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2007-540 ti TOWN OF QUEENSBURY IFOS, 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20070540 Date Issued: Tuesday, January 12, 2010 This is to certify that work requested to be done as shown by Permit Number P20070540 has been completed. Location: 1035 STATE ROUTE 9 Tax Map Number. 523400-296-009-0001-001-000-0000 Owner. ANTHONY & MARY FERRARO Applicant: ANTHONY & MARY FERRARO This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 4.4v 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. 110' OFFICE USE ONLY TAX MAP NO 2? f^/ PERMIT NO 07-5410 FEES. PERMIT RECREATION ENGINEERING (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: (CCM Feftai o (-r° r N OWNER: S A741- ADDRESS: ADDRESS: (D 3 r 2T(( 61.4-ke-c-iVS A,1?I N`( Leo Y ADDRESS: PHONE NOS. `7qt Z—Pi PHONE NOS. CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: (&1iii)- 61 ``' PHONE: 5 2-—"SI LOCATION OF PROPERTY: 10 3 S /-1—`/ (. 1 -1/1-474 /-f c 2S-'O y SPO' SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR O ci w LL PROJECT p ~ p O 0 ;w O O ~ W OJ LL LL LL W Q a • W J LLQ i D Ce UJ Z Z < < cn OW HLL a 0 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY(NO. ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(12,3) U1 OTHER 0..�kt31fotL � 3�v� — -Vju I SI CITown of Queensbury • ConilllIl!litl/ Deaelolmle;it Office • 742 Bary Road, Queensbury, NY 12804 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: 1{t I 1 N ESTIMATED CONSTRUCTION COST: Z o‘3-v FUEL TYPE: NA-11'4/14\1- HEAT / ,' -M-HEAT TYPE? 47-M f *HOW MANY FIREPLACE(S) (1\-- AND I OR WOODSTOVES(S): Aft h (f t I,(1-wit' c.ay.trtca cc/4z ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? /U 0 IS THIS A HISTORIC SITE? NO PROPOSED USE OF BUILDING OR ADDITION: M INF A-ruit ( OLP Cis-Li/1Se- c-Lu ht 5F ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? Ivo ARE THERE EASEMENTS ON PROPERTY? 5 OA)''t *Please complete a separate Application for Fuel Burning Appliances&Chimneys' available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. 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. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 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. Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codes(c queensbury.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.queensburv.net required permits, the permit process, application requirements or to schedule an appointment) This application/proposed action described Permission is hereby granted to the above herein is found to be in accordance with the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. herein in accordance with said Application: I� /if) f) ZONING APPROVAL DATE BUILDING&CO I 'S APPROVA ATE CITown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 5-1-01-0,5 ; Sp _C41'0)1 s1/4 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection reques • • ed• Queensbury Building&Code Enforcement Arrive: ?-b • isMi, Depart: am/pm 742 Bay Road,Queensbu ry,NY 12804 Inspector's Initials: NAME: (rraro (tinPERMI ' :LOCATI `(935L* DATE: — Il-10 — COMMENTS: Ch) Y N N70 exp/ 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 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. 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 '/2 doors > 10%> 1000 sq. ft. 3/a Hour Corridor Doors&Closers Firewalls/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 Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File !..D6 CO Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc inal Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 47e/j-.4 NAME: rOtSfY5-1 LOCATION. /o3c5rede.. PERMIT#: O 7- _54O Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of 1 Community Development. Upon review the survey 3;en: i , . .. A g B •wn,Zoning Administrator Notes: F`vwtA Svl VVV UoLD G[a -h( A)- 6,1(F ( Iv tr / C 0-5 Ar Sr& 1 01(r-c.) t n , ( ,--:: L:ISueHemingway\Building.Codes.Inspection.FORMS1Final Survey Zoning Administrator.doc MAP REFERENCE: MAP OF SKATELAND DATED: FEBRUARY 21, 1987 LAST REVISED: JANUARY 12, 1994 BY: COULTER & McCORMACK LANDS NIF OF LAKE GEORGE CAMPSITES, LLC 1476/167 W o oDED —� ���N83 ° 107.631 WOODED Co 5U� AREA 153,128 sq. ft, 3.52 acres 2z0*004 LANDS N/F OF FRANK PARILLO 1491;161 WOODED LANDS NIF OF GARY & JILL WILSON Not 1336/199 Py�p�S G Ns„ S830541 56"W c&oet G �U 169. 861 1. 296.9--1--1 /73--1-- 8.3 ,(0 1 O\Af, � c17 044 1 1/2 STORY WOOD FRAMED COMMERCIAL BUILDING GO -CARS" TRACK LANDS NIF OF WILLIAM T. CftIST BOOK 648 PAGE 262 ,10 ° , 21 6' � S, , {}9 LEGEND: O IPF -= IRON PIPE FOUND O IRS = IRON ROD SET/TO BE SET UTILITY POLE 0 LIGHT POLE = FIRE HYDRANT wv N -= WATER VALVE 0130 = CATCH BASIN (D = SANITARY MANHOLE ( = TELECOMMUNICATIONS MANHOLE =- IRRIGATION CONTROL BOX -= METAL FENCE LINE __v_ = SIGN cv D4 GAS VALVE El Co E N 0 0 0 o J �— Q 0Lo 0 m 00 0 C \ o C; EmooI Co 'o 0 C) ;.4 >-4 Q cv wz T Q) Q/ r w C a � � W cr 0 4-4 0 F us A'ar �Cl�FF 0. C9 � Az �►ea+z`�< << UA �a�Sa oxz� ��� iwC 0. 3uwffN`����SI_ <H<t3 i5a� a < o � i " low ao C � ca kO 0 0 Z 0 � a� o >) z w a� 4 Z ro 0 c� -n4 CoCQ Gate= September 15, 2W6 3c:ale rmw %fET 1 CSF 1 D1208 DWG. NO. OG1G9 Co E N Commercial Final Inspection Report Office No.: (518) 761-8256 Date Insp-ction r-sue :•-ives Queensbury Building& Code Enforcement Arrive: t .!• / Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: .. NAME: 'j4 ,c100 71 _ PERM #' 0 7 _57 O LOCATIO : ,c � n f. `� DAT' : -/6"--- 06P- COMMENTS: ?COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Thro_gh Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(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 Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. 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 'h doors > 10%> 1000 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/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 Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" ���Q`� Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] c J \� Active Listening System and Signage Assembly Space Final Electrical �✓ Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. �t , k As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway F _Water Fountain or Cooler 12 Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request re2ei :,) Queensbury Building & Code Enforcement Arrive: \t',i ) am/ppart: am 742 Bay Road, Queensbury, NY 12804 Inspectors Initials: A _..., NAME: '-U I.> Pe37' PERM #: 07 --tsgc, LOCATION: . TATE RDk = Gl INSPECT ON: ,c - -o8 TYPE OF STRUCTURE: tif Y N N/A NailliRg / Nail Plates 1 � TPt Lt. MKPlumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size J - -M' F- '2_,_ Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction / �1'2F— ✓ J Pressure Test Drain Vent ✓ He d ;/ 5 P.S. 10 ft. above highest connection for 15 minutes sure Test Water Supply Piping Air / Head - --_ 50 P.S.I for 15 minutes -, �� Residential Check/ Commercial Check ' / Proper Vent, Attic Vent ,-5(6 (,001) Duct/ Hot Water Piping Insulation If required unheated spaces _ _ ' Combustion Air Supply for Furnace — R Duct work sealed properly / No duct tape ` COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report revised Nov 17 2003 doe Revised February 15,2005 .`")/ (e/i(r-Sc (c- /. Framing / Firestopping Inspection Rport Office No. (518)761-8256Date Inspection req , _ •:, Queensbury Building &Code Enforcement Arrive:l as • -rt: -T arr j im7 742 Bay Road, Queensbury, NY 12804 Inspector's Initial 4. cr--` (- e-" \ NAME: ( ( {i k)Ct 1 • • RMIT#: / r( LOCATION: r `fit 7 INSPECT ON: j / f',P TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers 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 Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour wail 2'n, 3, hour Flrestoppl g ene 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 L:1Buildirg&Codes Forms-OLD\Building&CodesUnspection Forms\Framing Firestopping inspection Reportdoc Revised January 7,2008 . ' . - , ` - '` ` ' . _- -_ . _ . . � � -- ��7 ------ ( �� - . --Tit/4- 1355 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: —137-0 NAME: LOCATION: is L...�L Pck? PERMIT#: T -5-4/0 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has been: Crai_ :rown,Zoning Administrator • Notes: L:\SueHemingway\Building.Codes.lnspection.FORMS\Final Survey Zoning Administrator.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. O ) 916 Town of Queensbury 742 Bay Road ,.// ' U r� Queensbury,NY 12804 Scheduled Inspection Date: 'S 1°x'71 a,;,. Time: Phone: (518)761-8206 Business Name: &Id 144S L1 4-e,• a LF - Fax: (518)745-4437 Location: 12-vC Type of kupechion N/A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign—normal Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hung F(( arch 1 Inwn Inspection of extinguisher igyi StIQea app iHfQQilhh 6666 GOGBs a ova FIRE ALARM SYSTEM / �j r ,7 tr. Fan Shutdown t�� Fire Sprinkler System Fire Suppression—kitchen Fire Suppression—Gas Islan FI Generator [► ,Lr . • ;_y$U Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Signage—Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issu- the Ce . at- of Occupancy) u Denied /call for Recheck inspected By: kllik L:\FireMarshal\New Folder\permitto occupyform.doc Commercial Final Inspection Repo Office No.: (518) 761-8256 Date Inspection q :f t. Queensbury Building&Code Enforcement Arrive: 'ZSr/,p P Depart: / 7 a 742 Bay Road,Queensbury,NY 12804 Inspectors Initia NAME: Fv 0 p T PERMIT ,:__Ca=4. t-{ LOCATION: .5T 4TE. ? T1 DATE: _ — — COMMENTS: M1kJteirog t.,_F 11,k)\ao yi N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete V Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks f Interior/Exterior Ballisters 4 in. Spacing Platform/Decks V e-Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required / Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. ✓/ Gas Valve Shut-off Exposed&Regulator(18")Above Grade ✓� Floor Bathroom Watertight/Other Floors Okay Q * Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum / N v, Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System _ v' :> j'JQ Fresh Air Supply for Occupancy/Ventilation Combustion 4'\�,` Low Water Shut Off For Boilers ✓ V Gas Furnace Shut Off Within 30 ft. or Within Line Of Site / �c�, Oil Furnace Shut Off at Entrance to Furnace Area ./ Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 /z doors > 10%> 1000 sq.ft. ✓ L J���� 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire � � '� Dampers/Fire Doors C Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame //: r,'JFK 1° Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" ✓ `�v✓ Smoke Vents Or Fan, if required ,/ Elevator Operation and Signage/Shaft Sealed / f Handicapped Bathroom Grab Bars/Sinks/Toilets V Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] _ / Active Listening System and Signage Assembly Space ✓ * Final Electrical C_0\)EPS a Site Plan/Variance required Y * Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File 1 A.1). ‘ Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O _ Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commerc fl Inspection Report.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MU CIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No.0 —5/aO Nert. 1 4 7 2 Cut in Card No Owner cr.,(it) 5 e 7-- Location Location .�1 57 Install ion Consisting of f � P.3 genii i ‘ 74-'763 kJ 1-J-1. E'�I1�,Li 1... c /T 4,,r /-/S7rd CZ- Ale 747- Installed By S!7JV1 c'-Ai Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki Aitispections at any time, and if its rules are violated,the Company shall have the right t ok- th ica w Date -Z'7 — aaINSPECTOR.. 9 ,, Member N.F.P.A.,I.A.E.I. t ilk 1 - - ri Commercial Final Inspection Report C% — Office No.: (518) 761-8256 Date Inspection requ- , =. : ,.- -0 aQueensbury Building &Code Enforcement Arrive: V%-t5U a 4',(Depart: Ws - • (pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ''� NAME: C6-2 I PERM{ 7 -s-yo / LOCATION: 63 `71Ytfe ie---T_q DATE: q?. L IoY f ti CONTS: Y N NA tf1�gLN�TEc-�`5 +�� c� Chimney/'B'Vent/Direct Vent Location r c4-.',' c- %T-©r CA=, - Plumbing Vent Through Roof 6"/Roof Complete �� Exterior Finish/Grade Complete 6'in 10'or Equivalent ✓ - Nt... bWc11AL %*3+, E Interior/Exterior Guardrails 42 in. Platform/Decks0 / MJWE-t, ®►J Interior/Exterior Banisters 4 in. Spacing Platform I Decks ,/ 31 Stair Handrail 34 in.-38 in./Step Risers 7"I Treads 11" Puat.4 L b .616. 1 Vestibules For Exit doors>3000 ..ft. An Doors 36 in.w/Lever Handles/Panic Hardware, if required / F� 1% Rv Exits At Grade Or Platform 36(w)x 44'(1)/Canopy or Equiv. ;/ • _ FA Gas Valve Shut-off Exposed&Regulator(18")Above Grade SRL P'�k�� �� Floor Bathroom Watertight/Other Floors Okay 't'x c.-.4 (C'EVT\Fk __0_, Relief Valve,Heat Trap!Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System / Fresh Air Supply for Occupancy/Ventilation Combustion ^' ��� _ �� -------:/Low Water Shut Off For Boilers / ;;� $�3�C 5 A\��1-- Gas Furnace Shut Off Within 30 ft. or Within Line Of Site ✓ Oil Furnace Shut Off at Entrance to Furnace Area 1 'VK 'tP1Jc07,-• Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors j i?--Ei-A e N W V- > 10%> 1000 sq.ft. Ji ' Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire 1 t35�Ao-- -1-1/431, c_-%is Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame ji v _ Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" `"` E �'`� Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed " �� V__-.4Sk• ,ep Qh41-to: Handicapped Bathroom Grab Bars/Sinks/Toilets ,6%A4„ - Handica• •-• Bath/Parkin. Lot S s !e Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond[Both " 1 NtM��i �.c N` sides] / ✓/ �M/ /t� Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded f Site Plan/Variance required J Final Survey, New Structure I Flood Plain certification,if req+, * As-built Septic System Layout Required or On File (ApEck 04., Building Number or Tenant Address on Building or D way Wr Water Fountain or Cooler ,- Building Access All Sides by 20'/Driveable Surface 20'wide / Okay To Issue Temp.or Permanent C/O v/ Okay To Issue C/C L:1Building&Codes Forms\Butlding&Codesllnspection Forms\Comrnercial Final Inspection Report.doc Revised January 7,2008 k. t '` .. VISION ENGINEERING, LLC 4 Glens Falls Technical Park,Box#3 Glens Falls,NY 1 2801 Phone:(518)792-9264 .*q41q11%16000111.11r.' Fax:(518)792-9282 May 22, 2008 Town of Queensbury 742 Bay Road Queensbury, NY 12804 Attention: David Hatin, Building & Codes Department RE: Miniature Golf Course Club House Fun Spot, Route 9 Queensbury, NY It is my understanding construction of the miniature golf course club house at the above referenced project location is near completion.This letter is being forwarded regarding structural observations and project review which occurred over the last few months. Based on several field visits and construction observations conducted by VISION Engineering, the club house building has been constructed in general conformance with approved plans and specifications. Please do not hesitate to call if you have any questions or require additional information. Si.;-rely, of N e 1�1- DanieL an, P.E. f cQ��n_Fl_'✓. Pf�A 0,-<\ VISIO ngmeering, LLC , �jc '<, 7- * \ I i j w j \ i 0 Quality ■ Experience ■ Service ■ Teamwork Inspection for Permit to Occupy171t) Fire Marshal's Office Request Rec'd Permit No. 0.1 ,S(1C) Town of Queensbury 742 Bay Road I�cI �d Queensbury,NY 12804 Scheduled Inspection Date: 1 Time: — Phone: (518)761-8206 Business Name: C,wL PR$4,4 42v. QocF- Fax: (518)745-4437 Location: ez-/ Type of kapecllon N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure / Exit Discharge f AISLES: �AkJSS Main Aisle Width A.04 SOD "t'0"- Secondary Aisle Width p S la�.' EXIT SIGNAGE Sign-normal / Sign-battery / i/ EVAC signs in rooms TRUSS ID SIGNAGE * EMERGENCY LIGHTING 7 FIRE EXTINGUISHER: Hung Inspection of extinguisher / Lt-e4-' k"`"`" (--?E - J RRE Fan Shutdown SYSTEM f Lt Si i f a�silP"'�4in'T T E Are Sprinkler System / Fire Suppression-kitchen t N cs e/N�A r Fire Suppression-Gas Islan / Generator r Hood Installation Elevator Interior Knishes Storage j Compressed Gas ��-\\ nn Clearance to Sprinklers / TU l.,►C C v 0✓`'f Clearance to Electrical / 11 Electric Wiring Enclosed/Labeled !/ Combustible Waste / r/ Vehicle Impact Protection Knox Box F.D.Signage-Utility Rooms / No Smoking Signs / Maximum Occupancy Sign / Emergency Evacuation Plan v Approved (If no other approvals apply,the B&C Office will is e ,= = ificate of Occupancy) cj Denied /call for Recheck Inspected By: L:\RreMarshal\New Folder\permitto occupyform.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: `i ) am/pmDepart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ��s NAME: UPJ p - PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N /A Rough Plumbing Nail Plates Plumbing V= /Vents in Place minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check ✓ Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape _ COMMENTS: c I��,b �~ /4) � 01)4- capz.„-- 040 Ate." 0.4-404.9p Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 l-- E L.&gib . Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection req - ed Queensbury Building&Code Enforcement Arrive: VT) a, .,. 's- rt: 12.-'k1D am/ ' 742 Bay Road,Queensbury,NY 12804 Inspectdf's Initial . A ' I NAME: fittsp-,71 . �-/ PERMIT#: / 7''✓4/0 LOCATION: ,()_ S'" `JT6de, '71. 7 INSPECT ON: j�y -2_. TYPE OF STRUCTURE: � ___.,,,, Q_---i:A-0 Y /A Framing COMMENTS Attic Access 22"x 30"minimum 0`-- `; Jack Studs/Headers Bracing/Bridging v ,l 4 � Joist hangers Jack Posts/Main Beams I// Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. i; Notches/Holes/Bearing Walls J Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses 0/1 , • .•---• 6 ft. or less on center ( V Ice and water .hield 24 inches from wall • i - .. ation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ^ - am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: ', --.`')i.. 1 NAME: iL �N � t�' PERMIT#: LOCATION: - INSPECT ON: TYPE OF STRUCTURE: a, ? ' ye:PA Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls I Metal Strapping for Notches Top Plate 1 IA(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 vi IL Fire separation 1, 2,3 hours Fire wall 2, 3,4 hour L"0`'''� j�'" Firestopping Penetration sealed fi 1 1��J� �,�', q'1� J 16 inch insulation in cavity min. CAM1"�'"r_ i (,.-- Garage Fire Separation House side %2 inch or 5/8 inch Type X -- Garage side 5/8 inch Type X Ceiling/wall _ I Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade � 5.0 sf grade 8-/a /Vto -ca -( Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re• - ive'. Queensbury Building & Code Enforcement Arrive:11. �f: •- .art: ir %ale • 742 Bay Road, Queensbury, NY 12804 Inspector's In! -" NAME: 614._S /- PERM !' #: LOCATION: /035 / > 1_ . INSPECT ON: r , TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Wa - . .ly Piping / it -ad C 50 P.S.I for 15 minutes Insulation / R- - dential Check/ Commercial Check • ••- - , Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly] No duct tape . L COMMENTS: C • L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 kcs.bA. Foundation Inspection Report Office No.(518)761-8256 Date Ins r- do -.uest received: Queensbury Building&Code Enforcement Arrive:C: pt Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspec .rs Initials: NAME: firopo4 PERMIT#: 07- 14/ec/O . LOCATION: R+.1 INSPECT ON: /0 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inche 6 ly for wet areas under s a BackfillpA pp 8vai 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 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins. 'on. -•uest received: Queensbury Building&Code Enforcement Arrive: ;;; : pm_ © Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect.is als: V NAME: �ii112 f —6- PERMIT#: 0 - 56) LOCATION: Rr- INSPECT ON: ©AIM-0 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 the concrete. gefirA-1.A-01)C-'" /` , � vl,) 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 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 12/20/2005 9:24:00 AM -// MOIAdaA7 Foundation Inspection Report Office No.(518)761-8256 Date Ins tipJequest received: Queensbury Building&Code Enforcement Arrive: , 'S am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect° s Initials: -.lac- NAME: ( 0 ;Q PERMIT#: L� LOCATION: �. - P_ INSPECT ON: 111 -gr, 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. �C �, ( ,Co L13 Reinforcement in P .ce f • rowels or Keyway in place 4,26 tit) 5 & <, Foundation Dampproofmg 17('--"C A-I L.— Foundation Waterproofing Footing Drain Daylight or Sump43 (} Ar 1 el-0/e fret , 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 12/20/2005 9:24:00 AM I- 3 Fr/dal . Foundation Inspection Report Office No.(518)761-8256 Date Inspection •ues «-• ed- Queensbury Building&Code Enforcement Arrive: "- 'f: J� Depart: I a p� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini s• NAME: rvi& Sp, OP i #: 0 7 —5/9 .LOCATION: /U3.- vy>} e Fov�r SPECT ON: /0 —r— TYPE OF STRUCTURE: , Comments ---.. t 1) (N'' ___ ----. 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 einforcement in Place igioFooting Dowels or Keyway in place (undation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: ),/ef,„in 12 inch width csabovefooting6 mil . .ly for wet areas under slab ckfill • .prov_al •'u u g 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 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspectio equee � O 64T/ ' Queensbury Building&Code Enforcement Arrive:`�'ft 5. /A4 / Depart: (pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Iruti NAME: A ERMIT#: 7" © LOCATION: �!L'�[1►;� :� i /�i SPECT ON: 6 �t/J• a CT./ a40 TYPE OF STRUCTURE:_.. Comments 9& 641,JAk1/( 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 17/ 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 12/20/2005 9:24:00 AM 2 -1i . Thurs Foundation Inspection Report Office No.(518)761-8256 Date Ins tion req,-41114, 11/-- Queensbury Building&Code Enforcement Arrive: i 6 Et, : i' pDepart: 742 Bay Rd.,Queensbury,NY 12804 Inspector' ii NAME: 6,, LTON,LOCAON: /p 3 5— g#.? TYPE OF STRUCTURE: Comments Y N N/A ' Footings — t Piers • • • ithic 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 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 12/20/2005 9:24:00 AM APR-01-2008 11:36 From: To:5187454437 P.1/1 — ,_ °O 1 25-.0 r #47C1° * r. DA111R 4 Abp 2.1% ATRl1GT10N AT� SOA '' u fjo f:- UTLIP( ROM rtA1112012.4 FIERIMETERA ,0,.... ,.. i `l 1 y ? —r PET s_ 2-0 IA'T----- RF1{MVrS . e) . III V---6" 4" T`rPIr,N� IfIJ! 017.,,,..---,�WI - -' rLOIT� IV� ��S" sr�M, , i ° _ e rrP'c''`1' WALL --- I It'�Pl tt ,30 .0 A „, _ 74 071Uff �l I?. ::._r V PdF�'fON Q'° ` v Z-0' WI 6GI 41 TO re ALc.L'e6Q1-f-' ..r,- — ". ic NICE MM. '56" WIDE *LTICH �O a 1 ' CANTER/ X MAIC 'JC 11161-..- ' Q r N `-. ' LLice TRAY N. p _ y %'•'. .;� /:!l�Yii% fMAV :,4/.. / ,%i::5i % :..i.jfi; i . iif%ff 4 I/. STR�T . f ; 6%•,'/:Y',X1•..., rr:, ffj :r/f ,. yi NALATEPPAWL-4 i �. ,� .. s: . / : ,.. i :':e:�; i.; % r.4 " IAN i ATP TER. UN D . L. Y II N ma,eA _ .. ''., • [ la, ir .1, : ry aIIIIIM ►., 4xWIiI!1111 : : - inpin Li *A It �: '' A �� R14R AT 4 1/I t Q O °' 13r AT Ir± V ACA LIGE CAJNIVR -_ sAMP I'-6 I/A r a-19 9/A 7-r 17-d '/A" ,r r 1 1/4- s 14-6 } i �4 - " �F 3F 4" 1 °9-,4' s I25--1, /�FIRsr BOOR PLAN V ve-rte Tarn_ moat sPA mo Post-it'°Fax Not° �XWr` (7671 Da e:3 7A? 41 p. [ M /1. .r // 746411 nm n /11071/l i 71/ Fun) 5 P� ADA Ca 1,NTre UN-I,�u-�' Pric--- Plxxx.:it /".r.5 - F(ix, 4. ^4.4 3 7 Fax N c� z 0 0 I- 14- 0 0 V) Z 0 U U a w >o T_ oo r cn .E T 0 0 m V) 0 V) co 0 °V E E 0 Q 0 0 co a 0 n c� O N I 0 0 ui LL TOP OF GRATE — 471.75 //N(COWRACTOR TO FlELD VERIFY PRIOR TO FINAL GRADING) TOP OF GRATE — 471,75 &(CONTRACTOR TO FIELD VERIFY PRIOR TO FINAL GRADING) EXISTING WATERSIDE TO BE REMOVED & ALL WATER SLIDE UTILITIES PARKING AREA PAVING CONSTRUCTION; SEE ARCHITECTURAL DRAWINGS 1Y2"--2" WASHED CRUSHED STONE 16" MIN.?/ 12MAX. �X \\� INLET PROTECTION ia TOP OF GRATE - 47 . (CONTRACTOR TO FIELD VERIFY PRIOR TO FINAL GRADING COMPACTED FILL; Lt..►„� COMPACTION 70 957o STANDARD PROCTOR SEE ACCEPTABLE FILL MATERIAL TABLE CULTEC 410 FILTER /—FABRIC (TYP.) �y/\y/may C\U/LT/�C\RE/C/HA/ GER 330 H D TYPTHEAVY DUTY H-20 CHAMBER (TYP.) (SEE TABLE C3.1 FOR # OF CULTEC UNITS IN EACH "POND") INFILTRATION CHAMBER INSTALLATION SECTION SCALE: N.T.S. FINISHED GRADE SLOPE GRADE TOWARD G RATE NOTE: C 1 --1 (TYP.) 30" TOP SLAB C1 rrrrrrrM�rrrr }v a ....iY ..•arw+•.. TO tFlELD '4T0/ TSM w 33 -- 52" GRAY MED SAND W/ SOME SILT SUBSURFACE INVESTIGATION: i + A.: ��� f� 3 {• {"�' a Wim, 0 5,—ops 1 0 STANDARD �- SECTION „0 42 — 50" BROWN SAND LOAM DATE 50 — 63" BROWN SAND LOAM W/STONE TO 8" 8" 63 — 120" GRAY SAND &STONE 8" 26 SECONDS. SOME MOTTLING @ 84" DRAWIN-G: TEST PfT #2 STORMWATER PLAN 6CRUSHED STONE BASE CSE STAR[ ZED PERCOLATION RATE OF 0 MINUTES 10" BROWNN COARSE SAND PERCQLATION TEST J.3 20" BROWN COARSE SAND W/SOME SILT &STONES TO 8" TEST DEPTH: 60" 96" BN/GRAY COARSE SAND &STONES SOIL: RED/BROWN COARSE SAND/SILT 131" LT BN VF SAND W/TRACE SILT STABILIZED PERCOLATION RATE OF 2 MINUTES 10 SECONDS. PERCOLATION TEST #4 (T) TEST DEPTH: 54" SOIL: BROWN COARSE SAND & STONE .A) 18 SECONDS. =` e-+, ,-.)- .V)CD q . ���a_ CD r{ { c� z 0 0 I- 14- 0 0 V) Z 0 U U a w >o T_ oo r cn .E T 0 0 m V) 0 V) co 0 °V E E 0 Q 0 0 co a 0 n c� O N I 0 0 ui LL TOP OF GRATE — 471.75 //N(COWRACTOR TO FlELD VERIFY PRIOR TO FINAL GRADING) TOP OF GRATE — 471,75 &(CONTRACTOR TO FIELD VERIFY PRIOR TO FINAL GRADING) EXISTING WATERSIDE TO BE REMOVED & ALL WATER SLIDE UTILITIES PARKING AREA PAVING CONSTRUCTION; SEE ARCHITECTURAL DRAWINGS 1Y2"--2" WASHED CRUSHED STONE 16" MIN.?/ 12MAX. �X \\� INLET PROTECTION ia TOP OF GRATE - 47 . (CONTRACTOR TO FIELD VERIFY PRIOR TO FINAL GRADING COMPACTED FILL; Lt..►„� COMPACTION 70 957o STANDARD PROCTOR SEE ACCEPTABLE FILL MATERIAL TABLE CULTEC 410 FILTER /—FABRIC (TYP.) �y/\y/may C\U/LT/�C\RE/C/HA/ GER 330 H D TYPTHEAVY DUTY H-20 CHAMBER (TYP.) (SEE TABLE C3.1 FOR # OF CULTEC UNITS IN EACH "POND") INFILTRATION CHAMBER INSTALLATION SECTION SCALE: N.T.S. FINISHED GRADE SLOPE GRADE TOWARD G RATE NOTE: C 1 --1 (TYP.) 30" TOP SLAB C1 rrrrrrrM�rrrr SOLID CONCRETE BASE 2 C1 6" TEE HEAVY oun casr IRON FRAME & GRATE (RISER(S) AS NEEDED) 8" (MIN.) I \ CULTEC INSTALLATION _ S EE SECTION A �`iw ..'J: ..` ,: Y' ••,.: :'./fir+`N.. �:. ��1'i s: -+•.7f: .14 �: "'. •.. .. v. :., ••1, ON THIS DRAWING y+K.f [•f�. � •.'•�. .1� .:.lY- `l � } • �; �V ��N"... n... H.N IY•.�v 1t� • ••}, r ti 'mak' . .:Y 1 .t. .^ •yam ,:. �: i,. r,•r.: ,. •.;• :.'i ... ,b. :y FORT MILLER DRYWELL , OR EQUIVALENT 1 0, 8)-071 CLEAN (WASHED) UNIFORM SIZE COBBLES (PREFERED), CRUSHED 12--0 (MIN,) STONE OR GRAVEL 2' (MIN.) MEDIUM SAND (ASTM C--33 CONCRETE SAND) DROP INLET/--DRYWELL D SCALE: N.T.S. UP, 8'0 DROP INLET/ DRYWQI (IYP* IN 13 LOCATION�} °p .�------- x-----__ co �o� T LLL lIxY 1 �X � too" mom" M n STORMWATER PLAN SCALE: SEE GRAPHIC SCALE CONDITIONS OF APPROVAL: SITE PLAN N0. 35-2006 PLANS HAVE BEEN APPROVED UNDER THE AUTHORITY OF A RESOLUTION ADOPTED APRIL 26, 2006 (VALID THROUGH 04/26/07) BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: 1. THAT THE TOWN OF QUEENSBURY PLANNING BOARD WILL GRANT WAIVERS FOR THE DRIVEWAY SEPERATION INTERIOR LANDSCAPING REQUIREMENT. 2. THAT THE APPLICANT AGREES TO INSTALL ALL OF THE NOISE ABATEMENT MATERIALS TO THE INTERIOR OF SKATELAND IN EXPIDITED FASHION. THIS SHOULD BE ACCOMPLISHED IN PHASE i OF THE PROJECT. APPLICANT AGREES TO KEEP THE WINDOWS CLOSED AS AN ADDITIONAL NOISE ABATEMENT MEASURE. 3. THAT THE APPLICANT MUST OBTAIN VISION ENGINEERING SIGNOFF. 4. THE APPLICANT WILL PROVIDE AS—BUILT PLANS TO CERTIFY THAT THE SITE PLAN IS DEVELOPED ACCORDING TO THE APPROVED PLANS PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY AND, IF APPLICABLE, TO BE COMBINED WITH A LETTER OF CREDIT. 8--19-1982 (648/262) GRAPHIC SCALE 20 40 80 (IN FEET ) RESERVED 12 "X 18 i, M.U.T.D. PARKING + GENERAL NOTES: I�! A�L G-1) PLAN BASED ON SURVEY MAP PROVIDED BY NORTHFIELQ DESIGN FOR THE FUN SPOT DATED 5/22/26, STABILIZED LIMITED FIELD MEASUREMENTS BY JARRETf— MARTIN ON 6/06/06 AND A SURVEY BY VAN DUSEN & 5TEVES CON UCTIQN SND SURVEYORS ENTITLED "MAP OF A TOPOGRAPHIC SURVEY MADE FOR SKATELAND/ FUN SPOT". C1 E E 1 � ^ G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR i0 INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT A5 INDICATED. �r- <7,�7 i am OF 4746 DRAWING NOTES:TRACTOR TO 5 %�VERiFY Cl -1) 6" (MIN.) THICK TOP SLAB IN NON—TRAFFIC AREAS, COVER DESIGNED FOR H-20 TRAFFIC LOADING FOR AREAS SUBJECT TO VEHICULAR TRAFFIC. Z TO FINALRADtNG) C1-2) CONTOUR LINES WEST OF THE MAIN BUILDING ARE APPROXIMATE AS COMBINED FROM THE T4V0 SURVEYS. � �A TOP OF RIM ELEVATIONS ARE TO BE VERIFIED DURING CONSTRUCTION, cTP1=1 ("uAKI1\1171 HANDICAP SIGN POST DETAIL SCALE: N.T.S. E — 471.75 1 TO tFlELD '4T0/ TSM w 33 -- 52" GRAY MED SAND W/ SOME SILT SUBSURFACE INVESTIGATION: i + PERFORMED BY JME 4N 06/06/06 0 0 — 10" DARK SANDY TOPSOIL 0 5,—ops 1 0 STANDARD �- SECTION SOLID CONCRETE BASE 2 C1 6" TEE HEAVY oun casr IRON FRAME & GRATE (RISER(S) AS NEEDED) 8" (MIN.) I \ CULTEC INSTALLATION _ S EE SECTION A �`iw ..'J: ..` ,: Y' ••,.: :'./fir+`N.. �:. ��1'i s: -+•.7f: .14 �: "'. •.. .. v. :., ••1, ON THIS DRAWING y+K.f [•f�. � •.'•�. .1� .:.lY- `l � } • �; �V ��N"... n... H.N IY•.�v 1t� • ••}, r ti 'mak' . .:Y 1 .t. .^ •yam ,:. �: i,. r,•r.: ,. •.;• :.'i ... ,b. :y FORT MILLER DRYWELL , OR EQUIVALENT 1 0, 8)-071 CLEAN (WASHED) UNIFORM SIZE COBBLES (PREFERED), CRUSHED 12--0 (MIN,) STONE OR GRAVEL 2' (MIN.) MEDIUM SAND (ASTM C--33 CONCRETE SAND) DROP INLET/--DRYWELL D SCALE: N.T.S. UP, 8'0 DROP INLET/ DRYWQI (IYP* IN 13 LOCATION�} °p .�------- x-----__ co �o� T LLL lIxY 1 �X � too" mom" M n STORMWATER PLAN SCALE: SEE GRAPHIC SCALE CONDITIONS OF APPROVAL: SITE PLAN N0. 35-2006 PLANS HAVE BEEN APPROVED UNDER THE AUTHORITY OF A RESOLUTION ADOPTED APRIL 26, 2006 (VALID THROUGH 04/26/07) BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: 1. THAT THE TOWN OF QUEENSBURY PLANNING BOARD WILL GRANT WAIVERS FOR THE DRIVEWAY SEPERATION INTERIOR LANDSCAPING REQUIREMENT. 2. THAT THE APPLICANT AGREES TO INSTALL ALL OF THE NOISE ABATEMENT MATERIALS TO THE INTERIOR OF SKATELAND IN EXPIDITED FASHION. THIS SHOULD BE ACCOMPLISHED IN PHASE i OF THE PROJECT. APPLICANT AGREES TO KEEP THE WINDOWS CLOSED AS AN ADDITIONAL NOISE ABATEMENT MEASURE. 3. THAT THE APPLICANT MUST OBTAIN VISION ENGINEERING SIGNOFF. 4. THE APPLICANT WILL PROVIDE AS—BUILT PLANS TO CERTIFY THAT THE SITE PLAN IS DEVELOPED ACCORDING TO THE APPROVED PLANS PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY AND, IF APPLICABLE, TO BE COMBINED WITH A LETTER OF CREDIT. 8--19-1982 (648/262) GRAPHIC SCALE 20 40 80 (IN FEET ) RESERVED 12 "X 18 i, M.U.T.D. PARKING + GENERAL NOTES: I�! A�L G-1) PLAN BASED ON SURVEY MAP PROVIDED BY NORTHFIELQ DESIGN FOR THE FUN SPOT DATED 5/22/26, STABILIZED LIMITED FIELD MEASUREMENTS BY JARRETf— MARTIN ON 6/06/06 AND A SURVEY BY VAN DUSEN & 5TEVES CON UCTIQN SND SURVEYORS ENTITLED "MAP OF A TOPOGRAPHIC SURVEY MADE FOR SKATELAND/ FUN SPOT". C1 E E 1 � ^ G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR i0 INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT A5 INDICATED. �r- <7,�7 i am OF 4746 DRAWING NOTES:TRACTOR TO 5 %�VERiFY Cl -1) 6" (MIN.) THICK TOP SLAB IN NON—TRAFFIC AREAS, COVER DESIGNED FOR H-20 TRAFFIC LOADING FOR AREAS SUBJECT TO VEHICULAR TRAFFIC. Z TO FINALRADtNG) C1-2) CONTOUR LINES WEST OF THE MAIN BUILDING ARE APPROXIMATE AS COMBINED FROM THE T4V0 SURVEYS. � �A TOP OF RIM ELEVATIONS ARE TO BE VERIFIED DURING CONSTRUCTION, cTP1=1 ("uAKI1\1171 HANDICAP SIGN POST DETAIL SCALE: N.T.S. E — 471.75 1 TO tFlELD '4T0/ TSM FINALr 33 -- 52" GRAY MED SAND W/ SOME SILT SUBSURFACE INVESTIGATION: i + PERFORMED BY JME 4N 06/06/06 REVISED PER TOWN COMMENTS 0 — 10" DARK SANDY TOPSOIL 11/14/06 TEST PIT # 1 I� Q — 4" CRUSHED STONE BASE CSE l� 4 — 42" SAND, GRAVEL FILL W/CONCRETE CHUNKS „0 42 — 50" BROWN SAND LOAM DATE 50 — 63" BROWN SAND LOAM W/STONE TO 8" 8" 63 — 120" GRAY SAND &STONE 8" 26 SECONDS. SOME MOTTLING @ 84" DRAWIN-G: TEST PfT #2 STORMWATER PLAN 6CRUSHED STONE BASE CSE STAR[ ZED PERCOLATION RATE OF 0 MINUTES 10" BROWNN COARSE SAND PERCQLATION TEST J.3 20" BROWN COARSE SAND W/SOME SILT &STONES TO 8" TEST DEPTH: 60" 96" BN/GRAY COARSE SAND &STONES SOIL: RED/BROWN COARSE SAND/SILT 131" LT BN VF SAND W/TRACE SILT TEST P IT # 3 1 0 -- 8" DARK SANDY LOAM TOPSOIL TSM 8 -- 33" BROWN/FINE SAND LOAM 33 -- 52" GRAY MED SAND W/ SOME SILT TSM 52 _ BROWN/RAY COARSE SAND & STONES TO 24" TEST PIT 4 REVISED PER TOWN COMMENTS 0 — 10" DARK SANDY TOPSOIL 11/14/06 10 — 78" BROWN COARSE SAND & STONE TO 10" 78 — 120" GRAY COARSE SAND 06/15/06AQ PERCOLATION TEST 1 SUBMITTED FOR SITE PLAN REVIEW TEST DEPTH: 72" DATE SOIL: GRAY COARSE SAND W/LARGE STONE TO 8" STABILIZED PERCOLATION RATE OF 0 MINUTES 26 SECONDS. PERCOLATION TEST 2 DRAWIN-G: TEST DEPTH: 78" STORMWATER PLAN SOIL: BROWN/GRAY COARSE SAND W/LARGE STONE STAR[ ZED PERCOLATION RATE OF 0 MINUTES 17 SECONDS. PERCQLATION TEST J.3 THE FUN SPOT TEST DEPTH: 60" NYS ROUTE 9 SOIL: RED/BROWN COARSE SAND/SILT QUEENSBURY, NEW YORK STABILIZED PERCOLATION RATE OF 2 MINUTES 10 SECONDS. PERCOLATION TEST #4 TEST DEPTH: 54" SOIL: BROWN COARSE SAND & STONE STABILIZED PERCOLATION RATE OF 1 MINUTES 18 SECONDS. STORMWATER LEGEND: EROSION CONTROL: TEST MOLE: PERCOLATION TEST: � �STORMWATER FLOW ARROW: �•� 08/15/07 1 ISSUED FOR CONSTRUCTION/ PLANNING BOARD APPROVAL TSM 03{15/07 REVISED PER TOWN COMMENTS TSM 01/12/07 REVISED PER TOWN COMMENTS TSM 11/14/06 REVISED PER TOWN COMMENTS SM/PD 06/15/06AQ SUBMITTED FOR SITE PLAN REVIEW TSM DATE REV # ISSUED /REVISIONS BY DRAWIN-G: STORMWATER PLAN cl MINIATURE GOLF COURSE SITE PLAN THE FUN SPOT NYS ROUTE 9 QUEENSBURY, NEW YORK JARRETT —MARTIN ENGINEERS, PLLC H. THOMAS JARREfT PROFESSIONAL ENGINEERING P.E. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT O 2006 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAWING 1fTH A BLUE SEAL SHALL SECONSIDERUTRUE JUNE 2006 PRO # 06-044 SHEET: 1 OF 4 AND VALID ALTERATION OF THIS OOCUMEN7D(CEPT gASESHEET SIZE: 22x34 PLOTTED / REVISED: 08/15/07 9:OOAM BY A LICENSED ENGINEER IS UNL4NFUL. S" STEM WALL \ Iwo CT> 1,_(v 114 FIfZsT FL.00IZ PL�4N I/4„=1�-dTOTAL rwaFz SPACE= m0± S.F. A!” TYPICAL 014 .1 ZA \1 C SPECIALTY WINDOWS (PIMENSIONS SHOWN ARE ROUCit OPEN IN(v MEASUREMENTS 12 A5 VIEWED FROM ME EXTERIOR) FIN ISI�ED FLOOR ELEV. 474'4' INSTALL VENT DUCT IN ATTIC OVER 15ATHROOM TO OAI�LE END WALL. COORDINATE OPENING WITH I NSU.... PANEL MANUF. AND OWNER PRIOR TO CONST. e=k IG / A e =n AO G" ALe V= CS V. 4452'-d' 4 I/2" srwUCruzAL '"S("TEP PANELS � TELEVATION 1� OVATION Ar PERIMETER, uN.o. noffR�% - 30 9 1/4/, _I NOTE: CONTRACTOR TO COORD I NATE WITH OWNER ALL HANDICAP AND AGGESSINLITY REQUIREMENTS FOR ACCESS, SIGNAGE, PASSENGER LOADING, AND ETC. WITH OWNER PRIOR TO CONSTf ZUCT I ON AND IN AGGORP. WITH NYS BUILDING GORE AND ANSI A 117.1. THIS STRWTURF- 15 REQUIREP TO PE INSPECTEP 15Y THE DESIGN Pf ZOFE661IONAL PLEASE CONTACT VISION ENGINEERING AT COMPLETION OF FRAMING PRIOR TO "GLOSlN0 IN" FOR FIELV VER11=16ATION. FIN IJP FLOOR ELEV. 47A!-6!' PLAN NOTES I. ALL PRIOR WALLS SMALL M 4 I/2" STATURAL INSULATED PANELS. 2. ALL INTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE. 3. �)AMROOM EXTERIOR WALLS ARE TXT, UNLESS NOTED OTHERWISE. 4. ALL INTERIOR DOORS SMALL M SOLID WOOD PRE—I UN& (--PANEL DOORS, UNLE55 OTHERWISE D IRE61 EP 15Y OWNER. VERIFY W/ OWNER PRIOR TO CONST. 5. WALL DIMENSIONS INDICATED ARE TO FACE OF STUD OR INS("TEP PANEL, UNLESS NOTED OTHERWISE. (P. EACH 15ATHROOM EXHAUST FAN MUST 15E VENTED DIRECT LY TO THE EXTERIOR. 7. ® — INDICATES LOCATION OF EMERGENCY LIC�tT AND EXIT LIC—)HT COM15INATION PACK IN ACCORPANCE WITH NYS 15UILDING GORE. S. © — INDICATES LOCATION OF EMERG. 1_I611T IN AWE WITH NYS BUILDING GORE. 5. THIS BUILDING WILL M USED SEASONALLY AND SMALL M "WINTERIZED" PRIOR TO EA641 WINTER. WINPOW SGt��DI�� PEsiONArioN Moya # ROx�-r aPEviNc� (wart) eCAss/visif5...e ur�rtr 10 REMARKS AO DI -I 11620 22 11511 X 49" 4.1 1= r2 2.3 FT 2- DOUBLE t1UNe 2 246 AT 16" OG WALL 64 7/6" X 49" 15AT'HROOM AND CONSTRUCTION AT TRIPLE DOUBLE t1UNe; OSPE6IAL-5EE ELEv SEE ELEV'S UTILITY {ZOOM 15ATHROOM PERIMETER #: NA REVISIONS TO HAVE DROP (-3-61PEs) CEILING / SEE DETAILS FOR HANDICAP 5 I/2// 5'-1" REq`MNTS 10 e V-0 1 /2„ N 2 / PW62UTILITY 10 ' FAN y FLOOR I W%AIN5Pwc� TYPICAL „ 5 L, J (TYP) ZS 3 0 �A QM 3 3 30 2 9 --LITE------ �,• 3 -------- --- -- AG6E55151 E SERV. � GouNTMAX. V' I -.-p" WIDE X 3q� t ial •. I I I �j Z I I I FINISH fi- :: SERVICE I I I `� -00R I I ELEV. (47*4) I I CTERS �I 1/ II II ..o . ® II TILE FLOOR 2$ TO DRAINS (TYP) I I :. f ILS I I B •• , I III i I I 5Y\5 DOUGLAS FIR =• I I N 7 -� I I 6.-UMNS (TYP) I I 5X12 POUeLAS FIR I I I � EAM FRAMING D \ A�(TYP.)I I I � I' M © — ----10— BASEMENT STAIR A A I4RAT(v7/51)f 13T" AT I I"± 30 S, O 314,/ 7,_1„ 7_6 3/4„ FIfZsT FL.00IZ PL�4N I/4„=1�-dTOTAL rwaFz SPACE= m0± S.F. A!” TYPICAL 014 .1 ZA \1 C SPECIALTY WINDOWS (PIMENSIONS SHOWN ARE ROUCit OPEN IN(v MEASUREMENTS 12 A5 VIEWED FROM ME EXTERIOR) FIN ISI�ED FLOOR ELEV. 474'4' INSTALL VENT DUCT IN ATTIC OVER 15ATHROOM TO OAI�LE END WALL. COORDINATE OPENING WITH I NSU.... PANEL MANUF. AND OWNER PRIOR TO CONST. e=k IG / A e =n AO G" ALe V= CS V. 4452'-d' 4 I/2" srwUCruzAL '"S("TEP PANELS � TELEVATION 1� OVATION Ar PERIMETER, uN.o. noffR�% - 30 9 1/4/, _I NOTE: CONTRACTOR TO COORD I NATE WITH OWNER ALL HANDICAP AND AGGESSINLITY REQUIREMENTS FOR ACCESS, SIGNAGE, PASSENGER LOADING, AND ETC. WITH OWNER PRIOR TO CONSTf ZUCT I ON AND IN AGGORP. WITH NYS BUILDING GORE AND ANSI A 117.1. THIS STRWTURF- 15 REQUIREP TO PE INSPECTEP 15Y THE DESIGN Pf ZOFE661IONAL PLEASE CONTACT VISION ENGINEERING AT COMPLETION OF FRAMING PRIOR TO "GLOSlN0 IN" FOR FIELV VER11=16ATION. FIN IJP FLOOR ELEV. 47A!-6!' PLAN NOTES I. ALL PRIOR WALLS SMALL M 4 I/2" STATURAL INSULATED PANELS. 2. ALL INTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE. 3. �)AMROOM EXTERIOR WALLS ARE TXT, UNLESS NOTED OTHERWISE. 4. ALL INTERIOR DOORS SMALL M SOLID WOOD PRE—I UN& (--PANEL DOORS, UNLE55 OTHERWISE D IRE61 EP 15Y OWNER. VERIFY W/ OWNER PRIOR TO CONST. 5. WALL DIMENSIONS INDICATED ARE TO FACE OF STUD OR INS("TEP PANEL, UNLESS NOTED OTHERWISE. (P. EACH 15ATHROOM EXHAUST FAN MUST 15E VENTED DIRECT LY TO THE EXTERIOR. 7. ® — INDICATES LOCATION OF EMERGENCY LIC�tT AND EXIT LIC—)HT COM15INATION PACK IN ACCORPANCE WITH NYS 15UILDING GORE. S. © — INDICATES LOCATION OF EMERG. 1_I611T IN AWE WITH NYS BUILDING GORE. 5. THIS BUILDING WILL M USED SEASONALLY AND SMALL M "WINTERIZED" PRIOR TO EA641 WINTER. WINPOW SGt��DI�� PEsiONArioN Moya # ROx�-r aPEviNc� (wart) eCAss/visif5...e ur�rtr CLEAR oPvc�/veNr AREA REMARKS AO DI -I 11620 22 11511 X 49" 4.1 1= r2 2.3 FT 2- DOUBLE t1UNe 2 IG20 64 7/6" X 49" 12.3 FT -2 6.9 FTI TRIPLE DOUBLE t1UNe; OSPE6IAL-5EE ELEv SEE ELEV'S TSD DTZ NA PTZ FIXED CUSTOM NO -TES: PEsir�vArioN MAwuF./MovEL # Rou6ri aPEvirC-; (WxH) I. ALL WINDOWS SHALL M MANUFAGTUREP 15Y L..OEWEN WITH LOW E, ALLN. CLADDING, AND GRILLES AS SHOWN. VERIFY FINISHES AND OPTIONAL FEATURES WITH OWNER PRIOR TO CONSTRUCTION. PROVIDE FULL HEIC-7HT SCREENS AT ALL OPERATING UNITS. INTERIOR FINISH SHALL M NAS DOUGLAS FIR. 2. REI=EER TO DRAWING #3 FOR NATURAL LleHT AND VENTILATION 6ALCALATIONS. 2 3. ALL MULTIPLE—UNIT WINDOWS SHALL 15E FACTORY MULLED, UNLESS NOTED OTHERWISE. VERIFY WITH MANUFACTURER PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL WINDOW SPECIFICATIONS, OPENINGS, AND AVAILA15ILITY WITH = MANUFACTURER PRIOR TO GONSTRUGTION. 5. ALL WINDOWS OPENINGS SHALL M PLACEP AT ('-Id' SPECIFIED FINISHED FLOOR ELEVATION. r15P Fr2 DOO�Z SG�fi�� PEsir�vArioN MAwuF./MovEL # Rou6ri aPEvirC-; (WxH) c�,ss/visite LIC -AIT uEAR aPNC-;/VENTAREA REMARKS Oi rev rw rev Fre rev Fre 3'-d' xire 2 rev rw r$v Frer� Frz v� 3'-d' moire 3 rev rw r$v Fre r15P Fr2 2'-a" xirE DOOR SCHEPUL E NOTES: I. CONTRACTOR SHALL VERIFY ALL DOOR SPECIFICATIONS, ROU011 OPENINGS, AND AVAILAf5ILITY WITH MANUFACTURER PRIOR TO G,ONST TION. 2. ALL EXTERIOR DOORS SHALL M DETERMINED PRIOR TO CONSTRUCTION, WITH LOW E AND C- RILL:ES. MATCH FINISH (DOUGLAS FIR WITH ALUM. CLADDINC7) OF WINDOWS AND VERIFY OPTIONAL FEATURES WITH OWNER PRIOR TO �STRUCTION. t � WALLS 15Y OTHERS R1/4"=10HT FVATION� ' d' OWNER is REQuIFEn TO RETAIN INvEPeWEvr TE5TIN6 ASC ENGY FOR GdMPAGTION AIS (,ONGiZETE TE5TIN6 DUZIWv GAJSTRUGTION. GUDMIT COPIES OF TEST REPORTS TO ENGINEER FOR REVIEW AND APPROVAL OW GOf'Y OF ALJ_. REPORTS SftAl1 PE S("ITTED TO TOWN OF G�ENr.�l,�Y PRIOR TO REqESTINC CERTIFICATE OF OGGU'ANGY. SEE NOTES FOR MORE INFO. :aopo i i° 0 PA LES ELEVATION TOWN n 0 11? FE`aSBURY /n"=I'-d' BUILDING & CGvES PT. Reviewed 8y" z5•-oAate: I fid' rr<\. CoNrwualn cavc. f I Foorire WITH (2-) #4 REirvF.� CONTINUOUS (TYPICAL UNO) I r/Foori� �v. (4a4)I I vwc� I _J 00, J-41 10. — A! -a' R-11 Fi�c�ss ROLL� Id' �aUv�AriaN wa�j INSULATION WITH 1715K F,�irvc� � (TYPICAL, u.N.o.) OVER coNriNuous �X4 fURRiNC-) TOP ANP �orroivi (rte. AT PERiMe ) snnaKE r/MARwr� SHELF ANP z' -d' Fri r � Pi� v. (47V-4 I /2') f STAIR w� .�I i1t�A�MENTU4�F T 16 OG�ISN� I�--- + i PARTI ION WALL a'" miuc car�crz�r� � ON�- — — � i AT SI OF 6RME ovER 6" GOWN'AGTED L -----1,1 I �� &�� � ��,o � II /STEM WALL #4XV—Oel DOWELS 3 —d jr;Pj!:;?IJARE FTC — — — — ELEV. (452!—a) AT I2" OG FOR 1NIT## A—#4 EAGF't WAY SITE WALL CONN. (EACHENP)25'—d' /FOUNDATION PLAN ��LE COPY T0WN0FQUEENv2U YOU! _A:R1, N T Bawd on our ImitM examinatbon, compliance with ur ments sell not be construe as ndtosting the pans and s Kati- s are In full complion t a Bul Ing Co*d Now York Ste i VC E VER HANDLREQUIRED N A l I PSCEn.,.,.. 0ao CM CQ ao � ba0 Pg cq CqE-+60 v ALL FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN. IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION CONTAINED ON THESE PLANS EXIST, THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION OF THE CODE, IN WHICH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. DIG SAFELY NEW YOR— CALL BEFORE YOU DIG WAIT THE REQUIRED TIME — CONFIRM UTILITY RESPONSE — RESPECT THE MARKERS — DIG WITH CARE SAFE DIGGING IS EVERYONES RESPONSIBILITY! PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. VISIT www.digsafelynewyork.com FOR ADDITIONAL INFORMATION. IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BYE FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ENGINEERED PLANS CONTAIN ENOUGH DETAILED INFORMATION TO CONSTRUCT A RESIDENTIAL LIGHT FRAMED SINGLE FAMILY DWELLING IN GENERAL CONFORMANCE WITH STATE AND LOCAL BUILDING CODES. PLANS TYPICALLY INCLUDE BUILDING ELEVATIONS, FLOOR PLANS WITH STRUCTURAL COMPONENTS, FOUNDATION PLAN AND DETAILS, AND BUILDING SECTIONS. ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEMS ARE NOT PART OF THESE PLANS AND SPECIFICATIONS AND IT'S RECOMMENDED THAT THESE ITEMS BE INLCUDED IN YOUR BUILDING CONTRACT. YOU SHOULD CONSULT A LOCAL DESIGN PROFESSIONAL FOR EACH ITEM TO VERIFY THESE COMPONENTS ARE DESIGNED AND INSTALLED ACCORDING TO THE APPLICABLE CODES AND REGULATIONS. ENGINEERS STAMP: --.,... �.vvna 3 HETHER I T RIOR OR z Mac. roq REvisIaris 5/10/07 � EXTERIO DORS 1 165(" FOR ter. 7/2-4/07 � SCALE: as NOTED T CE DATE: zoos KRAFT PAPER INSU ATION MUST RE DRAWN BY: wsioN v BY NOW 0 BUSTIBLE BARr'!>_ PROJECT: KEITH FERRARO N T CE FUN SPOT AM INSULATI N UST BE COVERS . Y A 15 MINUTI.T ERMAL gDRAWING TITLE � PLANS AND ����4,��r"" ELEV,4TIONS THESE PIANS SHALL NUT B� COPIED OR REPRODUCED WITHOUT WRITTEN CONSENT BY VISION ENGINEERING, LLC COPYRIGHT ©2007 by VISION Engineering, LLC, ALL RIGHTS RESERVED DRAWING N0. DWG 1 of s IF THE STA � ON* � RE NOT IN BLUE INK, THIS �T CONST �C�T D{�' CUM�N �?A BE AN ILLEGAL COPY OR IED DU ORIGI L NS. DOCUMENTS NOT CONT NOR tP,I � � ND SIGN , � ' SHO NOT BE USED IN it NSTRUCTION. PLAN #: NA REVISIONS --.,... �.vvna 3 HETHER I T RIOR OR z Mac. roq REvisIaris 5/10/07 � EXTERIO DORS 1 165(" FOR ter. 7/2-4/07 � SCALE: as NOTED T CE DATE: zoos KRAFT PAPER INSU ATION MUST RE DRAWN BY: wsioN v BY NOW 0 BUSTIBLE BARr'!>_ PROJECT: KEITH FERRARO N T CE FUN SPOT AM INSULATI N UST BE COVERS . Y A 15 MINUTI.T ERMAL gDRAWING TITLE � PLANS AND ����4,��r"" ELEV,4TIONS THESE PIANS SHALL NUT B� COPIED OR REPRODUCED WITHOUT WRITTEN CONSENT BY VISION ENGINEERING, LLC COPYRIGHT ©2007 by VISION Engineering, LLC, ALL RIGHTS RESERVED DRAWING N0. DWG 1 of s GENERAL NOTES Designed in accordance with 2002 Building Code of New York State. Do not scale Drawings. Contractor shall notify Engineer of any discrepancies in dimensions or elevations. Do not change size or spacing of structural members. Contractor shall notify Engineer of proposed deviations or substitutions from dimensions or materials shown on the Drawings and make only those deviations or substitutions accepted by Engineer. These Drawings do not include necessary components for construction safety. Contractor shall be solely responsible for construction safety. Designed per New York State Energy Conservation Construction Code with amendments. Toilet, both, and shower fixtures shall be spaced in accordance with the minimum fixture clearances diagram on this drawing. All smoke alarms required shall be interconnected. Alarms shall be connected to the primary building power source and shall contain battery back-up. All foam plastic or foam plastic cores of manufactured assemblies shall be covered with minimum 112 inch gypsum board which is mechanically fastened to support structure. In all framed walls, floors, and roof/ceilings comprising elements of the building thermal envelope, a 4 -mil poly vapor retarder shall be installed on the warm side of insulation. Fireblocking shall be installed to cut off all concealed draft openings both vertical and horizontal between building stories and the top floor and roof. Wall stud cavities shall have fireblocking installed at intervals not to exceed 10 feet. Batts or blankets of mineral or glass fiber insulation or solid wood blocking shall be used for fireblocking. Attic access shall be provided to attic areas exceeding 30 square feet. Openings shall be minimum 22 inches by 30 inches and shall have a minimum 30 inch unobstructed headroom height. TEMPERATURE CONTROL. LIGHTING. AND VENTILATION NOTES 1. All habitable rooms shall be provided with aggregate glazing area of not less than 8 percent of the floor area of such rooms. Natural ventilation shall be through windows, doors, louvers, or other approved openings to the outside air. Such openings shall be provided with ready access or shall otherwise be readily controllable by the building occupants. The minimum openoble area to the outdoors shall be 4 percent of the floor area being ventilated. 2. Habitable rooms which do not have adequate natural light shall have artificial lighting installed to provide an average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level. 3. For the purpose of determining light and ventilation requirements, any room shall be considered as a portion of on adjoining room when at least one-half of the area of the common wall os open and unobstructed and provides on opening of not less than eight percent of the floor area of the interior room but not less than 25 square feet. 4. Interior spaces intended for occupancy shall be provided with heating system capable of maintaining a minimum indoor temperature of 68 degrees F at a point 3 feet above the floor on the design heating day. 5. Bathrooms shall be mechanically ventilated in accordance with Mechanical Code of NYS. Ventilation air from the space shall be exhausted directly to the outside. 6. For habitable rooms not naturally ventilated, provide mechanical ventilation capable of exchanging air in room in accordance with Mechanical Code of NYS. WOOD FRAMING NOTES Nailing not indicated on Drawings shall be in accordance with Table 2304.9.1 contained in the 2002 Building Code of New York State. Install blocking in a continuous horizontal row at mid -height of interior stud bearing walls. Use pressure -treated wood for all timber elements exposed to weather or in contact with soil, water, or concrete. WAL WALL WALL WALL 0 0 0 0 il 0 0 11 q" �� 4" CL. 4" CL 2" CL NV LAVATORIES I 15„ MIN. 15" MIN. r L -WALL WALL WATER CLOSETS WALL w o? O» u IN. 24" CL. IN FRONT OF OPENING MINIMUM FIXTURE CL EA RA NCES ROWER MINIMUM CODE REQUIREMENTS ALL DESIGN, CONSTRUCTION, MATERIALS, INSTALLATIONS, CLEARANCES, EQUIPMENT, AND ETC. NOT INDICATED SHALL COMPLY WITH THE MIN. REQUIREMENTS SET FORTH IN THE FOLLOWING, UNLESS NOTED OTHERWISE: 1. ENERGY CONSERVATION CONSTRUCTION CODE OF NYS 2. FIRE CODE OF NYS 3. FUEL GAS CODE OF NYS 4. MECHANICAL CODE OF NYS 5. PLUMBING CODE OF NYS 6. BUILDING CODE OF NYS 7. NFPA 70 FOUNDATION NOTES Bear footings on firm undisturbed soil. Foundations have been designed for a presumptive soil bearing pressure of 3000 psf in accordance with the Building Code of NYS. Minimum depth of exterior footings for frost protection is 4 feet below finished grade. d. Lap footing reinforcement 2 feet at splices. Provide corner bars in footings, the some size and number as continuous reinforcement, lapped 2 feet with main reinforcement. Excavations shall be laid back to prevent sloughing in of sides. Maintain sides and slopes of excavations in stable condition until completion of backfilling. Foundation excavations shall be hand trimmed to remove loose material or ridges left by equipment. Backfill foundation walls with sand and gravel which are sound, durable, and free of organic or other deleterious materials. Install backfill evenly on both sides of walls where necessary to prevent displacement of construction. Backfill shall not be placed against basement walls until the walls have sufficient strength and have been anchored to the floor above. Finished grade at perimeter of foundation shall be sloped to drain surface water away from building. The grade away from foundation walls shall fall a minimum of 6 inches within first 10 feet. Place interior backfill and slab subbase material in layers not more than 18 inches in loose depth and compact to 95 percent of maximum density. Perimeter foundation drains shall be installed around walls that retain earth and enclose habitable or usable spaces below grade. Install perforated HDPE pipe with crushed rock wrapped in filter fabric at or below the area to be protected and discharge by gravity or mechanical means into an approved drainage system. Foundation walls that retain earth and enclose habitable or usable space located below grade shall be dompproofed from the top of footing to finished grade. Anchor sill plate of exterior walls to foundation walls with 1/2 -inch anchor bolts 12 inches maximum from each end or corner and 4 feet maximum on center in between. (Minimum of two bolts in each sill piece.) Embed anchor bolts a minimum of 12 inches in concrete foundation walls. MATERIAL PROPERTIES Concrete: Footings, foundation walls, and interior slabs on grade shall have a minimum compressive strength f'c at 28 days of 3500 psi. Concrete shall have a maximum water/cement ratio of 0.55, a maximum 5 inch slump, and shall have 5 to 7 percent entrained air (ASTM C 260) at exterior exposed locations. Reinforcing: Deformed bars; ASTM A 615, Grade 60. Wood Framing (Walls, rafters, and misc.): No. 2 or better, Spruce -Pine -Fir (SPF). Subflooring: APA Rated Sheathing, Exposure 1, Span Rating 48/24 (23/32" min. thickness) Roof Sheathing. APA Rated Sheathing, Exposure 1, Span Rating 32/16 (15/32" min. thickness) Wall Sheathing: APA Rated Sheathing, Exposure 1, Span Rating 24/16 (9/16" min. thickness) Anchor Bolts. ASTM A 307, Grade A. Timber Framing: Douglas Fir, Select Structural. SITE TESTING AND FIELD OBSERVATION NOTES: The Owner shall provide and/or coordinate inspections and verifications including the following: 1. Inspection of reinforcing steel prior to pouring to be completed by VISION Engineering. Call minimum one day prior to concrete placement. 2. Verify the use of the required design mix. Submit concrete mix design to VISION Engineering for approval prior to construction. 3. Sample and test concrete for quality assurance during placement as follows (tests shall be taken at point of discharge into structure): a. Location: Record specific location(s) where the concrete was placed. b. Record time concrete is batched as shown on truck ticket, time placement begins, time concrete is sampled, and time truck is emptied. c. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. d. Slump: ASTM C 143, one for each concrete truck, two if concrete is pumped; measure at point of discharge from truck and at point of discharge from pump line. e. Air Content: ASTM C 231, pressure method, one for each truckload of ready -mixed concrete (air -entrained or non -air -entrained). f. Temperature: One test for each concrete truckload. Test in-place concrete temperature hourly when ambient temperature is 40 degrees F and below and when 80 degrees F and above. g. Weather: Record air temperature and general conditions (cloudy, windy, sunny, etc.) h. Unit Weight for Normal -Weight Concrete: ASTM C 138, one test for fresh concrete unit weight for each 50 cubic yards, or fraction thereof, of each concrete class placed in any one day. i. Concrete Compressive Test: One set of six standard cylinders for each 50 cubic yards, or fraction thereof, of each concrete class placed in any one day, for each compressive strength test. If concrete will be placed in separate buildings on a given project, individual compressive strength tests cylinders shall be made for each building. Prepare compressive test specimens in accordance with ASTM C 31. Store undisturbed in an insulated box during cold weather. Deliver to laboratory between 16 and 32 hours after making. Perform compressive tests in accordance with ASTM C 39: two specimens tested at 7 days, two specimens tested at 28 days, and two specimens retained in reserve for later testing if required. Testing agency shall take on additional set of cylinders for compressive strength testing for each truck in which the total time period between batching and completion of placement has exceeded the ACI recommended 90 -minute maximum time limit and is likely to exceed 120 minutes. Additional cylinders shall be taken within 10 minutes of placement completion. 4. Routine testing of existing slab and footing bearing soils and/or compacted material for compliance shall be performed as part of the quality assurance program for this project. Material which does not meet density requirements shall be removed and/or recompocted and retested until satisfactory results. Perform field density tests for footing subgrade and for fill material within building area. a. For footing subgrade and for each stratum of soil on which footings will be placed, conduct minimum of one field density test of each spread footing and one test per 20 --foot length of strip footing. b. For building subgrade and for each lift of compacted material, conduct one field density test for every 2,000 sq. ft. of building area but not less than four tests per building. c. Inspect and approve each subgrade and fill layer before further backfill or construction work is performed. Approval shall be based on satisfactory achievement of compaction criteria. FOUNDATION DESIGN PARAMETERS CLASS OF MATERIAL ALOW,4BLE FOUNDATION LATERAL EARTH LATERAL SLIDING ROOF SNOW LOADS: BEARING PRESSURE PRESSURE COEFF. OF FRICTION A - SLOPED ROOF SNOW LOAD (PSF) B (PSF/FT BELOW GRADE) C(e) = 1.0 CRYSTALLINE BEDROCK 12,000 1,200 0.70 SEDIMENTARY AND FOLIATED ROCK 4,000 400 0.35 GROVEL, SANDY GRAVEL (GW AND GP) 3s,000 200 0.35 SAND, SILT, SILTY GRAVEL, CLAYEY SANDS 2,000 150 0.25 AND GRAVELS (SWSPSM,,SC.,GM., AND GC) - SEISMIC USE GROUP I CLAY, SANDY CLAY, SILTY CLAY, CALYEY 1;500 100 - SILT, SANDY SILT (CL,,ML..MH,, AND CH) D - BASIC SEISMIC FORCE RESISTING - PLYWOOD SHEAR PANELS A. COEFFICIENT TO BE MULTIPLIED BY THE DEAD LOAD. B. IF SOILS ENCOUNTERED ARE EXPANSIVE, COMPRESSIBLE.. SHIFTING, OR HAVE OTHER UNKNOWN CHARACTERISTICS, OR IF THE SOILS ARE ANTICIPATED TO HAVE A BEARING CAPACITY LESS THAN 1,500 PSF, A SOILS INVESTIGATION SHALL BE CONDUCTED TO VERIFY FOUNDATION DESIGN. FUN/FORME Y DIS TRIBUTED DES/GN L VE LOADS FLOOR LIVE LOADS: chord roof - FIRST FLOOR 50 PSF ROOF SNOW LOADS: of 10 psf. - GROUND SNOW LOAD P(g) = 70 PSF - SLOPED ROOF SNOW LOAD P(s) = 60 PSF - SNOW EXPOSURE FACTOR C(e) = 1.0 - SNOW LOAD IMPORTANCE FACTOR I(s) = 1.0 - SLOPE FACTOR (12:12 COLD ROOF) C(t) = 1.0 - THERMAL FACTOR C(t) = 1.2 WIND DATA: NOT BE - BASIC WIND SPEED 90 MPH - WIND IMPORTANCE FACTOR 1(w) = 1.0 - WIND EXPOSURE C - DESIGN WIND FACTOR 14.4 PSF SEISMIC DATA: - SEISMIC USE GROUP I - SPECTRAL RESPONSE COEFFICIENT S(DS) = 0.348 S(D1)=0.161 - SITE CLASS (ASSUMED) D - BASIC SEISMIC FORCE RESISTING - PLYWOOD SHEAR PANELS SYSTEM -PLYWOOD FLOOR DIAPHRAM - SEISMIC DESIGN CATEGORY C - ANALYSIS PROCEDURE -SIMPLIFIED PROCEDURE 1. THE PROVISIONS OF SSTD 10 AND AF & PA WOOD FRAME CONSTRUCTION MANUAL SHALL BE PERMITTED FOR WIND DESIGN REQUIREMENTS. 2. IF SITE CLASS IS NOT FIELD VERIFIED USING EXISTING SITE SOILS, SITE CLASS D SHALL BE USED FOR SEISMIC DESIGN. SPEC/AL INSPECTIONS Where fabrication of structural load-bearing members and assemblies is being performed on the premises of a fabricator's shop (trusses), special inspection of the fabricated items is required unless the fabricator is registered and approved to perform such work without special inspection. This building is exempt from Code Sections 1705 and 1706 regarding Quality Assurance Plans for Seismic and Wind Resistance. Continuous special inspection during field glueing operations of elements of seismic -resisting systems is required. Periodic special inspections for screw attachment, bolting, anchoring, and other fastening of components within the seismic -resisting system, including struts, braces, and hold-downs is required. METAL -PLATE CONNECTED WOOD TRUSS NOTES Trusses shah be capable of supporting a top chord roof snow load of 60 psf, top chord dead load of 10 psf, and bottom chord dead load of 10 psf. Design trusses for balanced snow loads and unbalanced snow loads (two separate load cases) in addition to dead loads. Maximum truss deflection shall be L/360 for snow load and L/240 for total load. Ct shall be minimum 1.1. Submit truss design drawings to the Code Enforcement Official in accordance with Section R802.10.1 of the 2002 Residential Building Code of New York State prior to installation. Comply with ANSI/TPI -1 "National Design Specification for Metal -Plate Connected Wood Truss Construction" latest edition. Fabrication and erection of trusses shall be in accordance with Quality Control Manual of the T. P.1. Continuously brace truss bottom chords with flat 2 -inch by 4 -inch bracing at approximately 8 feet on center, located at or near panel points. Provide diagonal bottom chord bracing between horizontal bracing for full width of building at end non-bearing walls and at 20 feet on center throughout length of building. Provide continuous vertical 2 -inch by 4 -inch diagonal cross bracing nailed to each truss diagonal from ridge to bottom chord of truss. One pair of diagonal cross bracing required for each six trusses. Firmly secure bracing to gable end walls. Furnish gable end trusses with vertical 2 -inch by 4 -inch minimum studs at 24 inches on center. Truss manufacturer to design and specify all truss connections, hangers, and etc. required between indicated truss components. Trusses shall be designed with a pinned support at one end and a roller support at the opposite end such that a zero horizontal force results. Truss manufacturer shall submit to design professional one copy for review of truss layout plan, stamped and signed calculations, and installation instructions. THESE PLANS SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN CONSENT BY VISION ENGINEERING, LLC COPYRIGHT ©2007 by VISION Engineering, LLC, ALL RIGHTS RESERVED Como) a a [A W ot4 rl�=_;O L ALL FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS SHALL BE CONSIDERED TO BE PART OF THE BUILDING DETAILS AND SPECIFICATIONS HEREIN. IF DISCREPANCIES BETWEEN THE CODES AND REGULATIONS AND THE INFORMATION CONTAINED ON THESE PLANS EXIST, THE MORE STRINGENT SHALL APPLY UNLESS THE INFORMATION SHOWN, DESCRIBED, OR IMPLIED IS A VIOLATION OF THE CODE, IN WHICH CASE THE CODE OR REGULATION SHALL TAKE PREFERENCE OVER PLANS. DIG SAFELY NEW YORK - CALL BEFORE YOU DIG - WAIT THE REQUIRED TIME - CONFIRM UTILITY RESPONSE - RESPECT THE MARKERS - DIG WITH CARE SAFE DIGGING IS EVERYONES RESPONSIBILITY! PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. VISIT www.digsafelynewyork.com FOR ADDITIONAL INFORMATION. IT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ENGINEERED PLANS CONTAIN ENOUGH DETAILED INFORMATION TO CONSTRUCT A RESIDENTIAL LIGHT FRAMED SINGLE FAMILY DWELLING IN GENERAL CONFORMANCE WITH STATE AND LOCAL BUILDING CODES. PLANS TYPICALLY INCLUDE BUILDING ELEVATIONS, FLOOR PLANS WITH STRUCTURAL COMPONENTS, FOUNDATION PLAN AND DETAILS, AND BUILDING SECTIONS. ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEMS ARE NOT PART OF THESE PLANS AND SPECIFICATIONS AND IT'S RECOMMENDED THAT THESE ITEMS BE INLCUDED IN YOUR BUILDING CONTRACT. YOU SHOULD CONSULT A LOCAL DESIGN PROFESSIONAL FOR EACH ITEM TO VERIFY THESE COMPONENTS ARE DESIGNED AND INSTALLED ACCORDING TO THE APPLICABLE CODES AND REGULATIONS. ENGINEERS STAMP: PLAN #: NA C REVISIONS 3 2 MISG. TOQ fZEV1510N5 9/10/07 1 ISD FOR GOMr'T. 7/2-4/07 SCALE: I AS NOTED DATE: I 200 DRAWN BY: I visioN PROJECT: KEITH FERRARO FUN SPOT DRAWING TITLE NOTES AND SCHEDULES DRAWING N0. DWG 3 of s LW Ir THE ST 1P N UKP -iQ TII IS . .E NOT IN BLUE INK, THI 1= CO UMENT I E AN ILLEGAL COPY OR IED I -IE ORIGI A A NS. DOCUMENTS NOT CON TA I N R F ` . - �( G NOT BE _ USED T A ILDING RMIT 0 ONSTRUCTION. OA °- 07 06� �. S S PLAN #: NA C REVISIONS 3 2 MISG. TOQ fZEV1510N5 9/10/07 1 ISD FOR GOMr'T. 7/2-4/07 SCALE: I AS NOTED DATE: I 200 DRAWN BY: I visioN PROJECT: KEITH FERRARO FUN SPOT DRAWING TITLE NOTES AND SCHEDULES DRAWING N0. DWG 3 of s