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2002-793 J 4 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 128M902 (518)761.8201 Community Development-Building&Codes (518)761.8256 CERV THFIC.I.ATI E OF nVrCCUPAN...rV Permit Number, P20020793 Date Issued; Thursday,April 03,2008 This is to certify that work requested to be done as shown by Permit Number P20020793 has been completed. Location, 183 PITCHER Rd Tax Map Number, 523400-308-014-0001-052-000-0000 Owner, ARC COMMUNITIES 14,LLC Applicant, ASHLEY CONSTRUCTION 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 other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020793 Application Number: A20020793 Tax Map No: 523400-308-014-0001-052-000-0000 Permission is hereby granted to: ASHLEY CONSTRUCTION For property located at: 183 PITCHER Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. T"e of Construction Value Owner Address: ARC4BFND,L.L.C. Commercial Alteration 18,000.00 PO BOX 13244 PROPERTY TAX DEPARTMENT Total Value 18,000.00 EL PASO,TX 79913-3244 Contractor or Builder's Name/Address Electrical Inspection Agency ASHLEY CONSTRUCTION NELSON ST.EFZFR 100 GORDON Ln GANSFVOORT.NY 12831-0000 Plans&Specifications 2002-793 Building directly in front of entrance to the park,will be used as the office for the MH park. Building is part of park property. 702 sq ft commercial alteration to roof line,per plot plan and specifications. $84.24 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,September 25,2003 (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 Tow of Qu nsbu W i1 da September 25,2002 SIGNED BY for the Town of Queensbury. LE Director of Building&Code Enforcement Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. 1-7T-3 Ri=CEIVED No inspection will be made until applicant has received a Fee Paid $_WQ v valid building permit. All applicants' spaces on this Rec. Fee Paid s application must be completed and must appear on the Reviewed By: S EP 1 9 2002 application form. T-01 'N OF SBU BUILDINGQUEE CODE CODER Y Applicant: Ovvner:Arj� Address: Address: 3- �/V, Phone# Phone A?am) J..� Email Address: P'0 Email Address: Property Location: ..Lot-Number: House Number&_:5 /ayZ- 4,-, Subdivision Name: Tax Map Number u New Building: residene6 /commercial Estimated Market Value of Construction: $ c3 Addition: residence/ commercial If an Addition,what will use of new addition be? eration: rei�dencect-c-o-r-ni-n-er-c-iaTZ:> ❑ No h size. ";�mence�/com'l change to exterior Bence � ther work(describe V th!ck 0ccupancy1nforrnaqonQ I"Floor 2'd Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet 0 Single family dwelling C3 Two family dwelling c3 Townhouse 0 Multifamily dwelling #of units 41--Office C3 Mercantile c3 Manufacturing o 1 car detached garage E 1 3 2 car detached garage 0 3 car detached garage A 13 1 car attached garage o 2 car attached garage i. o 3 car attached garage A U A'' Storage building- commercial Q Storage building- 'd ntial Cher 0­1 What is the proposed height of the structure /j. feet 0 inches Will any second-hand or ungraded lumber be used? If so,for what? A/1 Type of Heating System: electric/ oil wood Cf_o7ed_hot 7air7/ baseboard/othet: do� - Number of Fireplaces to be installed 0 Number of Woodstoves to be installed .e9 List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder ds-41'r /,;;L.F - ft Af:> Plumber Mason Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the pr oposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Vwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of 11 new construction. Signature: owner,owner,owner's agent,architect,contractor `� � - x Commercal Final Inspection Report Office No.: (518)761-8256. Date Ins ction est ived: Queensbury Building &Code Enforcement Arrive: a m part: q aml m 742 Bay Road, Queerlsbury, NY, 12844 Inspector's Initia s; NAME; . 72 d-*'*' r- PE I LOCATION: DA -- �- COMMENTS: y N NA Chimney/°B"Vent/Direct Vent Location Plumbing Vent Thr h Roof 6"/Roof Complete Exteriorfinish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Ballisters 4 in. Spacing Platform I Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 1'1"" Vestibules For Exit doors>3000 s :ft All Doors 36 in.w/Lever Handles I Panic Hardware,if required Exits At Grade Or Platform 36 w x 44"(I)Conopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight I tamer Floors Oka Relief Valve Heat Trap/Water Tem ..110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Sup 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 %doors > 100/0> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dam rs/Fire Doors Ceiling Fire Stopping 3,000 N.ft.Wood Frame Attic Access 30"x 20"x 30" h , Crawl Sp@m Access 18"x 24" Smoke Vents Or Fan,if required Elevator operation and Si na e/Shaft Sealed 'Handlcapp2d Bathroom Grab Bars I Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp I Handrails Continuous112 In.Beyond[both sides Active Listening System and Signage Assembly.Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Hood Plain certification,if As-built Septic S stern Layout Required or On File Building Number or Tenant Address on Building or Drivewa 4" Water Fountain or Cooler or Building Access All Sides W 20'1 Driveable Surface 20'wide Qkay To Issue Temp.or Permanent CIO 04y To Issue C/.0 LABuilding&Codes Forms\Building&Codes lnspweciion FomnslCommerc€al Final Insp cdon Report doc Revised January T,2008 Ora Commercial Final Inspection Report Officb No.: (518) 761-8256 Date Ins ection requ r ei Queensbury Building&Code Enforcement Arrive: epart7 742 Bay Road, Queensbury,NY 12804 Inspector I's n iaIs.ls. i PER NAME: T 1�--ORF=L�T P!BL6 MI LOCATION: !2\-T-C Ajae� , DATE: �b ()Y COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 1111 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. I 10 Degrees Maximum Boiler/Furnace Enclosure I 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.), 112 doors > 10%> 1000 sq.ft. N r)- 3/4Hour 063ridor Doors&Closers ", 6�\rx Firevialls Fire Separation,2 Hour, 3 Hour Complete/File 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 pped Bath L ),16 i� Handica �Parking Lot Si 27—�7�,CLr=� 1VAV-V-1 KSL Public Toilet Room Handicapped Accessible T Handicapped Service Counters, 34 in., Checkout 36" 11 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 La out Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 201 wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C I v I L:\Building&Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report,doc Queensbury Duilding 8L Code IEnforcernent - Residential Final Inspection Office No. (5�1 8) 761-8256 Arrive: )U--A a pa Date Inspection request received: Inspector's Initia 'f,TA,ME: LOCATION: 'ry-PE OF S-rp-uc-rul2E: Comm-ents Yes NO N/A Building Number/Address -visible from road Chimney Height/"W"Vent/lDirect,'Vent Location Fresh Air Intake -3/ 3 inch Plumbing Vent through roof minimum 6 inches -- Roof Complete/]Exterior Finish Complete Platform at all exterior doors Ouards, at stairs, decks, patios more than 30 inches above grade -qe Guard at stairwell at 34 inches or more or more Handrail 'rgrmi 'on at Newell Post or Wall----:!, Cc> Interior/-Exterior 1-1-ailia 34 inches to 38 inches Interior Handrails stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing ]Interior Smoke Detectors: Every level: - Every Bedroom: Outside every bedroom area: Inter Connected: — Battery back-up: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches (height) in accessible.area Crawl Spaces 18 inch x 24 inch access, 1 sq. ft.-150 sq. ft. vents Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sq. ft. C-- Bmergency egress below grade ---V-,::> Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area -,V<-- Net Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s) installed/Heat rrap/Waterremp 110 Enclosed Stairs Sheetrock Underside minimum Ya-Gypsum Basement stairs closed rise> 4 inches e-E tiara Floor Pitched earage fireproofing/33/4 hour fire door/door closer Duct work Sealed properly Gas 11,ogs in Sealed or Class Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/ Sewer 13ept. Inspection Sticker Site Plan /Variance required Flood Plain Certification, if required 0i Okay to issue 4--/4C or 4C/4EO [Temporary/Permanent] I V I I-ABuilding &- Codes Forrns\J3uilding 8-- CodesUnspection Forrns\Ptesidential Final Inspection Form-revised-100405.doe 5 li7 �PrJRMPr�tfr�r�c.Ilr�tPcPrJ��PrJrJ�rJ�rJ�r��r�rJ��.I�r�cPr.J�rJ�rJ���P�PtJrJ�rJ�r�rJ�cP�rJ��PcPrJ�r�c.nrJ�rJ��.PrJ�rJ�r�rJ��.C3cPcPrJ�rJ� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S S BUREAU OF ELECTRICITY S 5 40 TULTON STREET - NEW YORK, NY 10038 5 SCERTIFIES THAT S 5 5 Upon the application of upon premises owned by 5 5 5 SSHAWN ARRUDA AMERICAN RESIDENTIAL COMM. 5 183 PITCHER RD. 183 PITCHER RD. c 5 QUEENSBURY, NY 12804 QUEENSBURY,TN, NY 12804 5 5 PjLocated-at--ate 183-PITCHER-RD 0FFIOE-QUEERSBLJRY,TN 14YY-T2804� S 5 5 Application Number: 3043064 Certificate Number: 3043064 5 5 5 Section: Block: Lot: Building Permit: BDC: A239 5 S5 5 Described as a Commercial occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 5 5 Attached Garage,Outside, S5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 Sauthority having jurisdiction, and found to be in compliance therewith on the 16th Day of August,2007. 5 5 Name OTTY Rate Rating Circuit Tvne e5 5 Miscellaneous 5 5 no new service equptment 5 Service 5 1 Phase 3 W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 Meters: I - S SAn as built inspection,of the delineated electrical installation,determined that an obvious hazard is not present and the installation is believed to 5 5 be in comformance with the applicable reference standard for the estimated period of construction of the premises wiring system. 5 5 5 5 5 S 5 5 - 5 5 5 seal S 5 5 1 of 1 5 5 5 5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. S 5 5 o PQ 2nu�����������n��n������n�r��n��� 3rE3J n�n�nn��n�nn.������n�.nn��rn���n���n��nf.in 1�.l�L���L� o per Commercial Final inspection Report P P Office No.: (518) 761-8256 Date Inspecti^�request received: Queensbury Building&Code Enforcement Arrive Aff am/p ,� �epart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspec or s—Initials: �'.�' NAME: PERMIT#: "?'— LOCATI AN: r DATE: Q p 1ti rov.` e �c� 1*m5� -Phr a ,der, COMMENTS: Y N NA, Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"!Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 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 s . 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 Oka 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 '/x doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firevralls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required 1 Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Last Sj na e 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 Signa a Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway (,• 1�� Water Fountain or Cooler /��� A)�;A BuildingAccess All Sides b 20' /Driveable Surface 20'wide Okay To Issue Temp, or Permanent C/O Okay To Issue C/C ff7rC��j" LABuilding&Codes FormslBuilding&Codes\lnspection FormslCommercial Final Inspection Report.doc / (efface Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: 11 Dept. of Community Development Request received: d l� r Meet: Building& Code.Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVEV a D " RT a %pm es: (518) 761-8256 Inspector's Initi s �� � -2 NAME; N� � i� PERMIT# LOCATION: '��:1 INSPECT ON(date)- TYPE OF STRUCTURE: — LWNt d4y,40%vift, e RECHECK N/A YES NO COMMENTS- Footings/Piers Monolithic Pour Form 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 Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place 4ough Plumbing eating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc GENERAL INSPECTION REPORT ( 518 )761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive J�6 am/pm Depart pm inspector's initial�r NAME: Grp 8 i- �'�+" PERMIT LOCATION: DAB111 TYPE OF STRUCTURE: RECHECK N/A YES-NO COMMENTS Footings/Piers Monolithic Pour Form 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 Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent(Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R Walls R- Ceiling R- Duct work or piping in unheated spaces R Proper Vent,Attic Vent Fra in Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time:.'.. Dept. of Community Development Request received: Meet: Building& Code.Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART-am/pm Notes: (518) 761-8256 Inspector's Initials NAME: &k'_C PERMIT# 41 Y LOCATION: IZ9SPECT ON(date): 111d I6 TYPE OF STRUCTURE: RECHECK N/A YES i NO COMMENTS Footings/Piers Monolithic Pow Form 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 FoundationAVallpour__ Reinforcement in Place FoundationiDampproofing_ Backfill,Approval Plumbing Under Slab Plumbing Vent/Vents in Place— Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- VCR"Attic Vent__ ,gaming _ Jack M-tu—dS[Heade Studs/Headers Bracing/Bridgi 1119- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation t,2,3,hour Penetration Sealed Fire Wall 2,3,4-hour Firestoppin L:\SueHemingway',Buildii-ig.Codes.Inspection,FORMS\GF-NERAL INSPECTION REPORT-doe Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: t 2 11 Meet: Building& Code Enforcement At tim—e.,:ZE6:7:M:� 742 Bay Road Queensbury, NY 12804 A RRI VE a PA ores: (518) 761-8256 Inspector's Initi NAME: PERMIT# 7 LOCATION: INSPECT ON(date): Wla,1104-2�"I TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers- Monolithic Pour Form 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 Foundation/Damppro offing _ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHemiiigwaySuilding.Codes.Inspection.FORMS\GENERAT,INSPECTION REPORT-doe FRONT ELEVATION SCALE: 1 /4" = 1 ' 0" RIGHT ELEVATION SCALE: 1 /4" = 1 ' 0" 1 TOWN OF QUEE S: ��`RY BUILDING & E EPT. REVIEWED BY DATE �a ov FIL AtA r r , rL URY BUILD' G CEr^71RTYENT cn our limited examination, car npliance with our comments shall not to construed as indicating the plans and specifications are in full cv; ii liance with the code. NOTICE A INSULATION MUST BE COVERED A 15 MINUTE THERMAL BARRIER NOTICE AFT PAPER INSULATION MUST BE QED BY NON-COMBUSTIBLE BARRIER NOTICE LEVER HANDLES REQUIRED ON ALL PASSAGE DOORS WHETHER INTERIOR OR EXTERIOR DOORS NOTE: HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVALS, CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES. AS RELATED TO THE CONSTRUCTION OF THIS PROJECT, . IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR SHALL STOP WORK AND NOTIFY 1Ht' ARCHITECT & ENGINEER OR ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. COPYRIGHT ® 2002 BY HARLAN—McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE PROPERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNAUTHORIZED REPRODUCTION OR COPYING OF THESE PLANS WITHOUT THE PERMISSION OF GAILOR ASSOCIATES IS STRICTLY PROHIPITED AND THE REPRODUCTION, TRANSLATION OR COPYING OF ANY PART OF THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARLAN-McGEE, IS UNLAWFUL. ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD BE ADOPESSED TO:' HARLAN—McGEE of NORTH AMERICA 4000 SILVER BEACH RD., MALTA, NY 12020 Z� No. REVISIONS/SUBMISSIONS 0 I" 2' 3, FOREST PARK MANUFACTURED HOME COMMUNITY OWNER: AV.0 IV BFND, LL 183 PITCHER ROAD QUEENSBURY, NY 12804 Designed By: ENGINEERS PLANNERS ARCHITECTS 4000 Silver Beach Road, Malta, New York 12020. phone (518) 584-1300 fox (518) 584-1374 OFFICE PLAN & ELEVATIONS Drawn by: NLW Scale: AS NOTED. Date: 09-13-02 orawMq No. OF Project No. HMNA02-048 ERNEST J. GAIEOR, P.E F PRE—ENGINEERED ROOF TRUSSES 0 24- O.C. W/ 5/8- SHEATHING AND 24 YR. ASPHALT SHINGLES. 2x6 P.T. PLATE ANCHORED TO BOND BEAM W/ 1/2- ANCHOR BOLTS 0 480 O.C. CONCRETE FILLED BOND BEAM 2X FURRING STRIPS 0 240 O.C. W/ 1/2- SHEATHING AND VINYL SIDING. (TYP) EXISTING 8* CONCRETE BLOCK WALL 36 1-9)1 12 4 Cis .......... ... .. . .. ......... 3—POINT BEARING TRUSS 2 57� . ........... ......... CONCRETE FILLED BOND BEAM GARAGEEXISTING 8" CONCRETE BLOCK WALL 80+4 GARAGE 16'— 1 " .SECTION A -A SCALE: 1/2" = 1 0 Op PRE—ENGINEERED ROOF TRUSSES 0 24' O.C. W/ 5/8- SHEATHING AND 24 YR. ASPHALT SHINGLES. 2x6 P.T. PLATE ANCHORED TO BOND BEAM W/ 1/2- ANCHOR BOLTS 0 480 O.C. CONCRETE FILLED BOND BEAM 2X FURRING STRIPS 0 24* O.C. W/ 1/2- SHEATHING AND VINYL SIDING. (TYP) EXISTING 80 PARAPET WALL — 12 4 2'— 01 ........... ......... . ..... .SECTION B-B SCALE: 1/2" = 1' 0" 3—POINT BEARING TRUSS EXISTING. 8m PARAPET WALL PRE—ENGINEERED ROOF TRUSSES 12 0 24- O.C. W/ 5/8- SHEATHING FULLY SUPPORTED TRUSS AND 24 YR. ASPHALT SHINGLES. EXISTING FLAT ROOF SYSTEM — I — , 7 771 7 / 7 7 77 EXISTING 2x6 FRAMED WALLS W/ 1/2" SHEATHING AND NEW VINYL SIDING. RECEPTION SECTION C-C SCALE: 1/2m = 1' 0" 14'-8" 2x6 OR BETTER FRAMED KNEEWALL 0 160 O.C. W/ 1/2* SHEATHING AND VINYL SIDING. IN-1 '*_1 N11 OFFICE I 0 J. (-,AILUN, t-.t. NOTE: HARLAN—McGEE of NORTH AMERICA HAS NOT BEEN RETAINED TO PERFORM OR PROVIDE ANY PROJECT INSPECTIONS, APPROVAL$, CERTIFICATIONS, OR CONSTRUCTION OBSERVATION SERVICES. AS RELATED TO THE CONSTRUCTION OF THIS PROJECT. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THIS PLAN, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT & ENGINEER OR ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. COPYRIGHT Q 2002 BY HARLAN—McGEE of NORTH AMERICA. ALL RIGHTS RESERVED. THIS DOCUMENT AND ALL ATTACHMENTS ARE THE PROPERTY OF HARLAN—McGEE of NORTH AMERICA. ANY UNAUTHORIZED REPRODUCTION OR COPYING OF THESE PLANS WITHOUT THE PERMISSION OF GAILOR ASSOCIATES IS STRICTLY PROH181TED AND THE REPRODUCTION, TRANSLATION OR COPYING OF ANY PART OF THIS WORK BEYOND THAT PERMITTED BY SECTION 107 OR 108 OF THE 1976 UNITED STATES COPYRIGHT ACT WITHOUT THE PERMISSION OF THE COPYRIGHT OWNER, HARLAN—McGEE, IS UNLAWFUL, ALL REQUESTS FOR PERMISSION OR FURTHER INFORMATION SHOULD BE ADDRESSED TO: HARLAN—McGEE of NORTH AMERICA 4000 SILVER BEACH RD., MALTA. NY 12020 A I No, REVISIONS/SUBMISSIONS Date 0 21 31 FOREST PARK MANUFACTURED HOME COMMUNITY Drawn by: NLW r Drawing ­% Scale: AS NOTED NO. OF2 Date: 09-23-02 Project No. HMNA02-048 21 41. %%- We a un -L v: r-i niA z).L o o o.-).L v 4 j- QUAK TYPE SPAN Pl'-Fl OVERYWIo"S I in,* MARK is MQ S20900 4 2401. STti— I Z -T� S 2 Tc Z-00 -—- -—------------ L3.r' 22-05-Oc BQAFJD FEET:TC 34fi-':;.-7. ,BC 294 . 7 IWB 329 ,3 ,TOTAL 971 HORIZNTL VEIRT1 CAL H 0 R 1 ZNT L I 7ERT I CAL HORIZNTL VERTICAL A -16- 4- 8 0- G- a G -10- 4= 9 2- 0- 4 F 7- 9- 6 0- 3- 8 H - 5- 2- 4 3- 9- 0 F, 0- 0- 0 5- 55- 7 0- 0- 0 0- 3- a 'T 5- 2-' 4 3- 9- 0 D • J 10- 4- 6 2- 0- 4 C IG- 4- 8 0- 0- 0 CHORDS 26 27 4 15- d- TC M21 c [19- Z_10 ovyRzlzl 71ji /LL1,1.1 71.6 12 Z.: 4 az- 9- 0 El r'210 15.4 /LjLL,\ 15.4 n- 4 !E!!*L BCTH ENDS WEBS I., 2N 4 5- 2 a Ili FTUD -11.5 /ccccl 90.0 '7 3..i.; '\CCCC] 26 X 4 3- 1- 7 1174 STME A- 2-12 DITERALL] 2; .;TUD 34-7 /CCCV, 35.9 2r,.9 \Ccc:c:/ 5-'.1 2S 2x 4 G- 1- 9 Wz STUD 74.4 !Zccc\ °5.6 55'5 \cccc/ 5:.9 PLATES TXrE; LOGY GAUGE: 0 E;z IZ.QD 25 5.0Q x 5.00 lQa 3100 1% 4 "D 26 4.3P X 00 cia 9f; OQ X G.D: 52 3.00 -x G.Do vy!GJ.'vG 1111.'!V tV:GG I':i:l alp80aSV:jl J_glLylul:3 LC�At13Llt t21t1lJLI�J �-s-� 1,111't-S5 �,ILLCCS2�UU LyJteva QU.AN TYPE SPAN Pl-91 OVERHANGS JOB bLkRK 2 OBL3 320900 4 2400 2400 ASHLEY C-Q C4076 MARTIN UD 2xt I3 �F 2X411 2x211 v W Zx411 3t5 2X91I ! ./ 3..6- f ` -2 sz T i �. `- 11N 2xd II 52 2x2 it 5_Oy-07 22;411 R Asl �t4ll n 3a�= T11Y��2 2 4 �,.-••',.f�--•;: - `- /` �•, _ - _ /tip C � 1M ' '1M � ?x411 2x411 3x411 2x.411 J k? D 0 L 2s211 sx12= 2 c4 II I 5::s= G 2a411 E ZX41t zr4 H. '?y4 11 2x411 - I TC 2400 16-05-0; 1�•Oa-4o 14 Rii LAC I L,,-o4_n,,, Cf O o C C+ O a O O o 0 _ •---sv-�t- T3-0 9.0•0 Unishir -- version 40.0-612 LEFT "RIGHT PLATING CONFORMS TO TPT RUN DATE: 9-23-02 HEEL OTN - 5X CIN , -57, VEP.1rY PLATE VALUES F7TT14 RUBUIN5 ENGTNEERING• CSI SIZE LUMBER 1.1Sm MEMER C3I P(LB9) ITMIST Mtc2NU GRIP B•ASF.D ON S•''P/SPF LUMBER TOP 0.23 27 4 210071.9 2400 TOP C'HOKGS U511JG GROS.-* AREA TEST METHOD. ETM 0.04 Z, 4 410OF1.E 240D :1-O 0.23 32 C 0 2C9 PLATES - 20 Gi,•UGE. LOCK tips 0.16 ZX 4"SPF -STV 759 C-� O.Z3 37 C 15'10 -475 GFIYPIN: 51d-25D PSI PER PAIR REPETITIVE MEMBER ETRESu UZED. R D,05 35 'f -35 a INCLUDES 1S.D-: TNCF.EASE S1-S 0.1'c 21 T 0 75 TENSION 1339 4n5 CLI PER PAIR LATERAL r-PACINC_ 6-T 0.11 HE T -'75 26 SHEAR 7134- 509 PLI PER PhIF TOP CH0FZ CCNTI14UOIJS T-U G.DE 76 T .22 -2 ETM CHORD - COWTINUOU$ U-V a.O7 95 •, -Sz Z2 ST TYPE. PLATE SIZE X. Y TRLtS3 SPACIN+ - 74_0 IN. V-B O.D7 113 T -2 3 D A 2U01 ',Ou K 6.00 7.9 2.1 H-w 0.07 li3 T C 3') R 1001 4.0C X 6,00 CTR 2.2 LOAD CASE #1 W-X 0.07 N-4 T 55 LUMBE,E. STRESS INCREASE: 15.3%, F._y _c5 0 C 2001. ;.00 7. 4.00 7.g 3.1 G.D6-`• �70 ,T 3_ D a01 Z.pe X e,00 CTP CTR ?LATE GTRESS INCREASE; 15.04• T-Z G,ii 51 T 3E 101 EE 1001 2,C0 X 2.00 CTR CTR LOADINC LIVE D=AD (P-PP) Z-S2 0.12- -1 T 75 C r ln01 2.00 X 4.00 CTR CTP TOP CHD 50.0 ln.a SZ-AA•D.C5 30 C 0 -445 G 1001 2.00 X 4.OD CTR CTR HTM CHT) 0.0 10-C AA-HR 0.23 9 C 445 -1970 Fi 1191 5,40 R E.00 4.n 3.0 TOTAL 50.0 20.0 70.0 $$-C G.:3 24 C -209 01 1U01 2.00 4.00 CTR CTR PUPPOP.T CRITERIA BOTTOM CHORDS J 1001 2,00 4.00 CTP CTR BOTTOM CHOPS) COIu'IINUOUSLY A-P 0.04 91 T 0 -343 K ID01 2,00 X 4.00 CTP. CTF SUPPORTED ALONG ENTIRE LE'NaTH. :-O 0,U4 61 T 3d3 -10 L 1191 5.00 X12.00 6.0 3.D O-N 'a.cl 61 T 10 -93 M 1001 2.00 X 4.00 CTfi CTP: LOAD CAS-n r2 WIND FROM LErT N M O.C2 91 T 93 -N5 N 1001 2-00 i 4.00 CTR CT}! LUMBER STRESS INCPEASE: 33.35 t•I-L 0.02 G1 T ?S O f) 10D1 2.00"Y 4.00 CTR DLit PLATE STRESS INCREASE: 33.3.'k L-K G..OZ E1 T 0 -102 P 1001 2.00 X 4.DO CTR CTR LOAnING LIVE DEAD IP F) n-J 0_02 '6I"T 102 -99 0 1001 2.00 X 4,00 CTR CTR .TOP CAD ' 50_,^. i0.0 J-i 0.02 61 T GP. -102 R 1001 2.00 X; 4•00 CTR CTR BTM CHD 0.0 10.0 S-H 0.02 61 T 102 G S 1D01 2.00 X 4.00 CTR CTR TGTAL 50.0 20.D 7D.0 H-G 0.02 •al T 0 -96 T 1aUI 2.00 S 4.0n CTR CTR Er'.CEPTION$; .;•t' 0.02 u-1 T 96 -93 U lavl $_00 x 4.40 CTR CTR A-P -14.7N 10.0 F•3 C.01 G1 T 33 -1c v 1001 +.00 v, 4.00 CTR CTR 9-C i'-?N 1.0-0 E !:: 0.04 GS T 1v -343 w 1001 2.00 X 4.00 CTR CTR 56BFoRT- cK1,rF.RIA D-C C.D4 61 T 343 0 X 1rD1 2.00 X 4_DD CTR =, BOTTOM CHORD CONTINUOUSLY WFAS Y 1001 2-00 X 4.00 CTR 7TR SUPPORTED ALONtZ ENTTZF LENGTR. F-Q = ¢61 C 0-R - 156 C Z 1001 Z.00 X 4.30 CTR 7TR N-5 = 26; C M-T 217. C AA '1001 2.00 X A.00 CTR CTR LOAD CAST tt3 WIND FROM"RIGET ICU = 242 C %-V _ Z65 C BB 1001 n-00 X 4.00 CTR CTP. LUMBER STRESS INCREASE: 23.3�r. J-B 16: 17 ,I-W _ Z66 C Si 1100 2.00 X 6.00 CTR 0.2 'PLATE STRESS INCREASE: 33.3-k ii-X 242 C• G-Y = 212 C :32 3100 1.00 X G.00 CTR 0.2 LOADING LIv%, DEAD (P5F) F-G 2E6 C E-AA = 156 C TOF C14D 50_0 10.0 D-22 - . 4G1 C NOTE=: 8TM CHD 0,0 10-G 1. TRUSSES h MNUFACTURL•D BY - TOTAL 53.0 ' 20.0 7D.0 DL•rLL DEFL ­ C_n2" IN A- SARATOGA LUMBER TRADERS EXCEPTIONS: ::" DEFL c'BRG-5DAN/360 ANAL-fSIS CONFORMS TO A-B -13.3N 1a,0 SPAN/DL-FL•: IDL+LL' = 999 20CA (ANSI/T_RI 1-1995) . H-C -14.7N 10.0 1. WIND LOADS - ANSI/ASCE 7.9' SUPPORT CRITERIA TRUSS IS DESIGNED AS A 110TTOM CHORIi CON'PINUOUSL:f MAIN WIND-FORCE RES NTSTtM SUPPORTED ALONG ENTIRE LNtgC2•t1. WIND SPEED - 70 MPH MEAN ROOF 14EIC-97 - LOAD "CASE #2 WIND // RIDGc� EY.POSURE CATE:vOP.Y `C LUMBER STRESS INCREASE: '•:,3� OCCUPANCY CATEGORT - 1 PLATE STRESS INCRE-ASE= 23-34 OCEANi.1NE CI.,T - 10C MTI.F.:S LOADING T.TV=. T)RAD .PS F) TOP CHD 60.0 I0_a BTM CHD O-10 10,p TOTAL 50.0 20.0 7D.0 ESCE;FTIONS e a-z -12.314 1a.0 -C -13.3N 10.0 SUPPORT'. CRITERIA 207TOM CHORD CONTTINucGSLV SUPPORTED ALONG L•A-TI=- L=NGTH.