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2008-256 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4z Community Development- Building &Codes (518) 761-8256 CERTIFICATE (."'I"FE7 OCCUPANCY Permit Number. P20080256 Date Issued: Tuesday, May 05, 2009 This is to certify that work requested to be done as shown by Permit Number P20080256 has been completed. Location: 19 SPERRY Rd Tax Map Number. 523400-316-005-0001-009-002-0000 Owner: DANIELLE FREDERICK Applicant: DANIELLE FREDERICK This structure may be occupied as a: Residential Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the owner of the responsibility for compliance with Site Plan, property P tY P 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: P20080256 Application Number. A20080256 Tax Map No: 523400-316-005-0001-009-002-0000 Permission is hereby granted to: DANIELLE FREDERICK For property located at: 19 SPERRY 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: DANIELLE FREDERICK 19 SPERRY Rd Residential Alteration $9,000.00 QUEENSBURY, NY 12804-0000 Total value $9,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-256 $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,June 18, 2009 (If a longerperiod 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 eensb , W dnesday,June 18, 2008 SIGNED BY for the Town of Queensbury. Director of Building de orcement ;. ..............................................., r........................ OFFICE USE ONLY TAX MAP NO. PERMIT NO. FEES: P4 T ATION ENGINEERING (if applicable) d - PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT __ ., A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: OWNER: 00.v\'e\\4_ +fec\P�,CIL ADDRESS: ADDRESS: t ) S e►�Yti �� C�u2enS�r� PHONE NOS. PHONE NOS._9 0( ,91 t '7910 . 61?Z. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: PHONE: LOCATION OF PROPERTY: W eS k Si A k_ SQerr, 2 7 SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z 0 O Cj w PROJECT 0O H O h- w J O F- _ o U_ CO oto LL � ~z Q Q N 0LL LL II. = 06 SINGLE FAMILYx I TWO-FAMILY MULTI-FAMILY t (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST:_i�2,0,0 0 FUEL TYPE: HEAT TYPE: ''HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 TM17" of ntleenshuru - Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. -Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) .........................I.........r.............. �rr........r....rr rrr...............rrrr..r..........0 Permission is hereby granted to the above ; This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said 01 zoning Laws of the Town of Queensbury. 11 Application: 01 11 10 BUILDING & CODES APPROVAL ; ZONING APPROVAL 1 1 10 DATE DATE 11 :....._.r..r,r...................r................... :.....r..rr. .J QUESTIONS? CALL 761.8256 OR EMAIL codes(cagueensbury.net VISIT OUR WESSITE FOR MORE INFORMATION Office Use Only www.ciueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury - Community Development Office ■ 742 Bray Road, Queensbury, NY 12804 ---------------------- Firer a lrat's Office (�Pfet l2S ieY!f i4 Bail Road Queen-4 ur',t, .'Ve;t York 1 ZS04 Michael J. E'al ner,Fire Marshal- Gary Stillman, Oepu tl Fire Nfarshal Y F APPLICATION FOR FUEL BURNING APPLIANCE, CHVV1VEY$ Application is hereby made to the Building &Codes Office for the issuance of a 801 dirfg Vse Perris+t, pursuant to the New York State Fire Prevention&Building Code. The applicant or owner agrees`to e®rrpl with all applicable laws, ordinances,regulations,and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER: Vo.ft LP_U7e f YAaert(/L INSTALLER/BUILDER: O\AiAc , ADDRESS: q 5 s 3 RD , ADDRESS: PHONE NOS. 5`S O(0-4(9 I -7 9(D- e)11 Z PHONE NOS, LOCATION OF PROPERTY: WaS4 Si Ce 0� S2&(L n SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: W eczl+ wo"A CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT FIREPLACE,FACTORY BUILT* FIREPLACE,MASONRY FURNACE(GARAGE ONLY) *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: M wf?Odeon MODEL NO. N ?_-7 LISTED BY: See 0a-614S SpeCS. NUMBER: QUESTIONS? CALL 761.8205 or 761-6206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshalftueenstrury.ner MASONRY" CHECK ONE ✓ VISIT OUR WEEISITE SIZE IN FOR MORE INFORMATION TILE STEEL INCHES www.aueensbury.ne. tl FLUE CHECK ONE ✓ 6 DOUBLE CHIMNEY WALL TRIPLE WALL INSULATED DIRECT VENT LINER CHIMNEY MATERIAL CHECK ONE ✓ Y **IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. ADDITIONAL NOTE: CONSTRUCTIONANSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. Queensbu Building & Code Enforcement - Resintial Final Inspection rY g p Office No. (518)761-8256 Arrive: - a Date Inspection request iv Inspector's Initia — ' ; NAME; l��c �'; ..._ �:.. #: LOCATION: JATE-IT TYPE OF STRUCTURE: Comments: Yes No N/A 4' Building Number Address visible from road Chimney Height/"B'Vent/Direct Vent Location Ktx Fresh Air Intake p 3 inch Plumbing Vent through roof minimum 6 inches `® T�A i--\ Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracin /Handicapped Ramp Compliant 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 s2f2ty glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: 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 s .ft.vents Bathroom Fans,if no window Plumbing fixtures _ Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet 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 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct worts Sealed prop2rly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built S is System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form—revised 100405.doc;Revised January 7,2008; Revised 6/26/08 Rouh Plumbin / insulation Ins ection Report 9 J Office No. (518) 761-8256 Date In ection reque Queensbury Building & Code Enforcement Arrive: ��L� a D a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: � � PERMIT#: LOCATION: INSPECT ON: r 'G TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 Vi 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.1. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head .S.I fo 15 minutes ( Insulation/ esidentiai Check/Commercial Check .-Tyvek.orSimilar Exterior Sealant C. Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Town of Queeambury Fire Marshal 742 Bay Road Queensbury,NY 12004 761-8205/761-8206 fax 745-4437 Factory Built Wood Burning Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and R"x2ficatiim contained in the Installation Manual aocompanying the appliance.No deviation from the maarfacturees instructions or is Awed. Permit# Scbedule Inspection G Time.V am anytime Inspector Name Address Rougb In,- ' Final Appliance Manufacturer Model# 4 Masonry Chimney Factory Built Cbimney�Flue Size�`Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection ScsL r-ttT QAoUz--4c��I-L LV— 103 k4r Clearances to Combustibles(all sides) Safety Strip Installation(fireplaces only) Firest s Vertical ChaseZ wan Penetration Chimney Clearances to Combustibles Chimney Termination Oe 3 fed above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air Heartb Extension Mantel(kdgbt above Up opening) Fireplace Doors/Screen(required) wWe-BWUbt DepL YAe -c Pick—Mm Manaltsi --/C/I E-sw C� ' /� Framing / irestopping Inspection Report Once No. (518)761-8256 Date Inspection request received: t1 Queensbury Building &Code Enforcement Arrive: am/pm Depart:LL- am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initialss_ G f NAME: / / PERMIT#: LOCATION: INSPECT ON: � TYPE OF STRUCTURE: c Y N WA COMMENTS: Framing ss 220 x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wail 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in pay ddymin. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 s#grade LABuilding&Codes Forms-01-Muilding&CodesUnspection FormsTraming Firestopping Inspection Repatdoc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ epart: [= am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: lu NAME: PERMIT#: r LOCATION: INSPECT ON: TYPE OF STRUCT Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/B ' ing Joist hange Jack Posts Main eams C 4 " _ ��✓` '�` // Exterior sh eting na' ed properly 12"O.C� Headroom 6 ft. 8 in. �G Stairwells 36 in.or mor Headroom 6 ft.',8 in. Notches/HolesJ Bearing Wall Metal Strapping for Notches op late ., 1 1/s w) 16 au a(8) 16D ils eac side Draft stopping 1,000 sq. ft oor trus s Anchor Bolts 6 ft. or less n center j Ice and water shield 24 riches from wall Fire separation 1, 2, hour i 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Airivz�: ani/pui Depart: r am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: "N�v � '"'`�N' PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum / Jack Studs/Hea er Bracing/B 'dgin , Joist hange i Jack Posts Main eams Exterior s eeting n iled properly 12"O. Headroo 6 ft. 8 in. Stairwells 36 in. or m re Headroom 6 t. 8 in. Notches/H es/Bearing alls Metal Strapping for Notche T Plate 1 '/z w 16 au a 8) 16D n i each side Draft stopping 1,000 sq. ft. fl tr trusses Anchor Bolts 6 ft.or less on a ter i Ice and water shield 24 inc es fr m wall Fire separation 1, 2, 3 ho Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulatioV in cavity min. Garage Fire Sep'r ion House side %z i ch or 5/8 inch Type Garage side 5 inch Type X Ceiling/ all Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) j 5.7 sf above/below grade 5.0 sf grade r Queensbury Building & Code Enforcement - Resi ntia a n Office No. (518)761-8256 ,� � Arrive: � a Date Inspection request received: Inspector's i t NAME: -e-04- C PE #: e- LOCATiON: DI A _ TYPE OF STRUCTURE: Comments: Yes No NIA ,C Building Number Address visible from road Chi t/"B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railkys 34 inches to 38 inches Deck Brad /Handkapped Ra Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to SRI plate Gas Valve shut-off e /regulator 18 inures above grade Interim'privacy I trim/doors I main entrance 36 inches Bathroom/Kitchen watertight S /Window in stairwells safety Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inures 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 fodures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft egress below grade Gas Furnace start-off within 30 feet or within One of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operatiM Low water shut-off boiler Relief Va s installed/Heat Trapt Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage Flom'Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed property Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Fipe Sondirig As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes FormslBuilding&Codes\lnspecfion FormslResidential Final inspection Form revised_100405.doc;Revised January 7,2008 5 1 Ott` i RD Alterations 19 Sperry Danielle Frederick 19 Sperry RD Queensbury,NY 12804 2008 prepared by: William LaValley (518)955-0696 M A" � r E 2 R Alterations: Alterations to be performed are for energy efficiency and general rehab of the home. The following is a list of alterations that will be completed and the associated drawing#that shows the alteration. A. Replace windows as indicated on drawings; a total of 20. (Drawing# 19-1) B. Install load bearing beam with two columns to remove the wall connecting the living room and porch area. The beam will be LVL Parallam PSL Grade 2.OE, 7"wide X 11-7/8"deep. (See drawing#19-2, 4 and 7 and load calculations in the appendix). C. Frame new walls on the west and north side of the porch. Install windows and doors as shown on drawings. (Drawing#19-2, 3, 4 and 7) D. Install rafters from the west porch wall to the main peak. (Drawing#19-5, 7, 8 and 9) E. Install Napoleon NZ-26 EPA approved fire place. See attached vendor data specifications. (Drawing#19-2, 5, and 6) F. Install two skylights in the kitchen. (Drawing# 19-2 and 9) G. Re-roof entire house with architectural shingles. Table of Contents Plot Plan 1 Original floor plan 19-1 Alteration floor plan 19-2 West wall frame detail 19-3 North wall frame detail 19-4 Cross-section of fireplace 19-5 Fireplace details 19-6 House cross-section after alterations 19-7 Top view of rafter's 19-8 Detail of rafter 19-9 Skylight framing 9-10 Appendix Load calculations for beam selection Vendor design specifications for LVL beams Rafter span table for rafter selection and spacing Energy Compliance Certificate Napoleon NZ 26 fire place installation instructions FAR e � j ` 9 ,:�5f Z �• � G AKA �r �J -f t ; v �tt t 1 F ry C22 oft- Ruiz Sal 40 Off KL I fn- Av.%�ISM, f rJ »r i Q V� rf n s { :s i s` + s w i :+e C j� i } 1 !1 f 4� P t CNo/LO CiSTA�sck Ss TwE.t_Rs �,^.ANv r1 .c�'t 5 SlFb w a . j�C'Ti..)be� S (cT,:7�l'R,. �>>sa.c. t i G►i t% w.�:.aC V+6, W�-;+� ,'. fLUUKYLHN ' BOrrOWer:Danielle Frederick File No.: 08-03-025 Property Address:19 Sperry Road Case No.:0020858353 City:Queensbury State:NY Zip:12804-7240 Lender:RBS Citizens NA 0 0 10.0' ,1 FWh D-,vq Q 22.0' LsuMry Vito— Lniq Room oo Bedroom 3 rn M Bedroom . o0 O BaM 12.0' 22-9 13.V Sketch by Apex IV Wkdows- AREA CALCULATIONS SUMMARY LIVING AREA BREAKDOWN Code i Dessdptlon Sbm Totals Bmakd&.Vn Subtotals OLal First Floor 1349.50 1349.50 First Ficor SSaT Basaeent 1349.50 1349.50 18.5 x 22.0 407.00 P/P Porch 36.00 22.0 x 26,5 556.50 Porch 40.00 76.00 12.0 a 23.5 282.00 -: 8.0 x 13.0 104.00 TOTAL LIVABLE (rounded) 1349 4 Areas Total(rounded) 1350 PO Box 100,East Greenbush,NY 12061 Pbone: 518-477-7800 Fax: 518-477-7026 A A A A A A A A A A A PORCH LIVING ROOM A A N A A A A A A A A - REPRESENTS WINDOWS TO BE REPLACED 19 SPERRY RD ALTERATION ORIGINAL FLOOR PLAN PSCA S-1 '. 19-1 DRAWN BY:W.E.LAVALLEYLE: NTS I DATE:4/14/08 S-3 8'-^11 , COLUMN PORCH LIVING ROOM 19'-2° m A 18'-8" N INSTALL LVL BEAM AND REMOVE WALL 4 s-� COLUMN SKYLIGHTS TO BE INSTALLED HERE 19 SPERRY RD ALTERATION FLOOR PLAN A S-2 19-2 DRAWN BY:W.E.LAVALLEY SCALE: NTSI DATE:4/14/08 19'-12" ,61 41" 42" 42" 2'-10$" 2'-108" 42" 2" X 6" HEADER 2X4 STUDS 6'-91 11 5' 5'-811 5'-811 7'-10" --j WEST WALL SECTION 1 S-3 19 SPERRY RD ALTERATION WEST WALL DETAIL P 91EFf01YfIq S-3 19-3 DRAWN BY: W.E.LAVALLEYLE: NTS DATE:4/14/08 7'-11" 41 2 LVL BEAM PARALLAM PSL 104" 3'-04" 2'-11" GRADE 2.0E 7" WIDE X 11-7/8" DEEP 2 X 4 STUDS COLUMN 5'-811 -811 NORTH WALL SECTION 2 S-4 99 SPERRY RD ALTERATION NORTH WALL DETAIL 92E 91EET OWG Iq. q S-4 19-4 DRAWN BY: W.E. LAVALLEY SCALE: NTS I DATE:4/14/08 FLUE CAP FLASHING STONE SIDING ON BACKER BOARD FLASHING 4 -10 6 A 5-6 1 2X10 RAFTER INSULATE WITH R-15 FIRESTOP SPACER 6" FLUE INSULATE WITH R-15 FIREPLACE (VENDOR SPECS ATTACHED) STONE SURROUNDING 18" HARDWOOD FLOOR INSULATE WITH R-15 3 19 SPERRY RD SECTION ALTERATION S-5 FIREPLACE CROSS-SECTION q ' S-5 19-5 DRAWN BY: W.E.LAVALLEY SCALE: N-- DATE: 4/14/08 21_1511 2X4 STUDS 4'-5 6�� 51-8211 11-911 11_711 SECTION A SECTION B S-6 S-6 19 SPERRY RD ALTERATION FIREPLACE DETAILS 9ZE SNfEf ONG N0. A S-6 19-6 DRAWN BY:W.E.LAVALLEY SCALE: NTS I DATE:4/14/08 2X10 RAFTER EXISTING RAFTERS WILL BE DOUBLED UP FOR ADDED STRENGTH. THEY ARE CURRENTLY 24-1/2" OC. INSTALL 2X4 STIFFENER 16 19'-2i'11 3-$ 12 12 8 Z" PLYWOOD UNDER RAFTER s 101 8 LVL BEAM 7'-10" 7'-11" ol ol ELEVATION ELEVATION SECTION 4 S-7 19 SPERRY RD ALTERATION HOUSE CROSS-SECTION 7 m 91EEf •. S-7 19-7 DRAWN BY: W.E. LAVALLEY SCALE: NTS I DATE:4/14/08 GABLE FACE PLATE 2 X 10 RAFTERS SPACED 24" OC N 19 SPERRY RD ALTERATION RAFTER TOP VIEW 9lE 91f2T DNY Iq. q S-8 19-8 DRAWN BY: W.E.LAVALLEY SCALE: NTS DATE:4/14/08 15° 8 3'_2 9 11 16 4" 1 3 „ 2X10 RAFTER 16 19 SPERRY RD ALTERATION RAFTER DETAIL q - S-9 � 19-9 DRAWN BY:W.E. LAVALLEY SCALE: NT-- DATE: 5/27/08 PEAK INSTALL TWO SKYLIGHTS 30"X46" FRAMING AS SHOWN USING HANGERS INTERIOR WALL 20' OUTSIDE WALL 19 SPERRY RD ALTERATION SKYLIGHT FRAMING A S-10 � 19-10 DRAWN BY: W.E.LAVALLEY SCALE: NTS I DATE: 5/27/OS ��ODVO LOAD p y (ACK 41A 1l tj L-06k -0s" "i .11,4"",! 'vvrce-S SnOQ-j kooa�s, �Isq -ko A) + ) — F-k Lb fj- Cos Lc_ Xl( -----------;F- -,oDof6i ------------ - 'Vt 1: L T7� �P,) L -72 -- ---------- 41 314 1 7 - Lz 19, YA Sc+ e C Lc os L r- CoS TP I t5o.-j + Cos /'58 ooibal�j INAGIKOOWK Ll I f3 E3",) 4 k 5 P 4r I I fA Aim{- (for 4- Y-5 14 Ila- v 'SELECT - L V -7 NA��C)OAE�J-j IA b-7 T Y f c To C IV\ s 9 ► -S F te Depth Grade Width Design Property 51/2 43/a" 5/2" Plank 7V4" 85/e" 9r/4" 91/2" 111/a" 111/e" 14" 16" 18" 20" Orientation Moment(ft-Ibs) 1,735 2,685 : 1,780 4,550 6,335 7,240 10,520 1.3E 31/2 Shear(Ibs) 4085 5135 1,925 6,765 8050 8,635 10,500 Moment of Inertia(in.4) 24 49 20 111 187 231 415 Weight(pit) 4.5 5.6 5.6 74 8.9 9.4 11.5 Moment(ft-Ibs) 4,950 5,210 7,195 7,975 10,920 14,090 13/„ Shear(Ihs) 3,345 3,435 4.070 4,295 5,065 5,785 Moment of Inertia(in 4) 115 125 208 244 400 597 1.55E Weight(plf) 5.1 5.2 6.2 6.5 71 8.8 Moment(ft-Ibs) 9,905 10,420 14,390 15,955 21,840 28,180 3r/2„ Shear(Ibs) 6,690 6,910 8,140 8,590 1D,125 11,575 Moment of Inertia 010 231 250 415 488 800 1,195 Weight(plf) 10.1 10.4 12.3 13 15.3 17.5 Moment(ft-Ibs) 2,125 3,555 5,600 5,885 8,070 8,925 12,130 15,555 19,375 23,580 1 9E 13/4" Shear(Ibs) 1,830 2,410 3,075 3,160 3,740 3,950 4,655 5,320 5,985 61,650 Moment of Inertia(in.4) 24 56 115 125 208 244 400 597 851 1,167 Weight(plf) 2.8 3.7 4.7 4.8 5.7 6.1 71 8.2 9.2 10.2 JU .,• ,� Moment(ft-Ibs) 9,535 10,025 13,800 15,280 20,855 26,840 33,530 Shear(Ihs) 4,805 4,935 5,845 6170 7 275 8,315 9 350 2 he Moment of Inertia(in4) 175 192 319 375 615 917 1,305 Weight(plf) 7 8 8.0 9.5 10.0 11.8 13.4 15.1 Moment(ft-Ibs) 12,415 13,055 17,970 19,900 27,160 34,955 43,665 Shear(Ids) 6,260 6.430 7,615 8,035 9,475 10,825 12,180 3/z Moment of Inertia(in.4) 231 250 415 488 800 1,195 1,701 2.0E Weight(plf) 10.1 10.4 12.3 13.0 15.3 17 5 19.7 Moment(ft-Ibs) 18,625 19,585 26,955 29,855 40,740 52,430 65,495 Shear(Ibs) 9,390 9,645 11 420 12,055 14,210 16,240 18,270 5r/4" Moment of Inertia(in.4) 346 375 623 733 1 201 1792 2 552 Weight(pit) 15.2 15.6 18.5 19.5 23.0 26.3 29.5 Moment(ft-Ibs) 24,830 26,115 35,940 39 805 54,325 69,905 87,325 Shear(Ibs) 12,520 12.855 15,225 r 16,070 18,945 21,655 24,360 Moment of Inertia(i n. )a 462 500 831 i 977 1,601 2,389 3,402 Weight(plf) 20.2 20.8 24.6 26.0 30.6 35.0 39.4 (1)For product in beam orientation,unless otherwise noted. TimberStrand"'LSL is available in more than one grade.The product will be stamped with its grade information,as shown in the examples below. With 1.55E TimberStrandIF1 LSL,larger holes can be drilled through the beam.See Allowable Holes on page 36. TV-us JOIST I 3E WINDOW I& 4~ F ;• TRUSJOIST ROUND HOLE ZONE "Truk rstr nd No holes within " ot beam ends :f� �.k.... Actual stamps shown. 4 iLevel Trus Joist'Beam,Header,and Column Specifier's Guide TJ-9000 March 2008 s given in feet and inches SOUTHERN FINE SPAN TABLES Maximum spa Ins de to inside of bearings TABLE 22 RAFTERs 50 PSF LIVE LOAD, 10 PSF DEAD LoAD, 240 omEcTloiv, LIGHT ROOFING; DRYWALL CEILING; SNOW LOAD Size Spacing Grade inches inches Visually Graded Machine Stress Rated(MSR) Machine Evaluated Lumber(MEL) on center SS No.1 No.2 No.3 24001'-2.0E 22501'-1.9E 1950f-ME M23 M14 M29 12.0 11-10 11-8 11-5 9-2 12-3 11-8 11-10 11-8 2x6 16.0 10-9 10-7 10-2 7-11 11-2 11 0 _'' 10-7 10-9 10-7 19.2 10-2 9-11 9-4 7-3 10-6 ,, 9-11 10-2 9-11 24.0 9-5 9-3 8-4 6-5 9-9 $s.T ," 9-3 9-5 9-3 ',9! 12.0 15-7 15-4 15-0 11-8 16-2 15-11 15-4 15-7 15 ,;` 15-4 16.0 14-2 13-11 13-2 10 1k20-8 -8 14 5 13-11 14-2 131 13-11 2x8 19.2 13-4 13-1 12-0 9-2 -10 13-7 13-1 13-4 . 1 13-1 24.0 12-5 12-0 10-9 8-3 -10 12-7 12-2 12-5 = i 12-2 12.0 19-11 19-7 18-2 13-9 20-3 19-7 19 11 l 7 19-7 16.0 18-1 17-6 15-9 11 11 18-9 18 5 17-9 18 1 7 "= 17-9 2x10 19.2 17- 16-0 14-4 10-10 17-8 17-4 16-9 17 0 ,' 16-9 24.0 15-10 14-4 12-10 9-9 16-5 16-1 15-6 15 10 :1 >i 15-6 12.0 24-3 1 23-9 21-3 16-4 25-1 24-8 24 3 s 9 =' 23-9 2x12 16.0 22-0 20-11 18-5 14-2 22-10 22-5 1 ,7 .=; 22 0 7 21-7 19.2 20-9 19-1 16-10 12-11 21-6 21-1 , Q= 20 9 � d�4 .` 20-4 24.0 19-3 17-1 15-1 1 11 7 19-11 19-7 $`ff 19 3 ;k$ 10;.` 18-10 These spans are intended for use in enclosed structures or where the moisture content in use does not exceed 19 percent for an extended period of time unless the table is fabled Wet-Service.Applied loads are given in psf(pounds per square foot).Deflection is limited to the span in inches divided by 360,240,or 180 and is based on live load only.The load duration factor,CD,is 1.0 unless shown as 1.15 or 1.25.An asterisk(*)indicates the listed span has been limited to 26'0"based on availability;check sources of supply for lumber longer than 20'.Highlighted sizes/grades are NOT commonly produced. The Southern Pine Council does not grade or test lumber,and accordingly,does not assign design values to Southern Pine lumber.The design values contained herein are based on the 2002 SPIR Standard Grading Rules for Southern Pine Lumber,published by the Southern Pine Inspection Bureau,and modified as required by the 2001 National Design Specification®(NDS®)for Wood Construction published by the American Forest&Paper Association(AF&PA). The primary purpose of this publication is to provide a convenient reference for joist and rafter spans for specific grades of Southern Pine lumber.The maximum spans provid- ed herein were determined on the same basis as those in Span Tables for Joists and Rafters,published by AF&PA.Accordingly,the Southern Pine Council,its principals and/or members,do not warrant in any way that the design values on which the span tables far Southern Pine lumber contained herein are based are correct,and specifically dis- claim any liability for injury or damage resulting from the use of such span tables. The conditions under which lumber is used in construction may vary widely,as does the quality of the lumber and workmanship.Neither the Southern Pine Council,nor its principals and/or members,have any knowledge of the construction methods,quality of materials and workmanship used on any construction project;and accordingly,cannot and do not,warrant the performance of the lumber used in completed structures. SO�TTREEPUN N MAX1,v1Lh 1 SPANS: SOUTHERN PINE JOISTS&RAFTERS PINE 2003 EDITION www.southernpine.com r + Generated by REScheck-Web Software Compliance Certificate Report Date:05/29/08 Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 15% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: Compliance:Passes Compliance:17.7%Better Than Code Maximum UA:282 Your UA:232 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Wall 1:Wood Frame,16in.o.c. 1512 15.0 15.0 57 Window 1:Vinyl Frame,2 Pane w/Low-E 180 0.350 63 Door 1:Glass 41 0.500 21 Floorl:All-Wood Joist/Truss Over Uncond.Space 1350 15.0 15.0 41 Ceiling 1:Flat or Scissor Truss 1350 15.0 15.0 42 Skylight 1:Vinyl Frame,2 Pane w/Low-E 24 0.350 8 Boiler 1:Other(Except Gas-Fired Steam)83.1 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York 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 plans or specifications are in compliance with this Code. Name-Title Signature Date �*sp Project Title: Report date: 05/29/08 Data filename: Page 1 of 4 r Generated by REScheck-Web Software CNJ( Inspection Checklist Date:05/29/08 Ceilings: ❑ Ceiling 1:Flat or Scissor Truss,R-15.0 cavity+R-15.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16in.o.c.,R-15.0 cavity+R-15.0 continuous insulation Comments: Windows: ❑ Window 1:Vinyl Frame,2 Pane w/Low-E,1-1-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 1:Vinyl Frame,2 Pane w/low-E,U-factor:0.350 #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.500 Comments: Floors: ❑ Floorl:All-Wood Joist/Truss Over Uncond.Space,R-15.0 cavity+R-16.0 continuous insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):83.1 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are dearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. Project Title: Report date: 05/29/08 Data filename: Page 2 of 4 Return ducts in unconditioned attics or outside the building are insulated to at least R-6. Lj Supply ducts in unconditioned spaces are insulated to at least R-11. Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: Lj Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ❑ Separate electric meters exist for each dwelling unit. Fireplaces: ❑ Fireplaces are installed with tight fitting non-combustible fireplace doors. Lj Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: _ Report date:05/29/08 Data filename: Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Piping System Types Fluid Temp.Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurerremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 05/29/08 Data filename: Page 4 of 4 J r i H %C C W LAa0s YS I I I ` \ ar�P \\ � i i _ - J ✓y 5 ee I '. ........... ti r \ r � 2 v 41 e'er �� 1 q m9Tru- oc LAre3 • >` I " - .. ... _..:..r►• - .—ems,-.-- _ _ .r � _ _ i "UtiFaLf':Ct?t)Ft ZED YLLIERAT1uP" OR AUL;1,T1 V1 _ TiC, A SURVEY MAY BEARING A LICENSED ' + LAND SURVEYORS SEAL IS A VIU.U.A3,ION DIP SECTION 7209; SUB-DIVISION 2, Or THE i t✓ NEW YORK STATE EDUCATION LAW. �f "ONLY COPIES FROM ThE ORIGIN" OF THIS LI O 0RO LLANDEY MURV'EX OR WITH SEAL AN IO7S THR L BE UU CONSIDERED To HB VAL.ID TRUE COPIES. & ®DESRy MAP of ASv�J E`( 9"�hpt *lz . I hereby cfartigy that this mr ! was prepared from an ` PJN,--ic t Lam-✓ �, � ,actuel faald survey. Thies certification shall run only ! �' ll.,la � to she P$rsoUS for wham the survey was prepared, itrad on I------ his behalf to lots Title Costau�, alov�rnmeutal Agency and j o W a o(�' �i rs S fL i.! ,[,L Le ndin;a xr.a;*itf.; ir�;E 2i� d h�re��nt. t°s g -��- R E -� CHarap CtiST�.ac�'S � TwE. w 1f+'ee.isatK +�u"CS S1f+we4 not tr;anaforwble to additional iiantituti,ons� 3or st►b0*qu64t. *"Aers. I Sc 11.LE cu,cv rCertiiie-1 To S.w'ilham &.MI'67 i* A- vede-r:i.ck 1< 4 d z a 74.". Al Gany S' gE�► " 9 58 Y,:s successors VA 77 U S rl S y �au'�04 Sn /c:� ' �e CR SjF` e;A: VeS Pd/Lc e c_ 43 6 r ,+r S f—A u-s Ghicf I. Y!e InsW � :G�mpeny 8Y- �'.�sS � Aasi! Sv,Lv�Yv�S G��s f:—�r3LL.s, nsEAA 'fmerc 5 EP+L,NT 45- If Certifi►d B • �4 j.rG� = 1�� r°ZcIT �oun}9 �{L t 5 b p� F_F'i! 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