Ln Ln.�a� r< c L U o F o. coo x '°aE of W <o v> > L. WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. CAD FILE NAME ACAD\ADK. MALL F SCALE AS NOTED DRAWN Bl' T DRAWING T', SI _CTI ON S DETAIL` DRAWING No. g r 1 r x LL CAD FILE NAME ACAD\ADK. MALL F SCALE AS NOTED DRAWN Bl' T DRAWING T', SI _CTI ON S DETAIL` DRAWING No. g V V141� � 3/32" = t'-0" ROUT BUILDING ELEVATION ,No.1 DESCRIPTION DATE REVISIONS WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. W 0 N Q L © N 3 WyU} Z Z ~ Q U N NW '=Z V W (O Z H W 70 J O Q Z � N � K W W � U. Z �}� Z ZUv U`JN Q_ �a� 0 3 1 OZ .!J E O w U F w O QN 04 ELLoa T c U } 01 I n N O w w J� w Z o n OI 0 0 ZOO O 2 - 7 N T F W O 0Z `n 11 ._ < ')')00 CO U— O Z } Z U� stn Co[O �L Q Z �Q dO nn i d U U D O O, F¢ Q O L ° 0o N - 0 - O ti (� C n U x E 1+ D"til mN > lOi WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. CAD FILE NAME ACAD\ADIC. MALL FACADE\A-4 SCALE AS NOTED DRAWN BY DRAWING TITLE PROPOSED EXTERIOR BUILDING ELEVATIONS DRAWING No, A-4 0 Q L O Z O N NW W (O 70 70 J U � U. \e/' CAD FILE NAME ACAD\ADIC. MALL FACADE\A-4 SCALE AS NOTED DRAWN BY DRAWING TITLE PROPOSED EXTERIOR BUILDING ELEVATIONS DRAWING No, A-4