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2005-318 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050318 Date Issued: Monday, August 22, 2005 This is to certify that work requested to be done as shown by Permit Number P20050318 has been completed. Tax Map Number: 523400-295-018-0001-041-000-0000 Location: 55 WILLOW Rd Owner: CHRISTOPHER HOY Applicant: CHRISTOPHER HOY This structure may be occupied as a: Residential Addition 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. FYCheck Residential Plan Review: One& Two Family Dwellings /N/N/A (2)Full sets of plans 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 Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls '< Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise f. Spiral Not Allowed From 2d Story / Smoke Detectors Battery Backup and Proper Location i Bathroom Fixtures Proper Clearance 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 Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050318 Application Number: A20050318 Tax Map No: 523400-295-018-0001-041-000-0000 Permission is hereby granted to: CIIRISTOPIIF,R HOY For property located at: 55 WILLOW 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. Type of Construction Value Owner Address: CHRISTOPHER HOY MARICE PAPPO Residential Addition $18,623.00 55 WILLOW Rd Total Value $18,623.00 QUEENSBURY, NY 12804-0000 Contractor or Builders Name /Address Electrical Inspection Agency TEAKWOOD BIJLDERS_ INC 563 NORTH BROADWAY SARATOGA SPRINGS_ NY 12866-0000 Plans&Specifications 2005-318 40 SQ FT RESIDENTIAL ADDITION $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, June 14, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Tu sday, June 14, 2005 SIGNED BY �i� for the Town of Queensbury. fV Di ctor of Building& ode orcement Permit No. 0gD- 3 Building&Codes Office-Deparlmeni of Community Development-Town of Queensbury Fee Paid , crV 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Halln,Director codes®aueensbuN.net Phone: (518)761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. Ail applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder �Ea��.L�1 't��� �.�- Owner: 't''IAZ ,,_% d l Address: -15o' s , O-oA Address: 56 \r..aLL. ,J P-Oa A Home Phone: S�?- 41213 x /$ Home Phone: 75w- l l Cc A Email Address: CT7'E-Z,e- 2=fk L,I-vb-11�,ZLDt7s !y-� Email Address: Cell Phone: Cell Phone: FAX Phone: S,57-- va(a? FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: T)Jc . Address: 6-403 nla271N 3 24ADWAV , saza�cvn S+�? GS 6U. A)e,:ae Phone SY7-y//3 x)3 Location of proposed construction: Lot No. Legal Address: S5 WgLLg--.l Tax Map Number: Subdivision Name: KtGEIVED b ti x c: Estimated Cost of Construction: $ L4j Ca'A3 Proposed construction is for: Residential Use _Commercial Use IUIAY 1 3 2005 TOWN OF QUEENSBURY Name of Business: BUILDING AND CODE If proposed construction is an addition,what will use of new addition be? —Nv-t�CST Sm—ftZ!> New Addition Alteration Proposed Construction III Floor 2^d floor Other Total Proposed sfrucfure (Occupancy Typel Sq.Ft. sq.It. Sq.Ff. Square feet Height Ft. Single-Famlly DwellingC� Two-Famlly Dwellin Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1 2 3 Type of Heating System: Electric, Oil, Wood, Forced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. _ Yes No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after Issuance of your permit. Declaratlon: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the 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 Codes, 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. Further, it is understood that I/we 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 all new construction. Date: 5 3 �y�_ Applicant/Builder Signature - /1 The application of dated A is hereby approved and permission granted forth c st u Lion,reconstruction or alter ion o ildin and or accessory structure as set forth above. Date: Authorized Signature: - L:\Sue Hemingway\Building.Per it.F RMS\Principal Structure Permit Applicalion.doc V:12/14/04' , 4- Queensbury Building & Code Enforcement - PenFinal Inspection Office No. (518)761-8256 Arrive: art:Date Inspection request received: Inspector's InitialNAME: ` C.LOCATION: 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" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios j 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 %2" 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 fumace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Tern 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/3/4 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"access, 1 s . ft.-150 s . ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required 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 Insv. form 2.docLast printed 2/12/04 4AO / Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ T epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 0 4n) NAME: PERMIT #: LOCATION: INSPECT ON: -'/ 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 Water Supply Piping Air/ Head 50 P.S.I for 15 minutes 11-Wulation Residential Check Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 y—CC)can. Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ? 11 o 5 Queensbury Building & Code Enforcement Arrive: am/p ' epart: m/ m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �f NAME: PERMIT #: LOCATION: 551 631. INSPECT ON: 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 Water Supply Piping Air / Head 50 P.S for 15 minutes �sulartib(n esidential Check/ Commercial Check nt Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace , t, D ct work sealedproperly / No duct toe 1L=A r COMMENTS: ate( -r,)p /9,,Tt- LAPam Whiting\Building&CodeAnspection Formsaough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re est,,rec v I k,6 Queensbury Building&Code Enforcement Arrive: a T part: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: f, -3 NAME: L4 PERMIT#: LOCATION: INSPECT ON: 7 p TYPE OF STRUCTURE: �6 YA N N/A raming COMMENTS F 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 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 05117/2005 08:08 5187827319 ARCHITEX PAGE 02 RECEIVED I� AR C H I T- E -X11 MAY 7 2005 ARGHITECTURE PLANNING DESIGN TOWN OFQUBENSBURY 62 GRANDVIEW DRIVE LATHAM, N-Y. 12110 BUILDING AND CODE (518) 782.7319 DK. t3Y �aA N '.� ��i es a111`oN'a 4e s DWI , AAV1 G 1st 1"'- 1-,�n1 Sc.a11c: "_ i PReQ��rtY an'oF 4L036fAus --.. Ll NE �-�'• i J � -gy p Z 1 LIT RC04 05/17/2005 08:08 5187827319 ARCHITEX PAGE 03 Permit"Number REScheck Compliance Certificate checked By/Date New York State Energy Conservatioli Construction Code REScheckSoftware Version 3.6 Release I Data filename:C:\Progmam Files\Check\PES,�heck\pappohoy.rck PROJECT TITLE:Calculation for Addition COUNTY:Women STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Eleatic WINDOW/WALL RATIO:0.25 DATE:05/17/05 DATE OF PLANS:April 4,2005 .PROJECT DESCRIPTION: Addition&Alterations to the PAPPO/HOY RESIDENCE 55 Willow Road Queensbum NY DESIGNER/CONTRACTOR: ARCHITEX Timothy J.Gallagher,RA 52 Grandview Drive Latham,NY COMPLIANCE: Passes Maximum UA=22 Your Horne UA=22 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perim BYa R- MA Ceiling 1:Flat Ceiling or Scissor Truss 40 38.0 0.0 1 Wall 1: Wood Frame, 16"o.a 140 21.0 0.0 6 Window 1: Wood Frame:Triple Pane with Low-E 35 0.380 13 Floor 1:All-Wood Joist/Trtw:Over Unconditioned Space 35 21.0 0.0 2 Furnace l:Forced Hot Air,90 AFUE Air Conditioner 1:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building 05/17/2005 08:08 5187827319 ARCHITEX PAGE 04 plans,specifications,and other calculations submitted with this permit application. ne proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such pl sped tion a in compliance with this Code. 4k ldw/Designer Date S/76 S AR tis� �atv c�1 o ��OF NE`�y _ 05/17/2005 08:08 5187827319 ARCHITEX PAGE 05 REScheck Inspection Checklist New York State Energy Conservation Construction Code MScheckSottware Version 3.6 Release 1 DATE:05/17/05 PROJECT TITLE:Calculation for Addition Bldg. Dept, I Use I I I Ceilings: [ J I 1- Ceiling I: Flat Ceiling of Scissor Truss,R-38.0 cavity insulation ( Comments: I Above-Grade Wallis: [ J I L Wall I:Wood Frame; I6"o_c.,R 21.0 cavity insulation ( Comments: I Windo": [ J I I- Window 1: Wood Frame:Triple Pane with Law-E,U-factor:0.380 ( For windows without labeled U-moors,describe feat: ( #Panes Frame Type Thermal Break?[ J Yes[ j No ( Comments: ( ( Flows: Floor 1:All-Wood JoiWFruss:Over Unconditioned Space,R-21.0 cavity insulation ( Comments: ( ( Heating and Cooling Equipment: [ ( 1. Furnace 1: Forced Hd Air,90 AFUE or higher ( Make and Model Nwnbet [ J ( 2. Air Conditioner I:Electric Central Air, 10 SEER or higher ( Make and Model Number ( Air 1"kage: [ J ( Joints,penetrations,and all other such openings in the building envelope that are sources of air ( leakage must be sealed. [ J I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly f with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a ( 3"clearance froth insulation. ( ( Vapw Retarder. [ J I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Mak-rials Identiikation: [ J I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ J I Materials and equipment must be identified so that compliance can be determined- [ J I Manufacturer manuals for all installed heating and cooling equipment and service water heating ( equipment must be provided. 05/17/2005 08:08 5187827319 ARCHITEX PAGE 0G [ ) I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. I lDuoct hwalatioe: [ J I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ) I Return ducts in unconditioned attics or outside the building must be insulated to R-6. I Supply duds in unconditioned spaces must be insulated to R-11. ( ) I Return ducts in unconditioned spaces(except basements)mint be insulated to R- [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return duds in basements. I I >�Coast�ttitctioa: [ ) I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), I mastic-plus-embedded-fabric,or tapes. Tapes and mastics must berated UL 181 A,or UL 18113. ,F Ception:Continuously welded and locldng-type longitudinal joints and seams on ducts Operating at less than 2 in,w.g.(500 pa). [ ) l The HVAC system must provide a means for balancing air and water systems. I I Temperature Coatrolrs: [ ) ( Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest torte. I merle Syaftmm: [ ) ( Separate electric meters are required for each dwelling unit. I Flre : [ ] ( Fireplaces must be installed with tight fitting non-combustible finplaee doors. [ ) I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the,ResiafewW Code of New York State or I the New York City Building Code,as applicable_ I I Service Water Heating: [ ] ( Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral hest trap or is part of a circulating system. [ J I ln=We circulating hot water pipes to the levels in Table 1, I I Circulating Hot Water Sysft nm: [ ) I insulate circulating hot water pipes to the levels in Table 1. l i Swimming Pooh: [ J I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-dePletable sources. Fool pumps require a time clock_ I Heat*and Coding Piipiag Immolation: [ I HVAC piping conveying fluids above 105°F or chilled fluids below 55 '17 must be insulated to the levels in Table 2. 05/17/2005 08:08 5187827319 ARCHITEX PAGE 07 Table 1: Alinlm*m Imuta!tian Tkicknets for ClrcuWng Ifoi Water Pipes. loWation'h ftess in Inches_by gigg Sizes Heated Water ft-circulathm &MOUts Cirg9ating Mains and Runouts TcMyU3We(n lip to 1" w to 1.25" 1.5-to ZO" 03V_2� 170-190 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 IM130 0.5 0.5 0.5 1.0 Table 2. hfiainmm In mhdox TkkAmess for OVAC Ptpex Fluid Temp. laatWian ThidgM i0 ind=by fjM Sizes PiViID9 SY90 1= 135= ) 2"Kozo 1"and Geis 1,25,to 20 ,2.5w to 4* Heating System Low Ptess d7cmperaturc 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 L5 Steam Condensate(fur feed water) Any 1.0 1.0 1.5 2.0 COQ lag Chilled Water,Mfcigeiant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO MELD (Building Departinad Use Only) 05/1.7/2005 08:08 5187827319 ARCHITEX PAGE 01 TEX-j- AR GH I TE PLANNING - DESIGN 52 GRANDVIEW DRIVE LATHAM, N.Y. 1 Z 1 10 (518) 782-7319 FAX TRANSMISSION COVER SHEEN" DATE: S (YI I? ZWS TO: NAME COMPANY FAX NO. 74s-. 4414 FROM: NAME NO. PAGES (including cover page) �] ) RF: Ot-Pa►J �tJ l �l•ti3 �}t� TRANSMISSION NOTES&COMMENTS: 1-10 r[f COPY TO: Elk- �o Vll ,aS — Jim- T9IfP, i Gr QUE"rEr4S6ijRY FILE PY PRO' JECT NOTES BUILDING& U °, REVIEWED DATE TOWN OF QUEDGM MUM DpARMTBued on ow knW a ccanoa wi�M olx coRRNNRIerds sh11� trot construed as the plena and st1l�dAcadons� fuu EXISTING ROOF BtNild' t THESE DOCLMMENT&QDRA*m AND FICATiom)ARE WILRTRUMEINTS OF SERVICE AND mAL4,RE#MIN THE 17,PROVDE STRUCTURAL META.CONNECTORS BY-SIMPSON STf!�QW TIES'AT ALL BEARW 4QjjUTT OR FLUSH TRUSSES TO REMAIN Of NgW Ydk$tet8. mg� PROPERTY OF THE ARCHITECT�THE PROJECT FOR WHICH THEY ARE CREATED IS EXECUTED OR NOT.THESE CONNECTIONS OF STRUCTURAL MEMBERS INCLUDiN4,9UT NOT LIMITED TO THE FOLLOWI G:JOIST-JOIST,JOIST TRUSSES ARE NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AGREEMENT I AUTHORIZATION OF THE SEW JOIST-LEDGER.RAFTERS OR JOISTS-PLATE,NEAM-BEAM,BEAM-POST,POST-PIER,POST-FOOTING, ' ARCHITECT. ETC.(GALVA VED AT EXTERIOR.) ` 14.DOUIILE FLOOR JOISTS BELOW PARALLEL RUNNING WALLS. _ R3 NOTICE _ o ARCHITECTURAL: 19.A4 L ROOF OVERMAMW EXTERIOR COLUMNS ETC.,SHALL BE SECURELY FA$T&NE61'TQ THE BUILDING STRUCTURE UGI N**RfiaW_Ve TiE GOWN CONNECTORS BY'SNMPSON STRONG TIE'AT EACH RAFTER OR J1 T PLATE BEARING p� 1.THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION i SUPERVISION OF THE CONNECTION TO PFW~UPLIFT OR MOVEMENT DUE TO W VW LOAM VELUX MODEL FS106 KRAFT PAPER ��ON MUST BE UNDERSIGNED AND TO THE UNDERSIGNED`S KNOWLEDGE,INFORMATION AND BELIEF MEET THE REQUIREMENTS SET FORTH 20.ALL EXPOSED MATERIALS FOR PORCHES,SOFFITS,OVERHANGS,ETC.,SMALL BE APPROVED WERIOR GRADE. FIXED SKYLIGHT W/ COVERED 6Y NON-COMBUSTIBLE BARRIER 21.PROVIDE CORROSION RESISTANT FLASHING AT THE TOP AND ALL SHOES OF ALL RaJ�XTBRIOR W§9XjWS,SKYL AND 1" BY THE BUILDING CODE OR RESIDENTIAL CODE OF NEW PORK STATE(EFFECTIVE JANUARY 1,2003)AND THE ENERGY APPLICABLE DOQR/ENTRY SYSTEMS (2)2x4 HEADER OPTIONAL SHADE CONSERVATION CONSTRUCTION CODE I NEW YORK STATE(EFFECTIVE L TERMINATE 3, NATE 22.ALL EXTERIOR BUILDINGS PENETRATIONS SHALL BE SEALED AND LEAKPROOF. TOP 4 BOTTOM 2.THE DUTIES OF THE ARCHITECT AND NiiS EMPLOYEES OR AGENTS SHALL TERMMINATE WITH THE COMPLETION AND NOTICE ' DELIVERY OF WORKING DRAWMHGS.THE ARCHITECT 18 NOT RESPONSIBLE FOR SUPERVISION OF CONSTRUCTION OF THE - PROJECT,NOR DOES THE ARCHITECT HAVE AUTHORITY TO ACT ON BEHNiAtf OF THE OWNER OR THE CONTRACTOR 24.ALL NEW APPLIANCES ARE AS SELECTED BY E)iNN$R AND SHALL BE INSTALLED AS PER THE MANIJFAG'TURER'S _ _ SPECIFICATIONS. ©4 12" (R=38) BATT. INSUL. UNLESS NOTED OTHERWISE IN WRITING. 25.ALL DRYER VENTS SHALL BE CONNECTED TO THE OUTSIDE.PROVIDE EXTERIOR VENT COVER AS REWIRED.REFER 12 ba - FOAM INSULATION MUST BE COVERED 3.THE ARCHITECT SWILL NOT BE RESPONSIBLE FOR THE ACTS OF OMISSIONS OF THE CONTRACTOR OR ANY TO DRAWINGS FOR LOCATIOWS). SUB-CONTRACTOR OR ANY OF THE CONTRACTOR'S OR SUB-CONTRACTOR'S EMPLOYEES OR AGENTS.OR ANY OTHER BY A 15 MINUTE TH ERMA I R.� 3�8.ALL INTERIOR WOOD TRIMMIBASE SMALL MATCH EXI8TNG STANDARDS UNLESS OTHIC�IIiSE SELECTED BY OWNER. 2'_ PERSONS PERFORMING ANY OF THE WORK. 4.THE ARCHITECT I3 NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION NOR FOR SAFETY ON THE 27,TYPEILOCATION/OITENT OF ALL NEW INTERIOR FMfSHES(PAINT,CERAMIC TILE,VINYL TILE,CARPET,ETC.)SHALL BE AS SELECTEIND1RECTED BY OWNER. 1/2" WB FINISH a JOSSiTE,AND THAT THESE RESPONSIBILITIES ARE INTENDED TO BE AND TO REMAIN SOLELY THOSE OF THE GENERAL w SHA T OPENING(TYP.) CONTRACTOR. fA 5.THE ARCHITECT IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVALS. n O ` 1. ALL(MASONRY CONSTRUCTION SWILL COMPLY WITH ACf 531-79 REV 33 AND THE MASONRY INSTITUTE. 2. MORTAR SHALL BE PORTLAND CEMENT TYPE'M'OFt'S'. � 3. GROUT SHALL BE i c=3000 PSI PEA GRAVEL MIX. 1.CONTRACTOR SHALL PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES,CODE AMENDMENTS, 4. PROVIDE CAULKING/SEALANT AT ALL JOINTS BETWEEN MASONRY ARID WINDOW/DOOR FRAMES/CASINGS'/TRIM STANDARDS,ORDINANCES,RULES AND REGULATIONS INCLUDING,BUT NOT LIMITED TO THE FOLLOWING: LOCAL ZONING ORDINANCES BUILDING AND/OR RESIDENTIAL CODE OF NEW YORK STATE LOCAL BUNLOING DEPARTMENT REQUIREMENTS NATIONAL ELECTRIC COTE 1. ALL NEW PLUMBING FIXTURES AS WELL AS WATER,SOIL AND VENT PIPING SHALL BE INSTALLED IN STRICT NATIONAL FIRE PROTECTION ASSOCIATION CONFORMANCE WITH THE BUILDING AND/OR RESIDENTIAL AND/OR PLUMBING CODE OF NEW YORK STATE AND ALL 2 CONTRACTOR SMALL COMPLY WITH THE NYS BUILDING CODE SAFETY OF PUBLIC AND PRIVATE PROPERTY DURING OTHER LOCAL CODES HAVING JURISDICTION. CONSTRUCTION OPERATIONS. 2. THE CONTRACTOR SHALL VERIFY THE SIZE OF EXISTING DOMESTIC HOT WA71SR SYSTEM AND DETERMINE IF THE 3.THE CONTRACTOR SHALL,EFFECT AND MAINTAIN 04SURANCE(CONTRACTORS LIABILITY,WORKMANS COMPENSATION, EXISTING SYSTEM WILL BE ADEQUATE FOR NEW NA EXISTING LOADS COMBINED.If SYSTEM IS NOT SUFFICIENT,THE COMPLETED OPERATIONS ETC.)ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND SHALL FURNISH PROOF OF THE CONTRACTOR SMALL INCLUDE IN HIS i HER BID THE COST OF EXPANDING OR UPDATING THE SYSTEM AS REQUIRED �T ���........r SAME TO THE OWNER PRIOR TO COMMENCING WORK. FOR PROPER PERFORMANCE. BUILDING SECTION 4.EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HNSMER INNSUR/ANi X COVERAGE(WORKMANS COMPENSATION, 3. NEW WATER PIPING SHALL BE TYPE 1_'COPPER,HAw DTEMPERED WITH DIELECTRIC UNIONS. A LIABILITY,DISABILITY ETC.)TO THE GENERAL CONTRACTOR(AND MADE AVAILABLE UPON REQUEST TO THE OWNER) 4. ALL PIPING EXPOSED iN UN-HEATED SPANS OR LOCATED IN EXTERIOR WALLS SHALL BE PROPERLY INSULATED. PRIOR TO COMMENCING WORK.EACH SUBCONTRACTOR SHALL SUBMIT LIEN RELEASES FOR ALL RELATED MATERIAL A 5. PROVIDE STRUCTURAL METAL CONNECTORS/SLEEVES WHERE ANY INSTALLED PIPING PENETRATES JOISTS,STUDS A I I/4"=I RO" �a FAMILY ROOM LABOR PRIOR TO FINAL PAYIMENNT REQUEST. ETC. ;AS MANUF. BY'SIMPSON STRONG-TIES'(SS SERIES)OR EQUAL AS APPROVED BY ARCHNTECT. 5.THE CONTRACTOR SHALL VISIT THIS SITE TO VERIFY EXISTING CONDITIONS AND FAMILIARIZE HIMSELF WITH THIS 6. ALL NEW KITCHEN AND BATH FIXTURES TYPESMTYLESICOLORS SHALL BE AS SELECTED BY THE OWNER. INTENT OF THE DRAWINGS.ANY DISCREPANCY BETWEEN THE DRAWINGS AND THE EXISTING CONDITIONS MUST BE REPORTED TO THE ARCHITECT OR OWNER PRIOR TO START OF CONSTRUCTION.THE CONTRACTOR SHALL INCLUDE IN r_, HIS WORK THE EFFECT OF ALL EXISTING CONDITIONS. tP^i�11 M1 6.THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR MEC PLI HVAC TO CONSTRUCTION AND SHALL REPORT TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK,ANY W DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK. 1. ALL NEW MECHANICAL PIPHNC�IDUCTWORK DESIGN,EQUIPMENT AND INSTALLATIONS SWILL COMPLY WITH THE 7.DO NOT SCALE DRAWINGS.CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS PRIOR TO BUILDING AND/OR RESIDENTIAL ANOlOR MECHANICAL AND/OR FUEL GAS CODE OF NEW YORK STATE,ALL LOCAL CONSTRUCTION. CODES AND ALL APPLICABLE N.F.P.A.,ASHRAE AND SMACNA STANDARDS. 8.THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY ERRORS,OMISSIONS,CONFLICTS OR AMBIGUITIES 2. THE CONTRACTOR SHALL VERIFY THE SIZE/PERFORMANCE OF THE EXISTING SYSTEiM(S)AND CALCULATE THE NEW IN AND BETWEEN THE PLANS,DRAWINGS AND SPECIFICATIONS PRIOR TO PROCEEDING WiTH THAT PORTION OF THE REQUIREMENTS TO DETERMINE IF THE EXISTING SYSTEM(S) WILL BE ADEQUATE TO ACCOMMODATE THE NEW Fir WORK.IF SUCH NOTICES,13 NOT FURNISHED TO THE ARCHITECT,THE CONTRACTOR SHALL BE DEEMED E HAVE ADDITION(S). IF EXISTING SYSTEM($)ARE NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF A INSPECTED THE PLANS,DRAWINGS AND SPECIFICATIONS AND HAS FOUND THEM IN PROPER FORM FOR EXECUTION. 9.EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB SITE EXPANDING THE SYSTEM(S)AS REQUIRED FOR PROPER PERFORMANCE. A 1 DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS 3 REQUIREMENTS OF O.&H.A.THIS SMALL 3. THE CONTRACTOR SHALL COORDINATE THE MODIFICATIOHM ALE!EXTENSIOWS)OF THE EXISTING HVAC SYSTEM(S) z INCLUDE,BUT NOT BE LIMITED TO THE FOLLOWING:PROVONG FOR ADEQUATE S PROPER BRACING,SAFETY RAdt,IM, 94CLUOING RELOCATIONRE-ROUTING OF EXISTI1G PIPIMMCs/ DUCTWORK,DISTROUTI N(SUPPLY a RETURN)OF AIR ETC. EXISTING ROOF TRUSSES BARRICADES,GUARDS,SECURE FOOTINGS FOR TEMPORARY SCAFFOLDING OR STAIRS,WARNM LIGHTS a SKINS. a 24" O.C.(V.I.F.) N O 10.CONTRACTOR SHALL PROVIDE ALL MATERIALS,PERFORM ALL WORK AND INSTALL ALL MATERIALS IN ACCORWACE 4. THE CONTRACTOR SMALL BE RESPONSIBLE FOR ENGI4LER00 AND P iNG A FULLY BALANCED HVAC SYSTEM - WiTH RECOI NIZED GOOD STANDARD PRACTICE.CONTRACTOR IS RESPONSIBLE FOR INFORMATION THAT PERTAINS SOLELY FOR NEW AND ALTERED OCCUPANCIES AND AS NECESSARY TO SUIT NEW SPACE 4t ROOM ARRANGEMENTS. TO THE FABRICATION PROCESS OR TO THE TECHNIQUES OF CONSTRUCTION AND FOR COORDINATION OF THE WORK OF 5.THE CONTRACTOR SHALL COORDINATE THE POTALLATIONN OF NEW HVAC SYSTEM EQMIP`MMENT, DUCTWORK, AL L TRADES. DIFFUSERS,GRILLES,(INSULATED DAMPERS ETC. O9 7 11.ANY DEVIATIONS FROM THIS ARCHITECTS DOCUMENTS MUST BE SUBMITTED TO THE ARCHITECT IN WRITING i DETAIL 6.PROViM RREaARAPERS 04 ALL DUCTWORK WHERE P'ENETRATNNG NEW AND/OR EXISTING RATED WALLS/ FORM FOR APPROVAL PRIOR TO COMMENCEMENT/CONTINUATION OF WORK. PARTITIONS/SEPARATIONS AND AS REQUIRED BY CODE. � W 12.ALL DISTURBED AREAS TO BE REPAIRED IN KIND. I I I I I I I I � L•� 13.MINOR ITEMS SUCH AS PATCHING,BLOCKING,TRIM,ETC.,SHALL BE PERFORMED AS REOLMRED TO MAKE THE WORK COMPLETE WHETHER SHOWN OR NOTED ON THE DOCUMENTS OR NOT. 14.NO NOTE OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM THE EXECUTION OF ALL ELECT (\�7 WORK IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. 15.CONTRACTOR SHALL MAINTAIN THE SITE IN A SAFE,CLEAN AND ORDERLY FASHION FOR THE DURATION OF THE 1.ALL ELECTRICAL WORK(INCLUDING MODIFICATIONS TO THE PRESENT ELECTRICAL I g I I I g I V Ql� CONSTRUCTION PERIOD.ALL MATERIAL(CONCRETE,FiLL.WOOD,ETC.,)AND CONSTRUCTION DEBRIS TO BE REMOVED SYSTEM), MATERIALS AND METHODS OF INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE REQUIREMENTS I O I O SHALL BE DISPOSED OF REGULARLY AT A LEGAL OFFSITE WASTE FACILITY. OF THE BUILDING AND/OR RESIDENTIAL CODE OF NEW YORIC STATE,THE NATIONAL.ELECTRIC CODE(N.E.C.),N.F.P.A., I I I I z 16.THE CONTRACTOR SWILL HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE THE FIRE INSURANCE!RATING ORGANIZATION HAVING JURWWTION, ALL LQ'AL CODES AND ANYJ1ALL REGULATIONS OF BY THE CONTRACTOR ON THE SITE. THE LOCAL UTILITY COMPANY. ALL MATERIALS AND ECQUII WT SMALL OEM THE L QEL OR APPRWEIVAL OF THE UNDEIWV RITERS LABORATORIES INC. UNDERWMMTERS CE 0ATX N SMALL SE R�t.1VSVa To THE OWNER PRIOR To I li ;I I li it FINAL ACCEPTANCE OF THE WORK. IQE�+IOUTIDI4 2.THE CONTRACTOR SHALL VERIFY THE SiZE AND DETCtNlE IF THE EXISTING ELECTRICAL SERVICE WILL BE ADEQUATE FOR NEW AND EXISTING l.CaAlDbl COMBINED. IF SERVICE I8 NOT ADECQUTATE,THE C�Cl�l4'TRAAC'TE'1NW SMALL INCL,LRtIE IN HIS LINE INDICATES EXTENT I 1 I I I I BID THE COST OF INCREASING THE ELECTRICAL SER%W�Y. 1. REFER TO FLOOR PANS FOR SPECIFIC DEMOLITION LOCATIONSR40TES. OF SKYLIGHT WELL ABOVE �L 3.THE CONTRACTOR SHALL VERIFY THAT THE UATMFi SMOKE/HEAT DETECTION DEVECE(S)MID ALAIIM TEM(S) 2. WHERE EXISTING WALLS ARE SHOWN TO BE REMOVED AND/OR NEW OPENINGS ARE CALLED FOR IN EXISTING A x ARE OPERATIONAL AND SHALL PROVIDE/INSTALL WW U.L.APPROVED SMOK15/MEAT DETECCTOM AS SY WALLS.THE CONTRACTOR SHALL BRACE/SUPPORT ROOF,CEILINGS AND/OR WALLS PRIOR TO REMOVAL OF EXISTING CODE.NEW DETECTORS AS I DICATED ON THE DRAWINGS SHALL BE INARD-WIREV INTO THE ELECTRICAL SYSTEM(120 I I I I I Room! I WALLS,CEILINGS JOISTS AND ROOF RAFTERS,AND MAINTAIN SUCH CONDITION(S)UNTIL NEW HEADERS OR BEAMS ARE V SUPPLY)Wf H BATTERY SACK-UPS. INSTALLED AS SPECIFIED. 4.THE ELECTRI AL CONTRACTOR SHALL,IF APPLICABLE,VERIFY BEFORE CONSTRUCTION THE SPAS�D FOR 3. THE GENERAL CONTRACTOR IS RESPONMi18LE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF THE PROJECT AT ALL TIMES. NEW METER INSTALLATM AND/OR RELOCATION AMEN SHALL.NOTIFY THE GENERAL CONTRACTOR AND"OER'OF ANY 4. ANY DISCREPANCIES RELATED TO THE DRAWINGS WiTH THE ACTUAL STRUCTURAL CONDITIONS THAT EXIST SHALL PROKSO OR REQUIRED CMANM. 16,�„ f I li i BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OR CONTINUATION OF WORK. 5.ELECTRIDIAt,CONTRItiCTOR SHiALL UTI.fiE p CfST1110 POWER I ClACUIMFRI/WItRM4G i CONDUIT AS REQUIRED TO COMPLETV.MEW INSTALLATION. ANY I ALA.EYAWS Ckv4WTS AND I OR.WR OO#MADE SPARE By DEMOLiT04 SHALL IE SITEINDIRK: REUSED OR OMC *ACTED AND NOM AIS'SPM�'AT POWEL. PWADe ANY/ALL AMTONAi.WN WQ Ali REGLARED I I I ± FOR COMPLETE INSTALLATION. ALL NEW WIRING 81iA1LL RE C OH ECTE�TO IEW AND/ERR EXiST94 P#*&L(S)VIA 1. THE CONTRACTOR SHALL STAKE AND LAYOUT ALL WORK AS SHOWN ON DRAWINGS AND VERIFY ALL GNVE14 DATA CRAWL SPACE(S),WALL CAVITIES•AND GEEING 1 ATM�).PROiYM1E iOW PtAL BOIKES ALONG NEW#EXiSTWO I O I O PRIOR TO CONSTRUCTION. RUNS AS REfQUSMED.CAL'ALL NIfE1MAINM O U MJSED 00NDMA'T IN PLACE CAR ROMOVE Bl1CK TO PANEL.ALL NEW CIRCW (3)2x10 HDR 2. THE CONTRACTOR SHALL NNL9SS OTHERWISE DIRECTED BY THE OWNER?)INCLUDE iN HIS/HER WORK REMOVAL OF BREAKERS BEING IE-WIRED TO THE EXISTING PAWL(S)SWLI B CL$ARI,Y�{.Bp. -SAW SHRUBS AND TIMES WMTHIIN THE AREA OF WORK,AND TRANSPLANTING OF SAME TO LOCATION(S)AS REQUIRED 6.PROVIDE G.f.1.PROTECTED OUTLETSA►T ALL.' AREAS A* AND DIRECTED BY T14E OWNER. 7.ALL NEW INTE OR AND EXTERIOR LIGHTING FL II KYLES 8HAkL BE AS 4ELECTED BY OWI1 wR. 3. THE CONTRACTOR SMALL EXERCISE GOOD JUDGEMENT IN MINI MZiNG DAMAGE TO EXISTING AREAS R LAWN CONTRACTOR TO COORDINATE WITH OWNER FOR LOCATIQUIS N*1SER OF ALL NEW FIXTURES ANDM EXISTING TO BE I I ( 1 ) n I I I I AND SHRUBS). ARM DA�Ni1AGM DURING THE CONSTRUCTION WORK SHALL BE RESTORED TO ORIGINAL CONDITION.4. ALL FrARTFYGRASS SLfRFACES DAMAGED OR OiSTUFEED 04JRING THE COURt$E OF CONSTRUCTION SHALL BE 8.CONTRACTOR TO COORDINATE WITH OWNER FOR TYPMOCATiOMS OF ALL NEW SWITCHEBAOUTLETS ETC. ALL NEW - _ = -- -' RESTORED TO ORIGINAL CONDITION;WORK MAY INCLUDE NEW BACKFILL, TOPSOIL AND RESEEDING WITH FERTILUENR AS INSTALLATIONS MBIBT MEET MINIMUM CODE REQU IROWNTIB. W7 � PER CONTRACT AGREEMENT. 9.WHEN INTERIOR ALTERATIONS,REPAIRS,ADDITIONS AND CQMIIONIS REQUW*6 A PERMIT OCCUR,OR WIHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED NN BXISTM DWELUNGS,THE NMDIVIDUAL DWELLING UWT SHALL BE PROVIDED WITH SMOKE ALARMS AS REUIRED FOR NEMif DWELUW%THE!,NOOK£ALARMS SMALL BE INTERCONNECTED GENERAL CONSTRUCTION. AND HARD WIRED.SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN SULDW®S WITHOUT REMOVE EXIST.PATIO DOOR AND 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETE EXCAVATING,FILLING, COMMERCIAL POWER OR iNBULDI GIS THAT UNDERGO ALTERATIONS,REPAIRS OR ADDITIONS REGULATED BY SECTION R317.1.1 REPLACE W/6'-0" PATIO DOOR IN BACK-FILLING AND GRADIM(3 AS AEQUItE'D OR SPECIFIED HEREIN. OF THE RESIDENTIAL CODE OF STATE OF NEW PORK. NEW PosrrloN As SHOWN 2. 13ACKFR-LM: USE EARTH,FREE FROM WASTE AND 08JECTIONABL-E MATTER,AND STONES NOT OVER'A CU.FT.; 0 PLACE BACKFILL IN UNIFORM HiOOMONTAL LAYERS 12-DEEP AND PUDDLE,TAMP OR ROLL AS REQUIRED TO MAKE SOUR INFILL OPENING W/ 2x WALL CONST.TO AND COMPACT TO MINIMUM DRY DENSITY OF 95-%. MATCH EXISTING.NEW 4"CLAPBOARD 3. ALL POURED CONFRM FOOTINGS AND FOUNDATION WALLS SHALL HAVE A MINIML M COMPRESSIVE STRENGTH OF 3,500 POUNDS PER SQUARE-ViCH AT 20 DAYS WITH A 3'-5-SLUMP.ALL POURED CONCRETE SLABS SHALL HAVE A SIDING TO MATCH/ALIGN W/EXIST. ; r MINIMUM COMPRESSIVE NTH OF 4,000 POUNDS PER SQUARE INCH AT 20 DAYS WITH A 9--S'SLUMP. ALL AGGREGATE SHALL BE tiED CRUSHED STONE UNIFORMLY GRAM NO CONFORM TO A.S.T.M.C33.PROVIDE SWEL TROWEL FINISH ON ALL MNT1]�MCQR CONCRETE StA86;PROVIDE BROOM R�tNN>BN ON ALL EXTERIOR CONCRETE SLABS. 4. ALL REINFORCING STEEL SMALL CONFORM TO THE CURRENT REQUIREMENTS OF A.S.T.M. A-615-40 EXCEPT AS FOLLOWS:WELDED WIRE FABRIC-A S.T.M A1fI6. 5. ALL STRUCTURAL CONCRETE MEMBERS SHALL BE.POURED FOR THEIR FULL DEPTH IN ONE OPERATION;ALL CONSTRUCTION JOINTS(LE.DAYS POUR)SHALL 1.1E LOCATED IN THE MIDDLE THIRD OF THE MEMBER SPAN. 6 THE BOTTOM OF ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF °NEC TON(AND V)R KPI L INA M FOOT. PARTIAL FIRST FLOOR/C EILING_FRAMING PLAN � 7. EXCAVATE AND BACKI�N.L I4 A MRIIM�IMBR AND aN?:QLERNCE THAT WiLL PROVIDE PROPER DRAINARGE AT ALL. TIM FS-KEEP EXCAVIATI W FREE FROM WATER AND ICE. DO NOT PLACE FILL MATERIAL ON iMWDY OR FROWN 1 f4 -1'0 �y / ti SUBNORAIDE SURFACES. DO NOT BACKFEL AND COMPACT AGAINST FOUNDATION OR RETAN OW WALLS UNTIL CONCRETE n_ rr HAS REACHED LESION STRENC3'WH AND WALLS ARE PROPERLY BRACED BY TEMPORARY MEANS OR ADJACENT@ FAMILY ROOM CONSTRUCTION. RECEIVE 9. FRAMING LUMBER SHALL BE PiNE FUR NO. 1 OR NO.2 OR BETTER STRESS RATED (BASE DESIGN VALUE FOR SINGLE MEMBER USE) 875 PSI MINIMUM FOR BENDING(Ib),AND 70 PSI MINIMUM FOR SHEAR(N).AND HAVE A MINIMUMASTICITY OF t T T MAY � � ZOO5 MODULUSMODUUBf ,400,000 UNLESS NOTED OTHERWISE. VALUES ARE FOR SURFACED DRY LUMBER ONLY AT 19%MOISTURE CONTENT. TOWN OF GIUEENSBURY 10. NO SPLIT Olt WARPED LUM TIER WILL.BE ACCEPTABLE FOR ANY CONSTRUCTION PURPOSE. 11. ALL DIMENSIONS$HOWMION DIWIAwWMGs ARE ACTUAL STUD4nUD DIMENSIONS U.N.O. BUILDING AND CODE A U ALL NAILING SHALL CONFORM TO STANDARD SCHEDULE IN THE MANUAL OF THE N.Y.S.BUILDING CONSTRUCTION CODE AND AS PER METAL CONNECTOR MANUFACTURERS RECOMIMENDATiONE. 12. UNLESS OTHERWISE NOTED,ALL WINDOWS AND DOOR OPENINGS SMALL HAVE(2)-2-X 12-WM 1lY PLYWOOD SPACERS BETWEEN)HEADERS ABOVE. USE OF ARCHITECT'S D4CLmNTB DRAW 13.UNLESS OTHERWISE NOTED,PROVIDE W PLYWOOD SPACERS iN ALL 2X HEADERS. THESE DOCUM (DESIGN&CONSTRUCTION CONCEPTS, DRAWINGS AND SPECO ICATIGINS)PREPARED 14.UNLESS OTHERWISE NOTED,PROVIDE 1NIMi"M(2)2 x 4(4X4)OR(Z}2 X 6(4X6)BEARING POSTS ADJACENT BY THE ARCHMrT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PREFECT, TO ALL ROUGH OPeW$MI HEADER/BEAM SPAM. AND SHALL REIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL Ct W40N 15.PROVIDE SOLID WOOD BLOCKING(IM FLOOR)BELOW ALL WOOD I TS/KAMM STUDS CONTINUOUS TO TOP OF LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S).THE OWNER SHALL FOUNDATION WALL OR BEAM/STRUCTURE BELOW. NOT REUSE OR F�RMIT THE REUSE OF THESE DOCUMENTS,INCLUDING ANY DESIGN&CONSTAUCTId�i Al DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHTTECT. r s T r � ♦ e Ys NEW RATED WALL CONSTRUCTION: REFER TO rNFILL WALL CONST.NOTE AT RIGHT NEW WALL TO EXTEND DOWN TO (4)2x6 POST EXIST. CONC. FLOOR SLAB AT GARAGE ALIGN FLOOR FINISH AT INTERIOR FUAR-OUT NEW WALL TO GARAGE ALIGN WITH EXIST. WALL REMOVE EXIST. DOOR/FRAME RELOCATE EXIST KILN REMOVE EXIST.DOOR/FRAME EXISTING ROOF CONSTRUCTION/TRUSSES TO REMAIN INFILL WITH(1)COURSE 8"CONC. BLOCK TO MATCH HEIGHT OF (220 V OUTLET REQ'D) 4 5/B` 4 5/8" �;�STING INFILL WITH Zxb W000 STUD FRA W/5 1/2"(R=21)BATT. INSUL. W/6 ADJACENT FOUNDATION WALL 2'-4" 2' co BARRIER AT INTERIOR SIDE W/ 1/2 (4)8" ML BEAM INTERIOR&5/r TYPE"X"GWB @ 6 1" BAFFLEVENT 1 m -------, r--- 12" (R=38)KRAFT-FACED BATT. INSUL. /�� ___ O 2x10 SM 120 SIB I ES .. I 1 I ° r - ' LINE OF EXISTING WALL g•pu �' EXISTING(4)2x12 BEAM TO REMAIN 2x6 TREATED LEDGER BOARD I i I EXISTING - �� 36"xT2' ,) ; TO BE REMOVED x BOLTED TO EXIST. FDN. WALL I I , CLOSET __ _ ' `► 2x8 TREATED LEDGER BOARD I 1A EXISTING EAVE CONST. TO REMAIN TABLE t .•I I BOLTED TO EXIST.FDN.WALL 2' 3 -0" I � _ » , I I pxb FJ f I EDI (3r HIGH) A 04 I I i, I z c� r n IL w 1 I) 16� I EXISTS I 7'-81/2"AL T. llt I I ' I B THRO I V.I.F. &OTT. TRUSS " �w I I I I RELOCATE t1� �' Ba rc a I I I A2 I (SLAB I I . EXIST. SINK A2 I' I I " a .. t I _ f • � � I I 1/2 GWB AT EXIST. EXTERIOR CEILING TO BE REMOVED WALLS h CEILING I I I I REMOVE EXIST.CONC.CAP CISTING �'51/2" I I EXIST. WALL CONST. TO BE REMOVED v I I I I AND PORTIONS OF EXIST. I { I I SLAB AND INFILL WITH 2x LIBRARY I I I I i (4)2x6 POST I I I I PLATES SO THAT 3/4" i I i I TOFUlRR-OUT EXIST. WALL. I i POTTERY ROOM EXTENSION TYPICAL A I I I DECKING ALIGNS WITH TOP EXIST. DOORS I I EJ'kSTIN6 TO ALIGN WITH NEW 2x6 OF EXISTING SLAB TO REMAIN O�Q WALL CONSTRUCTIONN—TR L WALL CONSTRUCTION: —— 4" EXP.CLAPBOARD SIDING TO MATCH AND Y I ALIGN WITH EXISTING OVER"TYVEK" I I HOusEWRAP BARRIER OVER 7/16"OSB EXISTZN I TI SHEATHING OVER 2x6 WOOD STUD STUDIO POTTERY I I FRAMING C 16" O.C. W/ 5 1/2" (R=21) ROOM j j I I KRAFT-FACED BATT. INSUL. BETWEEN Q,OSET I I I { , I I I I I I I I I 2x6 CONT. LEDGER BOARD; FASTEN/SECURE TO w I I EXISTING CONC. FOUNDATION WALL� 16" O.C. � - f I I I � I I I O PARTIAL FOUNDATION PLAN PARTIAL FIRST FLOOR PLAN �1/4"=1'Q" @ ADDITION 1/4"=1'Q" ADDITION REMOVE CONC. CAP AND PROVIDE NEW TREATED SILL PLATE @ I Z I I I O I I T.O. SUBFLOOR TO MATCH EXIST. TOP OF SLAB ""4 4f Irl 4,4, /IPO 0 PQ, (n A_�C'ok___)6�7 c— �s C-,4t?:) CRAWL I -Ta to +T _kA K/ I wL O Q U EXISTING DOOR BEYOND TO REMAIN z 0 4 EXISTING ROOF/SAVE TYP LOOR CONSTRUCTI ^ STRUCTURE TO REMAIN FINISHED F T66 PLYWOO � CH EXISTING 6N WITH TOP OF " EXIS SLAB OVER 2x6 FJ!� 1 51/2 EXISTING ROOF BEYOND ) KRAFT FACED BATT.INSUL. BETWEEN _ -- LINE OF EXIST. LINE OF EXISTING DOOR BEYOND TO BE REMOVED - -- - --------- --- - - OPENING ololll- i_^ --- EXISTING FOUNDATION WALL - --1 AND FOOTING TO REMAIN `- TRY (REMOVE EXISTING CONC.CAP) CORNER TRIM WARD 2"POURED CONC. SCREED SLAB OVER 6 MIL _ - - - - - - -_1-- -----_ - POLY. VAPOR BARRIER OVER EXIST. EARTH A•r 4"EXP. Q1RD ' SIDING TO MATCH AND O CORNERBOARD TO ALIGN W/EXISTING '+ MATCH EXISTING CORNS ExIST �G B BUILDING SECTION @ ADDITION CORNERBOARO�/TRIM TO ALIGN NEW 3/4 CLAPBOARD A2 SIDING WITH OaSTIN6 p , LEFT SIDE (WEST) ELEVATION REAR (NORTH ELEVATION 1/4"=1'Q" 1/4"=110 LIGHT & VENT SCHEDULE `* LIGHT VENT . ROOM DESIGNATION SQ. FT. WINDOW MODEL # . M NUF. .. REQ'D. 8% PROVIDED REQ'D. 4% PROVIDED WINDOW & DOOR SCHEDULE POTTERY ROOM 132 5F PELLA (3) 2959 10.6 5F 25.5 SF 5.3 SF 28.8 SF MARK QTY. TYPE ROUGH (w x h) MANUF. MODEL. # �3ERIES / NOTES (HARDWARE AS SELEG`l BY OAR) T eN OTSAsSH Tom, taVHI'#' ALt1N1. EX • G` ►ti6, Q 1 CASEMENT 7'-3 3/4" x 4'•t 3/4" PELLA (3) 2959 DESIGNER rNslECT Ohl INTE4w ATE A SHA p Pl,E � USE OF ARCHITECT'S DQ"MENTS Q 4 SKYLIGHT V 91/2 x 3' 1 /8" VELUX FS 106 FIXED MOTORUM, PLEATED SHADE: EDL STEP FLASHING KIT - j THESE DOCUMENTS(DESIGN&CONSTRUCTION CONCEPTS,DRAWINGS AND SPECIFICATIONS)PREPARED '2" BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE ARCHITECT SHALL RETAIN ALL COMMON Q 1 FRENCH DOOR 5'-li 1/4" X 6'• 3/8" PELLA g6 !!!f SMARTS , WHITt A+. . EXT. l.`LADDZN6, LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING 3HE COPYRIGHT(S). THE OWNER SMALL . NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMEI�ITS,INCLUDING ANY DESIGN&CONSTRUCTION 7 DEVELOPMENT,CHANGES OR ALTERATIONS TO THESE DOCUMENTS,WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT. ,APB,43 s � }