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2004-441 TOWN OF-QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes. (518) 761-8256 CERTIFICATE OF -OCCUPANCY Perrriit Number: P20040441 Date Issued: Friday, May' 13, 2005 . This is to-certify that work requested to be done as shown by Permit Number P20040441 has been completed. Tax Map Number: 523400-301-013-0001-022-000-0000 Location: 32 LESTER Dr Owner: CALVIN & MARILYN BRIGGS-HARRIS Applicant: CALVIN &MARILYN BRIGGS-HARRIS This structure may be occupied as a: Porch 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&c de E cement Planning Board or Zoning Board of Appeals. -rr- TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040441 Application Number: A20040441 Tax Map No: 523400-301-013-0001-022-000-0000 Permission is hereby granted to: C;AT,VTN&MARTLYN BRTGCrS-HARRTS For property located at: 32 LESTER Dr 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. . Tyne of Construction Value Owner Address: CALVIN&MARILYN BRIGGS-HA 32 LESTER Dr Porch $19,500.00 Total Value $19,500.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-441 280 SQ FT 3-SEASON PORCH $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, June 24, 2005 (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 To of Q nsb ; �/ r a June 24, 2004 SIGNED BY ��/ for the Town of Queensbury. Director of Building&Code Enforcement Porch, Deck, Dock, or Boathouse 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. No Permit File No. —��V� inspection will be made until applicant has received a valid Fee Paid $ building permit. All applicants' spaces on this application must be Reviewed By: completed and must appear on the application form. , /f Applicant: lA�. B�t�65r4tFt5 Owner: ��'— �ie►�r,5 - hi9�rls Address: 3 s r E r- pp.1.►Ie Address: 3 �JLY9- BucY , !vy 12$6y �uE6�sau �Y� NY /2$6y Phone# ( 5�) �'& - 332-g Phone#(!jIq>) Email Address: --un i+eed Email Address: fun i'�e� Person Responsible for Supervision of Work as Regards to Building Codes: �. \f n FD Eo x /5� Name D e 1< �Y&r1 Address: 5 et1r-& rcJ /&", // 'Phone PrN �01�� L1s�•� rid crroN 24s o Property Location: Lot Number: / House Number 3 Subdivision Name: Tax Map Number: Estimated Market Value of Construction: $ 5 60 �— ya, Porch ��� ❑ Deck Gel ❑ Dock ❑ Boathouse y� h ❑ Other work(describe S E 9 5 e /`a°'% ��'' '�,V� O Size of structure to be built square feet a*Qv ND C6ol AQ Submit along with this application: 1. Two plot plans drawn to scale, preferably using a survey map. Indicate proposed structure showing setback dimensions from all property-lines. Show location of water supply and location and configuration of septic disposal area. 2. Two sets of structural drawings. Indicate size of posts or studs, floor joists, decking or flooring material to be used. Show how the porch or deck will be fastened to the building. If a roof will be constructed, indicate the size of posts or studs, roof rafter spacing and span. Indicate type of roof: sloped, flat, shed, or other. Indicate the type of material being used for the roof. 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 proposed work shall be complied with, whether specified or noted,and that such work is authorized by the owner. ��o Applicant's signature:--� — 1 �i�v+...._ Date: d` ULLd2 L:1SueHemingway\Building.Pemut.FOFMS\Poreh.Porch.Pemiit.doc 8/13/02 revised per DH Check Residential Plan Review: One&Two Family Dwellings YIN/N/A / (2)Full sets of plans y/ Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade, 5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans Foundation Drainage On Plans,if required / 6"Drop in 10' Exterior Grade +/ Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where f Required / Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls l Platforms At Exterior Doors nG Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise , ti N Winder Run and Rise A Spiral Not Allowed From 2n Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance ti Hall Width,36"min. -Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access dv """Roof over 30 —22 x 30 Crawl Spaces 18 x 24 Access � " "p Carbon Monoxide Detector Lowest Sleeping Level o cz) Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: -am/p Depart; ' 'Zr /pm Date Inspection request received: Inspector's Initials: NAME: , I PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location. Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" J I Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs, decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft. _ Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site _ Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed.rise>4 inches Garage Floor Pitched _ Garage Fireproofing/'/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"a cess,I s . ft,150 s . ft. vents Building No./Address sib e Irk a Final Electrical Site Plan /Variancehe4hi&4 Final Survey Plot Plan As Built Septic System/Sewer Dept Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INCO Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFIC}}ATE - ELECTRICAL APPROVAL Permit No................ ...Cert. "��4 8174 Cut-in Card No.......................�. ..................... ... Owner.................. .i...'nJ �� .. A.S ......................... ....... ......Location.� d' Le'—sr -fl g' r............... ...................................................................... ............... ................. .... � _Installation Consisting of.3�a! ,/.q .................. r `...r/. ......................� .. ��.................. ............................................................. ........? 'Q.l ......w ......................................... .........................................................................n....................................... ........................................................... Installed By.....�U.:...... ��� T��....................................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 making ' sp ctions at any time, and if its rules are violated,the Company shall have the right to r v this rtificate. Date..... ..... ........... INSPECTOR.... ..._......... -��:S' ............................................................. Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: o Queensbury Building& Code Enforcement Arrive: arn/ epart: 1 m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. ' P A NAME: - PERMIT#: AU04_ �_la�QO LOCATION: INSPECT ON: Q TYPE OF STRUCTURE: Won Framing Y N N/A COMMENTS 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 Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 /0 l Rough Plumbing / Insulation Inspection Deport Office No. (518) 761-8256 Date Inspection request c ive . Queensbury Building& Code Enforcement Arrive: pm ep : am 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: iS PERMIT #: 0 q — 7 `7' LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1, R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min..Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping ooper Commercial Coo er, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air S!!pply for Furnace Duct work sealed properly/No duct tape COMMENTS: i L:\SueHemingway\Building.Codes.hispection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report ' '= Office No. (518) 761-8256 Date Inspection request received: ��c Queensbury Building& Code Enforcement Arrive: am/pm epart: ,U am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: e4 PERMIT#: LOCATION: > INSPECT ON: aCU TYPE OF STRUCTURE: Y N N/A COMMENTS Fram>ng'- . 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 Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2 3 4 hour SIKIV estoppl>}g - 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: an�l/p epart: e m/pm � 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: L NAME: C n PERMIT#: LOCATION: INSPECT ON: 40 TYPE OF STRUCTU Y N N/A COMMENTS aming 4 Jack Studs/Headers Bracingin /Bridging 2 Joist hangers �l �,� Jack Posts/Main Beams _ R Exterior sheeting nailed properly 12"O.C. �pcR�Fr� Headroom 6 ft. 8 in. y ���`,/� er(,�dl ►�- l�� ? Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or le I nd snow shi d 24 inches from wall oN AI— Fire separation 1, 3 hour . Fire wall 2, 3, 4 hour Firestopping � Z`f Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FOR1VIS\Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report PfAA Office No. (518) 761-8256 Date Inspection req est received: r Queensbury Building&Code Enforcement Arrive: a Depart: am/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initial NAME: R l�, S PERMIT#: d / OR LOCATION: C-�$rC INSPECT ON: 1 TYPE OF STRUCTURE: Y N/A COMMENTS Framing Jack Studs/Headers14 BracingBridging/ Joist hangers Jack Posts/Main Beams �j�A-1�,� C✓-) 1�s �5 Exterior sheeting nailed properly 12"O.C. (SL cl �7ljC�7 Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D nails each side Dr ft stopping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center IV Ice and snow shield 24 inches fiom wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z 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 LASueHemiugway\Building.Codes.Inspection.FoRMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: , Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: NAME: \ PERMIT#: LOCATION: INSPECT ON: —04 TYPE OF STRUCTURE: Comments Y N/A ngs Piers Mo lithic 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/Walipour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\,SueHemingway\Bui]ding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 VAN GORP CONSTRUCTION& PROPER TYSERVICES -®irk&Bill Van Gorp- Renovations,Additions, Repairs&Property Maintenance -Serving the Central Adirondack Region- Reiiabiiity-Quality-Integrity P.O. Box 156,70 Loch Muller Road Mobile: 518 524 6729 Schroon Lake, NY 12870 Mobile: 518 524 0124 Telephone: 518 532 7694 Fax. 518 532 9401 E-Mail: adkvangorp(Wearthl ink.net 21 June 2004 To: Town of Queensbury RECEIVED Building Codes Department RE: Briggs-Harris Building Permit Application JUN 2 2 2004 TOWN OF B Y UINGILD AND C Dear Sirs: ODE As per your request, please find listed below additional technical specifications for the proposed addition to the home of Cal & Marilyn Briggs-Harris at 32 Lester Drive, Queensbury. Common Wall Shared With Garage 1. Type X fire-rated 1/2"sheetrock will be applied to the inside of the addition common wall which is shared with the garage. 2. Type X fire-rated 5/8" sheetrock will be applied to the inside of the garage common wall which is shared with the addition. This sheetrock will extend past the ceiling plate and through the rafters/trusses to the bottom of the roof deck. Outside Deck 1. The small deck outside the addition exterior door will measure 5'x 10'. It will be built with 2x6" pressure treated framing 16" on center. The deck surface will be 5/4"x 6" pressure treated lumber. The deck will be supported by 2 concrete sonotube piers, in addition to a ledger board and joist hangers where the deck is attached to the addition. 2. The deck structure surface will be approximately 6-7"above the finished grade. Subsequently, no railings or steps are planned. Thank you for your assistance. Dirk Van Go OfCA11w�S��CF IFS S Zlplcm 15 �p� vG�rory U'.J fit.. g>���. S VAN GORP CONSTRUCTION& PROPERTYSERVICES Dirk&Bill 1/an Gorp - RECEIVED ������ Renovations,Additions, Repairs&Property Maintenance -Serving the Central Adirondack Region - Reliability—quality—Integrity JUL 0 7 2004 P.O. Box 156, 70 Loch Muller Road Mobile: 518 524 6729 TOWN OF QUEENSBURY Schroon Lake,NY 12870 Mobile: 518 524 0124 BUILDING AND CODE Telephone: 518 532 7694 Fax: 518 532 9401 E-Mail: adkvangorpeda blitlk; etr` '' "" �P�3 , 06 July 2004 REVIEWED gY �- To: Town of Queensbury LATE Building Codes Department -� RE: Briggs-Harris 3-Season Porch/Room Addition Project Dear Sirs: As per our conversation, please find listed below additional technical specifications for the proposed 3 season porch/room addition to the home of Cal & Marilyn Briggs-Harris at 32 Lester Drive, Queensbury. The foundation for the 3-season porch/room addition will be changed as follows: Original Crawlspace Foundation Design/Plan: • Poured concrete reinforced 10" x 18" footings minimum 48" below finish grade • Poured reinforced concrete 8" crawl space foundation utilizing Eco Block forms. • Walls doweled to footings 48" on center with 5/8" rebar. • Waterproofing applied below grade on foundation walls • Crawl space floor to be 24" below bottom of floor joists—covered with 6 mil poly • Trowel applied fiber cement coating above grade on foundation • '/2" anchor bolts 48" on center in foundation wall. • 2x8 PT Mud Sill with Sill Sealer Proposed Foundation Design/Plan: • 3 - Poured concrete reinforced 12" Diameter Sonotube Piers—9'6" on center. • 12" Sonotube Piers will be set a minimum of 48" below grade surface • 12" Sonotube Piers will be set on 28" x 28" Sonotube base footing. • '/2" anchor bolts will be set in 12" Sonotubes. • 2 x 8" Pressure treated sill plate will be bolted to sontubes • Common wall to existing garage will have 2xl0" plate bolted to existing foundation and Framing —floor joists for 3 season addition will be fastened with approved hangers to this plate. • Outside carrying beam will be tripled 2 x 10"—floor joists to be fastened with approved hangers. • Side floor joist will be 4eubfed 2xl0"—blocked 24" on center. Thank you for your as ' tance. l�*�,� -_/ Dirk Van Gorp � A ������-••,..,���y�p . I , I 1 ' All Ll I AO , 1 i i ll • , • 1 I 1 : ' i . hl ga t4,::Y,5-v 5 �q 9 : u -r 1 - , , I I � i , I I I I _ : , VV I I • _ I I -- -� r-_- I tiI , : -i`- I 1 ! r{ �I ' j_ i- --�=�, �-T I I .__ ' r��.l(�Nf1���.t✓� 1 Q .{�i �� i I ;I I -- I I I . ' � [�� •I tpf I _ I i I ' , - I I I 3�t�a �S c►Q �n���t.5 � -- r• r I EE IB R` 'U I IOIP G DEPARTMENT PILE COPY TOWN OF QU�r��.,,1 ,l bJ!. � Based on odr limited examination, compliance with our comments shall not be construed as indicating the plans and specifications are in full PL6T 1`�iN ��tGGS — pRRts �17L�lT+Q compliance with the Building Codes N of New York State. NY `�E RY , l`fir Te sc tic r— TOW. NF Ry .. ,, -------- -- - - - --- BUILDING �- �� REVIEWED 6 - t DATE st x . NOftE KR��1pAFOAM CO PER INSULATION MUST�A Sl11ATION vERED BY NON-COMBUSTIB!.r p n.- , UrET BE COVERED THERMAL BARRIER C�Jc�STiNC� t1ouSE _r`'RvCTUKt � � 777 j �CGE55 Atscl'p �: PRoPoSED 3 It SEASON Room ADvirmN w 4B N HPIIS RIGGS - AR �OME ,.. a N s 4 OUEIENS5 NY �-- � 1 11 Z it d x T P cy fP Y O„ Y Pang I drfmvaut Oft RATIO ��3��Ceiooe5rio-c� i --` 41Lx2fLqp T f.,AYov�-= Br-ICaCAs- ffARrc,s 3 Season Room 1�or T e ,��£ 20'x 14' c ---------------------------------------- ------------- septi 16.9'set Deck ------- -- --- — --45 S.?'.- ^----------------------------- ;-----=---=---- _ --� F N WEST- ELEVATION K t'VFlJLL IF-LJ -- -�)jqRR1S &POSEP &)VIT16N 1�a" SCALF rf cle s k AFL (D.0 k 5 x 8 ItPPex� .. �r SOUTH FI-Ey" nary VIEW • BRICAsS' OARiZISPlz6pibsr-rl> �vv i noN qE f�ores�v �vvroN I�FiJNE �RtYe�ED AvVinor� LE.PT1{ LSr'IN6 N6105f- " GftRiA6f— SIU�-: WALL IL s 444'1 r Cal & Marilyn Briggs-Harris 3 SEASON ROOM ADDITION 32 Lester Drive Queensbury, NY 12804 SCOPE OF WORK&SPECIFICATIONS General • All construction materials and methods will meet and/or exceed all applicable codes and ordinances. • Owner will secure and pay for the building permit. All other necessary permits, inspections, etc shall be obtained by and paid for by the contractor. • All manufactured articles, materials and equipment shall be applied or installed as recommended by the manufacturers. All materials used shall be new and free from defects. Demolition • Removal of Siding/Other Material from Common Wall to Existing Garage Excavation • Excavation of crawl space foundation, relocation of foundation excavated material, finish grading • Perimeter drain placed around foundation footings. Crawl Space Foundation • Poured concrete reinforced 10"x 18"footings minimum 48" below finish grade • Poured reinforced concrete 8" crawl space foundation-utilizing Eco Block forms. • Walls doweled to footings 48" on center with 5/8" rebar. • Waterproofing applied below grade on foundation walls • Crawl space floor to be 24" below bottom of floor joists—covered with 6 mil poly • Trowel applied fiber cement coating above grade on foundation • %" anchor bolts 48"on center in foundation wall. • 2x8 PT Mud Sill with Sill Sealer Main Floor Framing • Full 2x10 box sill. • 2x10"floor joists 16" on center,solid blocking 7' on center. • 3/" CDX tongue&groove floor deck. Wall Framing • 2x6"wall framing— 8'0" Height to top plate. Double top plates • Y2" CDX wall sheathing • 2x10 window/door headers Roof System 9 • 2x12" main roof rafters 16"on center. 4/12 Pitch to Match Existing House • 3/4" CDX roof deck • 30 Year Asphalt Shingle roofing to match existing roof. Painted Metal Valleys. • Ice/Water Shield Applied to Lower 72" of Roof Deck, 15#Felt Paper Elsewhere • 2x6" Collar Ties approximately 32"on center Windows, Doors, Skylights • 3—Andersen 244DH 2846 Windows, Low E Glass, Screens, Grilles • 1 —Andersen 244DH 20-FX4946-20 Window, Low E Glass, Screens, Grilles • 1 —Exterior Insulated 36" Door with Storm/Screen Door • 1 —Exterior Insulated Replacement Door For Existing Garage Entry Door Siding &Trim • Vinyl Siding Chosen by Homeowner • Vinyl/Aluminum Soffits, Facias, Comers Insulation • Tyvek building wrap on exterior walls • 6" R-21 fiberglass insulation in all wall cavities • 6" R-21 fiberglass insulation supported by galvanized wire in floor cavities • 10" R-38 fiberglass insulation in roof cavities, with continuous 'prop-a-vents' • 6" Rmax Foam Insulation Over Exterior Walls— 12"from Outside of Exterior Wall • Continuous soffit vents, vented roof ridge, 2 crawl space vents Electrical • Standard code electric wiring, outlets &switches fed from existing main panel • Installation of lights&ceiling fan. Interior Finish • %"sheetrock/taped/finished on interior wall &ceiling surfaces • 1x3" pine Interior door&window trim/casings &baseboards. • 2 coats clear finish applied to all interior wood surfaces • 2 coats paint applied to all interior sheetrock surfaces Debris t Cleanup • Removal of all building debris&trash • Ongoing clean-up of site and project. Contractor Van Gorp Construction Owner/Proprietor: Dirk Van Gorp PO Box 156 Schroon Lake, NY 12870 Tel: 518 532 7694 Fax: 518 532 9401 Mobile: 518 524 6729 I Li C F LOppti o LLAt Yt" 32 ©• y �►1�EC�rQ 1C..� rr �1�X ` � oC.x(v° W yLL. kvrlH+NCB BYt 69WOb VlkL t n 1N 5 g r-,e�l wrrN �-UrrY�Ju�sOs h COY PSuN J (40 ��Z� D �N5«LNY1cN �EEpj �Urtpr, �.t ret-rt1 ©FJortrS 7-4-6, /Z a l�ors �P Hit, spo9tv (c Ilea F9Ly VAr�t �r1cr .E� .L +Nbst�e�► C'1 � Str•�� o P.op to' �N`�.�-coy. �1e..9al- ��•�r�� ��+qb�, �U�t.. �' crK �•�/�sur�}r"Et� �p��t5 ,t` j'J� `mac 4r.4_ q8'' C. C -1 1 1 0q CeN c tErE �m rrnJ� S �'�C� N K ��� C �CD D .. r Cn +C W CDt7 CD j rn -< vN � 0 0 � 1' rVi 0m z T > o v z v o 0 op DWDzm m a v < �vI, m ccn+ Vl cZ`"W � z 0 m(nrno - m m N06 28'00~C O Z Z (D Ro 105.40' r - Ok a �I r ----- m Vi . �— �� �� �E DRAINAGE EASEAIENT Jy�' A •C r -- '50 00"E _� 230,19' CONCRETE ~— I'LANIER w HOUSE a cD (,I r 0 00 CA w CA co P 0 a evil s . C! R=75.00 23-24 CUOCRT Iiit ,� `w r \0 0 v � CD o 1 P, cn 0 m � _ to a o CD a d � r o � o b C Z O ° Fn D Z m Z z j o m rr N � � f�1 z O Z ' � I n o v Z n //�1 0 1 F, Cn c 3 to . r Oc,al P-.k ........ ....... { NAGNMAO MV. 1863 ru 88-1-12