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2014-625 TOWN OF QUEENSBURY w 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140625 Date Issued: Wednesday, March 02, 2016 This is to certify that work requested to be done as shown by Permit Number P20140625 has been completed. Location: 1444 STATE ROUTE 9 Tax Map Number: 523400-288-012-0001-022-000-0000 Owner: ADIRONDACK FACTORY OUTLET CENTER, INC Applicant: ADIRONDACK FACTORY OUTLET CENTER, INC. This structure may be occupied as a: Commercial Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or J4 ‘ other issues and conditions as a result of approvals by the Planning Board Directo o Building&Cods nfor~ment or Zoning Board of Appeals. TOWN OF QUEENSBURY F.01$1 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140625 Application Number. A20140625 Tax Map No: 523400-288-012-0001-021-000-0000 Permission is hereby granted to: 1454 STATE ROUTE 9. LLC` For property located at 1454 STATE ROUTE 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. Type of Construction Value Owner Address: 1454 STATE ROUTE 9, LLC 1454 STATE ROUTE 9 Commercial Alteration $30,000.00 LAKE GEORGE,NY 12845-0000 Total Value $30,000.00 • Contractor or Builder's Name /Address Electrical Inspection Agency PARKER HAMMOND DEVELOPMENT I 24 SILVER Cir OUEENSBURY NY 12804-0000 Plans &Specifications 2014-625 Canopy Replacement Adir. Outlet Mall Comm. Alteration 1,700 sq.ft. $340.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,December 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 expiration date.) Dated at the Town ue sbury• /rue'i :y f I ec• i i ber 16,2014 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office Use Only DATE /¢ 17C Zo/4 Received < f Tax aplD 'fes "` c6 TAX MAP ID 203. 12- /--21 r-ti I ()patNo. Permit Fee YO erpfil ZONING Tt �� J7 Rec Fee Site Plan# HISTORIC SITE Yes X No Subdivision# SUBDIVISION NAME ik �ja 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 ✓E /f N y OWNER 1464- 6 • ADDRESS /46+ i 9 ADDRESS 14404 Sr p/tai • Al' Am izio Zoo Ave-41 /7,ge- PHONE/E-MAIL rj/j_744- ?46, Z,�..,,��// PHONE/E-MAIL CONTRACTOR ,I J1p/1L7t(40 COST OF CONSTRUCTION(ESTIMATED .3): $ t ADDRESS: 2 6/agr-- (.16 BUILDING ADDRESS:f 6,07-&- -07- PM/I&PM/I& 47 £QI 13I4)6Y 1 Y, )6o/gcn oAc. earktrY7MLL PHONE/E-MAIL CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Pt Ad f VSA PHONE 584--fip {dui l ir-�'l'r TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below New Addition Alteration 159 floor sq. ft. 2nd floor sq.ft. Total sq.ft. Height Single Family Two-Family Multi-Family (# of units Townhouse Business Office /`�X95P Retail - Mercantile 'C " 17,0,1t. .t 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 s ' 6' f - Proposed use of building or addition GAvo,k/ P-64.4e6watir Source of heat (circle one) , Gas Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & � Chimneys A Are there structures not shown on plot plan? No Are there easements on the property? AhN �j'IOWAi Site Information a. Dimensions or acreage of lot .- Ar--426 b. is this a corner lot? /V e9 c. Will the grade be changed as a result of construction Yes ;;.< No d. Public water or Private well td ac. e. Sewer or Private Septic System' M8(,/G Value of all work to be performed (labor or materials) $ 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. 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: >4PtJ/w" --AO/DATE /6 s G a•14 / SIGNATURE: i ' � � / DATE Its L. Ag4 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 Town of Queensbury Building &Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: Name: 'RD00Dcc CV. E C_MV_Q ov\ UE Inspected on: —z-- I i Location: L\�-1� T.- T ` Arrive: � . . p.m. Permit No.: \'4 -67_5- Inspector's Initials: • COMMENTS Y N NA Chimney I"B"Vent 1 Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish I Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform/Decks Interior 1 Exterior Balusters 4 inch Spacing Platform I Decks Stair Handrail 34 inch—38 inch/Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch wlLever Handles/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(I)1 Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap I Water Temperature 110 Degrees Maximum 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 Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z 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 1 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 I Handrails Continuous/12 inch Beyond[Both sides] Active Listening System and Signage Assembly Space �J Final Electrical I Flex Gas Piping Bonded/ Site Plan I Variance required y� 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" Water Fountain or Cooler 0 Building Access All Sides by 20'!Drivable Surface 20'wide Special Inspections I Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O Okay To Issue C/C Commercial Final Inspection_11 2712 11:4)/ Town of 1. ieensbury Building&Code Enforcement -- La/ Otfcc No.(618)761-8256 l Commercial Final Inspection Report Inspection request received: r Name: I� D 1� . G ��t'� o U T Le �r1 ( Inspected on: Location: 14 s--(1 SST IZ- I .q Arrive: 2�. J ..m p.m, Permit No.: S (AvQ ry Inspector's Initials: // Gy • PF COMMENTS Y N NA Chimney!"6"Vent I Direct Vent Location Plumbing Vent Through Roof 6"!Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent vj Interior!Exterior Guardrails 42 inch Platform/Decks Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch I Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch wlLever Handles!Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(I)1 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 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 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 I 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 I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch, Checkout 36 inch Handicapped Ramp 1 Handrails Continuous/12 inch Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical 1 Flex Gas Piping Bonded Site Plan/Variance required Final Survey,New Structure 1 Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" ��;�✓ Water Fountain or Cooler \_c7 c\t ) Building Access All Sides by 20'/Drivable Surface 20'wide Special Inspections I Engineer or Architect Approval Okay To Issue Temporary or Permanent C/0 V Okay To Issue C/C Commercial Final Inspection_!! 2712 Town oi(Jueensbury Building & Code Enforcement Office No. (518) 761-8256 Framing I Firestopping Inspection Report Inspection request received: ' Name: A Dt R"uJpAC FA('`-i-o00iL -V--) Inspected on: Location: I y L{t-} 6-FAT-L. Roo-FE_ 9 Arrive: ALFA' a.m. '.m. Permit No.: Inspector's Initials: ./_r TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs 1 Headers �CC��v`C Q I���—�� V 3c'b civ • Truss Specification Provided k1 h S))0\ Bracing 1 Bridging Joist hangers Jack Posts I 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. i Notches I Holes I 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 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 5.0 sf grade Design Professional Sign-off,if required / I Framing / Firestopping Inspection Report • RUCINSKI HALL ARCHITECTURE � ��, Ronald Richard Rucinski �'J Ethan Peter Hall c34' 627 Maple Avenue Saratoga Springs NY 12866 Q^ Voice 518 580 1905 Fax 518 584 5012 Email ephall@nycap.rr.com -i5ECEOWE Transmittal 11 1To: John O'Brien —Town of Queensbury—Code Enforcement Office - SAN $ 2015 ,J TOWN OF QUEENSBURY From: Ethan Hall BUILDING& CODES Date: 28 January, 2015 Re: Adirondack Outlet Mall — Permit# 14-625 At the above referenced project location we have reviewed the installation of the roof trusses for the canopy at the back of the facility in accordance with your request. The installation is acceptable to this office and we have updated the record drawings to indicate the field modification. A copy of the revised detail is attached via PDF file to this transmittal. Please let me know if there are any additional questions. Y:\Kenny DcvelopmentslAdirondack Outlet Mall\Canopy Replacement\Transmittal 28 Jan 2015.doc 1 i / t EXIST NG METAL ROOF METAL ROOF °ANEL 15# BULLING FELT 5/8" 053 SHEATHING 18 GAUGE TRUSSES AT 16" O.0 TRUSSES TA= COVED FIELD ASSEMBLED I\TO STUD THROUGH PITCH TO EE FIELD/ SHEATHING DE-ERMINED G.TTER SUPPORT PANEL STRAP BACKUP STRAP rit REMOVE VETAL CLAPBOARD SIDING `ins PROVIDE NEW 5/8" FIRE TREATED CONT. HEAVy GAUGE t PLYWOOD SHEATHING G. NEW TRUSS ^ ITER WITH DOWN LOCAT,O\. BELOW TRLSS EXISTING SPOUTS SHEATHING IC REMAIN W12x26 CONT STEEL BEAM -ISS 4x4x'/4 STEEL COL POST ANCHOR `EXISTING BUILDING LINE OF FINISHED GRADE * SLOPE TO BE PI-CHER AWAY FROM l_L_� EXIST NG =dU,SHED FIRST FLOOR FOU\DATION © 6" IN 10'-0" MI\ jr EXISTING ASPHALT PAVING STCNE AND LANDSCAPE) NEW CONC. G. WALK DR? LINE CONT. BETWEEN FONT BLDLINE FLOOR ELEVATION PAVED ACCESS © DOOR LOCATIONS 10"0 CO\CRETE PIER / \ W/B'GFOOT BOTTOM CANOPY SECTION 1/2"=1'-0" Town of Queensbury Building & Code Enforcement E d, 3— y Office No. (518) 761-8256 5‘84—,56 Framing 1 Firestopping Inspection Report Inspection request received: Name: PrtLeri F j 6 i..c 'f -+ Inspected on: Location: / -y y y R 4 Arrive: Ai W a.m dab Permit No.: i �j - AS Inspector's Initials: IJ TYPE OF STRUCTURE: El t9 d / A ( i{ Y ti/ NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Truss Specification Provided t• E D 1, EN)0 Bracing!Bridging OD ��E� F � S ,O F JJJ Joist hangers Jack Posts!Main Beams .STQua-_ 1-� ✓ ��� �LL-- 1J" �L Exterior sheeting nailed properly eAtA 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing ` r \C-F7—{21. �� ��V-1 0 �` A� �Sr Headroom 6 ft.8 in. �t Notches/Holes/Bearing Walls _Ot,F ,b v\l . Metal Strapping for Notches Top Plate 1 '/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center -- *3 F Ec) c R0--\l �1�,\ Ice and water shield 24 inches from wall J Fire separation 1,2,3 hour -c Ro \ 0 V-VAt"1 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 Ceiling/wall tA -A-6 \-\C1�A'1 V 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 /Firestopping Inspection Report ` Town of Queensbury F Community Development Office FAX from the desk of: Zoning/Planning/GIS Building&Codes Craig Brown 761-8218 Zoning Administrator D vid Hatin 761-8253 Director, Bldg.&Codes Bruce Frank 761-8226 Code Compliance Officer John O'Brien 761-8255 Building Inspector Stuart Baker 761-8222 Senior Planner _Charles Dyer 761-8207 Building Inspector George Hilton 761-8219 GIS Administrator _Carlene Ramsey 761-8256 Senior Clerk Laura Moore 761-8265 Land Use Planner Fire Marshal Sue Hemingway 761-8238 Office Specialist _Michael Palmer 761-8206 Fire Marshal Pam Whiting 761-8220 Office Specialist _Gary Stillman 761-8205 Deputy Fire Marshal _Maria Gagliardi 761-8219 Senior Typist Date: , — 2-1 _ 1 S No. of Pages [not incl. cover]: To: ET NA tJ \-\ Fax No.: Cat- \7� CC: ` Fax No.: Subject: ( % r FiAC-bo1 c�u� c\ CAt�b�"1 /l rgentr Review ease Comment ease Reply COMMUNITY DEVELOPMENT OFFICE - FAX 518-745-4437 Building&Codes 518-761-8256 Fire Marshal 518-761-8206 Planning 518-761-8220 Zoning 518-761-8238 Send Result Report KYDEER2 MFP Firmware Version 2GR_2OOO.O35.002 2010.07.23 Job No. : 030815 Total Time : 0°01119" Page : 002 Completed Document : doc2O15O121154355 No. Date and Time Destination Times Type Result Resolution/ECM 001 01/21/2015 15:44 95845012 0°01'19' FAX OK 200x200 Fine/On Foundation Inspection Report Office No. (518)761-8256 Date Inspection re• ;.• •c;ive•• ,Jo ,t Queensbury Building&Code Enforcement Arrive: C• '. s�I% Depart: WW1 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial • .` NAME: -,4U DrZ2G( l PERMIT#: 02 /`t LOCATION: ,fir _��Ii INSPECT ON: Ltr l 1 !-6 71 TYPE OF STRUCTURE: atk)Gpig )11 _1 Comments Y N N/A CdFr-- Footin: '&0 6C+---k 916 Piers 17 Monolithic Slab Y 3 ./ - 10 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 GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM GOOGLE EARTH LEGEND — — — — — — — — — — PROPERTY LINE —--------------- PROPERTY LINE SETBACKS —E E E —E UNDERGROUND ELECTRIC SERVICE ss ss ss ss SANITARY SEWER W w --w —w — WATER SERVICE E/P EDGE OF PAVEMENT X W 1J.. 0 �. 0 V U �i I d- F SITE PLAN N.T.S. TOUT! C CIJ� " TY Bal,sd oil cor hn6ted 4Nlirl UTr C. YIf*1C illy _ 7" 6P � :9 I(ili c [r the plans .,I J 8i '".4.,tF C,�: Cs� 10 full ipp!larico wfih the 8uMirlg {:cdt ,',S of New York State. TOWN OF Ii MWING 8, Uor/ �r r) -r. Date: 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. � a i U V } w Z 4 U • = V = w< how {^ u) w✓wi _ J U Z O f ! a J V1 M K 01 L 6— !� w V O J O O 00 E wu ww € < N N o mo o T V ? tnN i wpa V w 0 J Z 0 6 O O a Z of � J N � U -f) V U F ¢ 00 a0 CO t Q .n vo j z W N w 0_ < Z'¢ UV SD�P a < E ° 0 o cs r o vxE i- �wIN S V W D UI �I... X W 1J.. 0 �. 0 V U �i I d- F SITE PLAN N.T.S. TOUT! C CIJ� " TY Bal,sd oil cor hn6ted 4Nlirl UTr C. YIf*1C illy _ 7" 6P � :9 I(ili c [r the plans .,I J 8i '".4.,tF C,�: Cs� 10 full ipp!larico wfih the 8uMirlg {:cdt ,',S of New York State. TOWN OF Ii MWING 8, Uor/ �r r) -r. Date: 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\ICEPNJY ADK\C-1 SITE PLA SCALE N.T.S. DRAWN BY. DRAWING TI ILE SITE PLAN 2014-625 Dave Kenny ADIRONDACK OUTLET MALL 1454 State Route 9 288-12-1-21 Comm. Alteration DRAWING No. C-1 i • t • CAD FILE NAME ACAD\ICEPNJY ADK\C-1 SITE PLA SCALE N.T.S. DRAWN BY. DRAWING TI ILE SITE PLAN 2014-625 Dave Kenny ADIRONDACK OUTLET MALL 1454 State Route 9 288-12-1-21 Comm. Alteration DRAWING No. C-1 REMOVE EXISTING COLUMNS IN THEIR ENTIRETY REMOVE EXISTING SLABS @ ENTRY DOOR AND REMOVE EXISTING WOOD RL:TAINING 11MBERS TEMPORARILY RELOCATE HVAC UNITS AS NECESSARY REMOVE EXISTING WOOD FRAMED CANOPY (TYPICAL) EQUIPMENT PAD LOCATIONS (TYPICAL) BETWEEN ENTRY SLABS (TYPICAL) — TO INSTALL NEW CONT. CONC. WALK AND SLAB IN ITS ENTIRETY (TYPICAL) 'Fr -71' n n F r� n n r7 T r�'I �� I-1 �1 t�� rT - 1I-1� X11-1-� - T ��� - -�I� I �l OVERALL DEMOLITION PLAN N. T. S. 340'± 336'± 32'± 34'± 34'± 34'± 34'± 34'± 34'± 34'± 34'± 32'± 11 El D � j ff: Eli! iilrll� Ll 4 1 OVERALL CANOPY PLAN N.T.S. I I i 1 EXISTING METAL ROOF METAL ROOF PANEL 15# BUILDING FELT-� 5/6" OSB SHEATHING 18 GAUGE -TRUSSES, \ FIEE;D ASSEMBLED PITc;H TO BE FIELD DETERMINED GUTTER SUPPORT PANEL STRAP\ BACKUP STRAP / 16 GAUGE 3"x3" - CONT. HEAVY GAUGE) -K CONT. CUTTER WITH DOWN — SPOUTS O J W 12" BOX HEADER W/ z (2) 12" 16 GA. STUDS U) 2 6" 14 GA. TRACK 2 ANGLE CLIPS (x545) p m x 6"16GA. BOX POST. Wf/ o (2) 6" 14, GA TRACK„ 2 6” 16 GA. STUDS °O 5 —0 TYP.) 34'-0" O.C. MAX i LINE OF FINISHED GRADE I SLOPE TO BE PITCHED AWAY FROM FOUNDATION Cir 6" IN 10'-0" MIN EXISTING ASPHALT PAVING STONE AND LANDSCAPE) NEW CONC. SIDE WALK DRIP LINE CONT. BETWEEN CONT. BLDG. FIN. FLOOR ELEVATION PAVED ACCESS ® DOOR LOCATIONS 12"x12" ,SQUARE WITH-- <� 24"x24"x12" FOOTING . ® EACH COLUMN CANOPY SECTION L l j,_ ii (x545) CLIP (1) PER TRUSS - FASIENLD TO EXISTING ALL STUDS 16" OR 24" O.C. REMOVE METAL CLAPBOARD SIDING PROVIDE NEW 5/6" FIRE TREATED PLYWOOD SHEATHING ® NEW TRUSS LOCATION. BELOW TRUSS EXISTING SHEATHING TO REMAIN. EXISTING BUILDING CONCRETE PAD AT FINISH WITH 7" STEP DOWNS TO FLOOR ELEVATION GRADE. w EXISTING METAL ROOF METAL ROOF PANEL 15# BUILDING FELT-� 5/6" OSB SHEATHING 18 GAUGE -TRUSSES, \ FIEE;D ASSEMBLED PITc;H TO BE FIELD DETERMINED GUTTER SUPPORT PANEL STRAP\ BACKUP STRAP / 16 GAUGE 3"x3" - CONT. HEAVY GAUGE) -K CONT. CUTTER WITH DOWN — SPOUTS O J W 12" BOX HEADER W/ z (2) 12" 16 GA. STUDS U) 2 6" 14 GA. TRACK 2 ANGLE CLIPS (x545) p m x 6"16GA. BOX POST. Wf/ o (2) 6" 14, GA TRACK„ 2 6” 16 GA. STUDS °O 5 —0 TYP.) 34'-0" O.C. MAX i LINE OF FINISHED GRADE I SLOPE TO BE PITCHED AWAY FROM FOUNDATION Cir 6" IN 10'-0" MIN EXISTING ASPHALT PAVING STONE AND LANDSCAPE) NEW CONC. SIDE WALK DRIP LINE CONT. BETWEEN CONT. BLDG. FIN. FLOOR ELEVATION PAVED ACCESS ® DOOR LOCATIONS 12"x12" ,SQUARE WITH-- <� 24"x24"x12" FOOTING . ® EACH COLUMN CANOPY SECTION L l j,_ ii (x545) CLIP (1) PER TRUSS - FASIENLD TO EXISTING ALL STUDS 16" OR 24" O.C. REMOVE METAL CLAPBOARD SIDING PROVIDE NEW 5/6" FIRE TREATED PLYWOOD SHEATHING ® NEW TRUSS LOCATION. BELOW TRUSS EXISTING SHEATHING TO REMAIN. EXISTING BUILDING 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 L a d N U } . i Z QV LIJz oaz F— In U w xw� wz] a z � rwo C..) a J K K or_ 0, w O O D 4 p V y W EE x wrc m N r o woa C tn Now, 7 Z 0 O �� E) z � _ U-�O o 'p2 Nc O<t c goF- . o z r p a) L E- U) ��= swz a� �N �COa�Z _ d ap in if) N -O p p Q w o 0 Np oo E fLd � W c0 (n ?L� W 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 i